DERR-2024-005075

REMEDIAL ACTION PLAN ‐  
SOUTHERN PORTION 
(REVISED) 

BUMPER HOUSE AND CHROME WORKS 
VCP SITE #C103 
(SALT LAKE CHROME PLATING AND COLLISION PRODUCTS) 
1038 and 1050 South Washington Street 
Salt Lake City, Utah 84101 

PREPARED FOR: 

MR. GEORGE F. HAUSER  
1050 S WASHINGTON LLC 
313 EUREKA STREET 
SAN FRANCISCO, CALIFORNIA 94114 

PREPARED BY: 

PROFESSIONAL SERVICE INDUSTRIES, INC. 
1070 W. 124TH AVENUE, SUITE 800 
WESTMINSTER, COLORADO 80234 
TELEPHONE: (303) 424‐5578 

REVISED: MARCH 8, 2024 
PSI Project Number: 02791887 

Eric M. Ross 
Senior Engineer 
Regional Vice President 

Lawrence Moller 
Project Manager 
Senior Geologist 

Bumper House and Chrome Works (VCP No. C103) 
Project Number: 02791887 
Revised March 8, 2024 

TABLE OF CONTENTS 
1 INTRODUCTION AND SITE DESCRIPTION ................................................................................................. 1 
1.1 Current and Future Site Use ............................................................................................................ 1 
1.2 Objectives ........................................................................................................................................ 3 
1.3 Physical Setting ................................................................................................................................ 3 
1.3.1 Topography and Drainage ............................................................................................. 3 
1.3.2 Geology .......................................................................................................................... 3 
1.3.3 Hydrogeology ................................................................................................................. 4 
2 SITE BACKGROUND ................................................................................................................................. 5 
2.1 Previous Environmental Investigations ........................................................................................... 5 
3 SITE CHARACTERIZATION ........................................................................................................................ 6 
3.1 South Area Characterization ............................................................................................................ 6 
3.1.1 Surface soils ................................................................................................................... 6 
3.1.2 Vadose Zone Soils .......................................................................................................... 7 
3.1.3 Groundwater ................................................................................................................. 7 
3.2 Off‐Site Evaluation ........................................................................................................................... 9 
3.3 Vapor Intrusion Evaluation ............................................................................................................ 10 
3.4 Toxicity Characteristic Leaching Procedure Assessment ............................................................... 11 
3.5 Domestic Water Supply Survey ...................................................................................................... 11 
3.6 Site Characterization Conclusions .................................................................................................. 11 
3.7 Data Gap Assessment .................................................................................................................... 12 
4 PRIMARY CONTAMINANTS OF CONCERN .............................................................................................. 13 
5 CONCEPTUAL SITE MODEL .................................................................................................................... 14 
5.1 Exposure Pathways ........................................................................................................................ 14 
6 REMEDIAL ACTION OBJECTIVES AND CLEANUP LEVELS.......................................................................... 15 
6.1 Remedial Action Objectives ........................................................................................................... 15 
6.2 Cleanup Levels ............................................................................................................................... 15 
6.2.1 Soil ............................................................................................................................... 15 
6.2.2 Groundwater ............................................................................................................... 15 
7 REMEDIAL APPROACH .......................................................................................................................... 17 
7.1 Soil Remediation ............................................................................................................................ 17 
7.1.1 Soil Removal Procedures ‐ Localized TPH/TRPH Area ................................................. 17 
7.1.2 Soil Removal Procedures ‐ Urban Fill ........................................................................... 17 
7.1.3 Confirmation Samples – Excavation Floor ................................................................... 18 
7.1.4 Confirmation Samples – Excavation Sidewalls ............................................................ 18 
7.1.5 Confirmation Analysis .................................................................................................. 19 
7.2 Remedial Actions ‐ Hexavalent Chromium Impacted Area ............................................................ 19 
7.2.1 Pilot Study (Hexavalent Chrome area) ........................................................................ 19 
7.2.2 Injectant Information................................................................................................... 20 
7.2.3 Pilot Study .................................................................................................................... 20 
7.2.4 Former Operations ...................................................................................................... 21 
7.2.5 Pre‐Demolition Hazardous Materials Survey / Abatement Activities ......................... 21 
Bumper House and Chrome Works (VCP No. C103) 
Project Number: 02791887 
Revised March 8, 2024 

7.2.6 Building Demolition ..................................................................................................... 21 
7.2.7 UNDER Slab SOIL Visual Inspection ............................................................................. 22 
7.2.8 Soil Removal Procedures ‐ Hexavalent Chromium impacted Area ............................. 23 
7.2.9 Confirmation Samples – Excavation (Hexavalent Chromium impacted Area) ............ 23 
7.2.10 Confirmation Samples – Excavation Groundwater (Hexavalent Chromium impacted 
Area) ............................................................................................................................ 23 
7.3 Groundwater Remediation ............................................................................................................ 24 
7.3.1 Remedial Injections ..................................................................................................... 24 
7.4 Site Preparation ............................................................................................................................. 26 
7.4.1 Contractor Responsibilities .......................................................................................... 26 
7.4.2 Worker Protection ....................................................................................................... 26 
7.4.3 Dust Control ................................................................................................................. 27 
7.4.4 Anti‐Tracking ................................................................................................................ 27 
7.4.5 Site Control / Security .................................................................................................. 28 
7.4.6 Stormwater Management ........................................................................................... 28 
7.4.7 Public Notice ................................................................................................................ 28 
7.5 Mitigation Measures ...................................................................................................................... 28 
8 LONG‐TERM GROUNDWATER MONITORING ......................................................................................... 29 
8.1 Groundwater Monitoring and Analysis .......................................................................................... 29 
9 REPORTING ........................................................................................................................................... 30 
9.1 Site Remediation Report ................................................................................................................ 30 
9.2 Environmental Covenants .............................................................................................................. 30 
9.3 Site Management Plan ................................................................................................................... 30 
10 SCHEDULE ............................................................................................................................................. 31 
11 CONTINGENCY PLANS ........................................................................................................................... 32 
11.1 Inclement Weather ........................................................................................................................ 32 
11.2 Off‐Site Access ............................................................................................................................... 32 
11.3 Unexpected Discovery ................................................................................................................... 32 
11.3.1 Remedial Action ........................................................................................................... 32 
11.4 Deviations from Plan ...................................................................................................................... 32 
12 HEALTH AND SAFETY ............................................................................................................................ 33 
13 REFERENCES ......................................................................................................................................... 34 

FIGURES: 
FIGURE 1 Area Topographic Map 
FIGURE 2 Site Boundary Map 
FIGURE 3 Sample Location Map 
FIGURE 4 Shallow Groundwater Gradient Map 
FIGURE 5 Arsenic Concentrations in Surface Soils 
FIGURE 6 Lead Concentrations in Surface Soils 
FIGURE 7 Arsenic Concentrations in Subsurface Soils 
FIGURE 8 Lead Concentrations in Subsurface Soils 
FIGURE 9 Arsenic Concentrations in Groundwater 
FIGURE 10 Lead Concentrations in Groundwater  
FIGURE 11 Benzene Concentrations in Groundwater  
Bumper House and Chrome Works (VCP No. C103) 
Project Number: 02791887 
Revised March 8, 2024 

FIGURE 12 Hexavalent Chromium Concentrations in Surface Soils  
FIGURE 13 Hexavalent Chromium Concentrations in Subsurface Soils  
FIGURE 14 Total Hexavalent Chromium Concentrations in Groundwater 
FIGURE 15 Dissolved Total Hexavalent Chromium Concentrations in Groundwater  
FIGURE 16 Estimated Area for Arsenic Excavation  
FIGURE 17 Estimated Area for Lead Excavation 
FIGURE 18 Full Scale Groundwater Injection Area 

TABLES: 
TABLE 1 Groundwater Elevation Data 
TABLE 2 North Area Surface Soils Metals  
TABLE 3 North Area Subsurface Soils Metals 
TABLE 4 North Area Groundwater Metals 
TABLE 5 North Area Groundwater VOC 
TABLE 6 South Area Surface Soils Metals 
TABLE 7 South Area Subsurface Soils Metals 
TABLE 8 South Area Groundwater Metals  
TABLE 9 South Area Groundwater VOC 
TABLE 10 Permanent Monitoring Well Groundwater Metals 
TABLE 11 South Area Surface Soil (Compressor Area) Results 
TABLE 12 TCLP Analytical Summary Results 
TABLE 13 Proposed Schedule  

APPENDICES: 
APPENDIX A Redevelopment Plans 
APPENDIX B  Boring Logs 
APPENDIX C    Prior Investigation Reports 
APPENDIX D East Adjoining Groundwater Plume Diagrams 
APPENDIX E  Public Notice 
APPENDIX F  "Lowest Ambient Water Quality Criterion" 

Bumper House and Chrome Works (VCP No. #C103) 
Project Number: 02791887 
Revised March 8, 2024 
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1 INTRODUCTION AND SITE DESCRIPTION 
The Site is located at 255, 259 and 269 Brooklyn Avenue (north area) and at 1038 and 1050 Washington Street 
(south area) in Salt Lake City, Salt Lake County, Utah. The Site occupies 1.49 acres, includes seven (7) parcels and 
is currently occupied by six (6) buildings, mostly warehouses. Site operations include a plastics warehouse, parts 
and equipment storage, a residence and a chrome plating facility that has been in operation for over 40 years.    

Previous subsurface investigations have documented contaminants of concern (COCs) in soils and groundwater 
on the property to be above the applicable regulatory screening criteria. In June 2021, 269 Brooklyn, LLC and 
1050 S Washington, LLC (Applicant) applied to enter the Site into the Utah Voluntary Cleanup Program (VCP) 
administered by the Utah Department of Environmental Quality (UDEQ), Division of Environmental Response 
and Remediation (DERR). The Site was admitted to the VCP on June 8, 2021, as site #C103, as the Bumper House 
and Chrome Works. 

It is our understanding that the Site is being proposed for redevelopment in two sections, the north area and the 
south area. In attempts to move forward with redevelopment and based on conversations with the Site owner(s) 
and Mr. Bill Rees with the UDEQ, characterization and remedial actions on the Site will be presented in two areas, 
the north area and the south area. The following sections of this Remedial Action Plan (RAP) describe the 
procedures that will be used to remediate contaminated soil and groundwater within the Southern Portion of 
the Site. 

The RAP is organized as follows: 

• Section 1 provides an introduction of the project and the objectives of the remedial action. 
• Sections 2, 3 and 4 provides the relevant background information, including a summary of the previous 
investigatory work and site characterization that identified remedial areas and primary COCs. 
• Section 5 includes the conceptual site model (CSM) which identifies completed pathways for 
contaminants to receptors that require mitigation for the proposed development. 
• Section 6 provides the remedial action objectives (RAOs) and cleanup goals based. 
• Section 7 provides the remedial action plans to address contaminated media on the Site. 
• Section 8 includes details of the post active remedial monitoring of groundwater. 
• Section 9 includes reporting details. 
• Section 10 includes the proposed schedule. 
• Section 11 includes the contingency plans for the remedy. 
• Section 12 includes the health and safety. 
• Section 13 includes a list of references pertaining to this RAP. 

The Site location and the surrounding area is included on a USGS topographic map presented as Figure 1. The 
Site Boundary Map, presented as Figure 2, shows the Site boundaries, identifies the North and South areas of 
the Site and identifies the building address. The Sample Location Map, presented as Figure 3, identifies the 
sample locations completed to date on the Site. 

1.1 CURRENT AND FUTURE SITE USE 
Operations on the south area of the Site include a chrome plating facility located in the southern half of the 
warehouse at 1050 South Washington. Operations include straitening bumpers and fenders and plating them in 
Bumper House and Chrome Works (VCP No. #C103) 
Project Number: 02791887 
Revised March 8, 2024 
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nickel and chrome. North adjoining to the chrome plating building is a storage warehouse addressed at 1038 
South Washington, with a small workshop that is leased to an individual. The southernmost warehouse, also 
addressed as 1060 South Washington, is used as the main office, parts storage, and finished product storage.  
Operations on the north area of the Site include a plastics warehouse where they straighten and prime plastic 
bumpers (269 East Brooklyn). The warehouse at 259 East Brooklyn is used to store completed bumpers, and the 
northern portion is an old office that is no longer used. The warehouse at 255 East Brooklyn was mainly vacant, 
used for storage, and a residence.  

The yard area covers portions of the north and south areas of the Site, is paved with concrete and is used to 
store bumpers that need repairing.  

Proposed redevelopment of both areas will include demolition of the current structures. Current proposed Site 
redevelopment plans for the south area of the Site are Provided in Appendix A. The redevelopment plans are 
summarized as follows: 

1. 7 Level Building including Parking Garage, Multi‐family Housing and Related Uses 
a. Level 1 consisting of: 
1. Open parking garage. 
2. In the south ¼ of the level: lobby, clubhouse, office, storage/shop, dwelling units, elevator & 
stairs. 
3. In the northwest corner of the level: dwelling units. 
4. In the northeast corner of the level: trash room and stairs. 
b. Level 2 consisting of: 
1. Open parking garage. 
2. In the south ¼ of the level: common restrooms, storage/shop, dwelling units, elevator & stairs, 
area open to lobby below. 
3. In the northwest corner of the level: dwelling units. 
c. Level 3 consisting of: 
1. A landscaped central courtyard.  
2. On the perimeters and facing a central courtyard: dwelling units. 
d. Levels 4‐7 consisting of:  
1. On the perimeters and facing a central courtyard: dwelling units. 
e. Lower Roof consisting of: 
1. Outdoor terrace. 
2. Elevator, stair and mechanical penthouses and bathrooms. 
2. Site Plan consisting of:  
a.  Along the east, south and west property lines: 10‐foot landscaped setbacks including sidewalks.  
b.  Along the north property line:  electrical service gear and meters.  
c.  In the east setback: transformer and vault, screening walls, driveways, sidewalks, seating, fire 
apparatus hammerhead turn around, water meter vault.  
d. In the S Washington Street Right of Way: landscaped park strip, sidewalks, seating, handicapped 
ramps, curbs and gutters.  

Bumper House and Chrome Works (VCP No. #C103) 
Project Number: 02791887 
Revised March 8, 2024 
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1.2 OBJECTIVES 
The objectives of the RAP are to remediate contaminated soil and groundwater, to the extent feasible, on the 
southern area of the Site to concentrations that are protective of human health and the environment for the 
planned development and land use. This will be achieved through the following actions: 

• Remove shallow soils with urban fill materials from across the southern area of the Site. Shallow urban 
fill soils will be direct hauled off the Site under a special waste disposal permit and be disposed of at a 
licensed landfill.  

• Remediation of hexavalent chromium impacted soil and groundwater will be conducted through the 
application of an injectant, such as calcium polysulfide to convert hexavalent chromium to a less mobile 
and less toxic element and include source removal, via soil excavation. 

• After remediation is complete, long‐term groundwater monitoring will be conducted for a minimum of 
four (4) quarterly events to establish that the groundwater plume is either stable or decreasing. 

1.3 PHYSICAL SETTING 
1.3.1 TOPOGRAPHY AND DRAINAGE 
The southern portion of Site is located in a highly urbanized setting with more than 60% of the Site covered in 
paved surfaces or under a building footprint. The Site's elevation is approximately 4,230 feet above mean sea 
level and is relatively flat with a slight topographic gradient to the west. The Site location and the surrounding 
area is included on a USGS topographic map presented as Figure 1.   

1.3.2 GEOLOGY 
The Site is regionally located in the Salt Lake Valley which is a north south trending valley located southeast of 
Great Salt Lake. The Salt Lake Valley is a segment of the Wasatch Front Valley section of the Great Basin 
physiographic province. The Salt Lake Valley is bounded on the east and northeast by the central portion of the 
Wasatch Range, on the northwest by Great Salt Lake, on the west by the Oquirrh Mountains, and on the south 
by the Traverse Mountains. The Salt Lake Valley is a half graben that is bounded by faults on its east, west, and 
south sides. Sediments have been filling this graben since the Tertiary. The Tertiary and Quaternary basin fill is 
up to 4,000 feet thick in some areas of the valley and consists of unconsolidated to semi consolidated clay, silt, 
sand, gravel, tuff, and lava. Quaternary sediments in the upper part of the basin fill range from 0 to 2,000 feet 
thick (Wallace and Lowe, 2008). 

Based on soil borings from previous subsurface investigations conducted at the Site, surface soils are primarily 
composed of urban fill from approximately 0 to 3 feet below ground surface (bgs). Surface fill is underlain by silty 
clays and clayey sands to approximately 15 feet bgs (maximum depth of previous investigation conducted at the 
Site).   

Soil boring logs for on‐Site sampling locations are provided in Appendix B. 

Bumper House and Chrome Works (VCP No. #C103) 
Project Number: 02791887 
Revised March 8, 2024 
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1.3.3 HYDROGEOLOGY 
The Site is underlain by the Basin Fill Aquifer system in Salt Lake Valley which includes a shallow unconfined 
aquifer underlain by a confining layer, which is underlain by the "principal aquifer." Most of the groundwater 
from wells in Salt Lake Valley is drawn from the principal aquifer. The shallow unconfined aquifer has a maximum 
thickness of about 50 feet and yields little water (the water is generally of low quality), thus, is rarely used for 
water supply (Wallace and Lowe, 2008). 

Based on soil borings from previous subsurface investigations conducted at the Site, shallow perched 
groundwater is encountered at depths ranging from approximately 7 feet bgs to 10 feet bgs.  

A State of Utah registered land surveyor (Alliance Engineering, Inc.) was contracted to land survey the current 
monitoring well locations and mean sea level elevations. This data coupled with depth to water measurements 
were used to develop an on‐site Shallow Groundwater Gradient Map, presented as Figure 4. Groundwater 
elevation data is summarized in Table 1. 

Shallow groundwater in the area has been documented to flow to the west/northwest direction. 

Bumper House and Chrome Works (VCP No. #C103) 
Project Number: 02791887 
Revised March 8, 2024 
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2 SITE BACKGROUND 
2.1 PREVIOUS ENVIRONMENTAL INVESTIGATIONS 
Previous environmental investigations that were reviewed for the Site include the following: 

• Phase I Environmental Site Assessment (ESA), June 20, 2020. 
• Subsurface Investigation Report, October 8, 2019. 
• Limited Site Investigation Report, September 4, 2020. 
• Additional Subsurface Investigation, conducted on March 9 11, 2021. 
• Additional Subsurface Investigation, conducted on May 6 7, 2021. 
• Additional Environmental Investigation, conducted on June 7, 2021. 
• East adjoining report   Remedial Investigation/Feasibility Study, Quality Linen, 1024 South 200 West, 
April 12. pg. 1 40.  
• Voluntary Cleanup Application Approval, June 8, 2021. 
• Site Characterization Report, submitted to DERR and dated June 8, 2021. 
• DERR Environmental Assessment (EA) comment letter dated July 21, 2021. 
• Proposed Supplemental Site Characterization Work Plan – Southern Portion (Revised), submitted to 
DERR and dated November 18, 2021.  
• DERR Proposed Supplemental Site Characterization Work Plan – Southern Portion (Revised), comment 
letter dated December 8, 2021. 
• Remedial Action Plan – Northern Portion, submitted to DERR and dated December 2, 2021. 
• Quality Assurance Project Plan (QAPP), submitted to DERR and dated December 2, 2021. 
• Revised Site Characterization Report, February 11, 2022. 
• DERR Comment Letter (Revised Site Characterization Report), April 19, 2021. 
• DERR Approval Letter (Revised Site Characterization Report, June 30, 2022. 
• Remedial Action Completion Report – Northern Portion, submitted to DERR and dated October 31, 2023. 

The following section summarizes the site characterization.  

A Sample Location Map is presented in Figure 3. Laboratory analytical results are summarized in Table 2 through 
Table 10. Concentration maps are provided in Figure 5 through Figure 15. Copies of prior environmental 
investigation reports are provided in Appendix C. 

Bumper House and Chrome Works (VCP No. #C103) 
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3 SITE CHARACTERIZATION 
The following summarizes the results of the prior investigations reviewed above and identifies the known lateral 
and vertical extent of the primary COCs for the Site.   

3.1 SOUTH AREA CHARACTERIZATION 
3.1.1 SURFACE SOILS  
Table 6 summarizes analytical results of primary COCs in surface soils on the south area of the Site. 

Metals detections in surface soils were less than residential U.S. Environmental Protection Agency (EPA) Regional 
Screening Levels (RSLs), except for arsenic, lead (primarily shallow urban fill) and hexavalent chromium (near the 
former plating area). Arsenic background values cited are concentrations for Salt Lake County, Utah from the US 
Geological Survey, National Geochemical Survey Database and range from 4.0 to 43.0 mg/kg.  The “mean” value 
of 22.1 mg/kg for arsenic has been utilized as a background concentration for onsite soils. Lead and hexavalent 
chromium detections in surface soil samples were greater than the residential RSL of 400 mg/kg for lead and the 
residential RSL of 0.3 mg/kg for hexavalent chromium. Arsenic, lead, and hexavalent chromium concentrations 
in surface soils are illustrated in Figure 5, Figure 6, and Figure 12, respectively. 

Arsenic detections above the upper most background level was reported in samples from B‐4 at 113 mg/kg, B‐5 
at 183 mg/kg, SB‐6 at 138 mg/kg, and SB‐13 at 222 mg/kg. Arsenic detections in surface soil samples surrounding 
these locations (29 sample locations, see Figure 5 and Table 6) were below the upper most background level for 
arsenic. Soil samples collected from below the observed fill and within the vadose zone were below the upper 
most background level for arsenic. 

Lead detections above the residential and industrial RSLs were reported at concentrations ranging from 545 
mg/kg to 4,530 mg/kg (in SB‐6) with an average detection of 366 mg/kg. Lead impacts were reported from 
sample locations west and northwest of the buildings. Lead detections in shallow soil samples surrounding these 
areas were below the residential RSL. Soil samples collected from below the observed fill and within the vadose 
zone were below the residential RSLs for lead. 

Arsenic and lead are commonly associated metals with exceedances that are found in the same areas of the Site. 

Hexavalent chromium exceedances are found in surface soil samples collected from the south interior and south 
exterior of the building at 1050 Washington (B‐8, B‐9, SB‐10 and SB‐11). Hexavalent chromium detections in 
surface soil samples surrounding these locations (B‐7, B‐10, B‐11, B‐19, B‐20, B‐21, B‐23, B‐22, B‐25, B‐26, B‐28, 
B‐29 and SB‐12) were below the residential RSL of 0.3 mg/kg for hexavalent chromium. Hexavalent chromium 
exceedances were found in soil samples collected from the vadose zone and are further discussed in the 
following Section.  

Total petroleum hydrocarbons (TPH) for diesel range organics (DRO) and total recoverable petroleum 
hydrocarbons (TRPH) exceedances are found in a localized area immediately adjacent compressors located on 
the exterior of the building at 1050 Washington (HA‐10 and HA‐11). In addition, several polycyclic aromatic 
hydrocarbons (PAHs)had elevated method detection limits (<18.4 mg/kg and <18.9 mg/kg) likely due to the 
presence of elevated TPH concentrations in the collected samples. Additional soil sampling (confirmatory) during 
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the completion of the RAP will include PAH laboratory analysis to further evaluate the localized area of TPH‐DRO 
and TRPH exceedances. 

Management of potentially impacted urban fill material and the localized area of TRPH impacts within the urban 
fill extents is anticipated to be managed via soil excavation under an UDEQ VCP approved RAP (refer to Section 
7.1.1). 

PSI concluded that the extent of COCs in the surface soils on the south area of the Site have been delineated 
to the applicable delineation criteria. Delineation of the vertical extent of hexavalent chromium in the south 
area of the Site is discussed in the following Section.  

3.1.2 VADOSE ZONE SOILS 
For the purposes of this report vadose zone soils are defined as soils below urban fill (ranging from approximately 
1 foot to 2 feet bgs and above the water table). Table 7 summarizes analytical results of COCs in the vadose zone 
on the south portion of the Site. 

Based on prior environmental investigations (Section 3.2 and 3.3) volatile organic compounds (VOCs) in vadose 
zone soils on the south area of the Site have been reported to be below laboratory detection limits and/or below 
residential screening criteria. 

Arsenic detections in the vadose zone were less than the “mean” value of 22.1 mg/kg for arsenic, utilized as a 
background concentration for onsite soils for arsenic and/or residential RSLs, except for one exceedance in 
sample SB‐12 (5 ft). Based on the boring log, this vadose zone sample was collected from the base of the boring 
where refusal was encountered. Therefore, the lateral and vertical extent of arsenic in the surface soils and 
vadose zone soils has been delineated to the applicable delineation criteria. Arsenic concentrations in the vadose 
zone soils are illustrated in Figure 7. 

Hexavalent chromium exceedances were reported in vadose zone samples collected from samples B‐8 (8 ft), B‐9 
(8 ft) and B‐10 (7 ft). Hexavalent chromium concentrations in vadose zone samples surrounding these locations 
(B‐4, B‐5, B‐6, B‐7, B‐10, B‐11, B‐19, B‐20, B‐21, B‐22, B‐23, B‐28, B‐29, SB‐10 and SB‐12) were below laboratory 
method detection limits (MDLs).  

Hexavalent chromium in vadose zone samples reported exceedances in sampled collected at the capillary fringe 
(approximately 8‐feet bgs). Therefore, the lateral and vertical extent of hexavalent chromium in the surface soils 
and vadose zone soils has been delineated to the applicable delineation criteria. Hexavalent chromium 
concentrations in the vadose zone soils are illustrated in Figure 13. 

PSI has concluded that COCs in the vadose zone soils on the south area of the Site have been 
delineated to the applicable delineation criteria.   

3.1.3 GROUNDWATER 
PSI collected groundwater samples from BH‐1, BH3, BH‐3, and BH‐4 in October 2019. The collected groundwater 
samples were analyzed for total concentrations of Resource Conservation and Recovery Act (RCRA) metals 
(arsenic, barium, cadmium, total chromium, lead, mercury, selenium, and silver), hexavalent chromium, and 
nickel. Based on the laboratory analytical results, detections of total arsenic, total lead and total chromium were 
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reported above the EPA Maximum Contaminant Levels (MCLs) and/or the Utah Groundwater Quality Standards 
(GWQS).  

In subsequent groundwater sampling events, the collected groundwater samples were analyzed for dissolved 
metals to assess soil to groundwater leaching of metals reported in shallow urban fill soils. 

PSI conducted a groundwater sampling in August 2020 and, based on the laboratory analytical results, dissolved 
arsenic and dissolved lead detections were reported in groundwater samples collected from B‐5 (at 6.5 feet and 
at 8 feet), above their respective EPA MCL.  

A groundwater sampling event was performed in May 2021 where the laboratory analytical results indicated 
dissolved arsenic and lead detections in B‐5 (at 6 feet); however, below their respective EPA MCL. 

The most recent groundwater sampling event was performed in January 2022. Based on the laboratory analytical 
results for the collected groundwater samples, dissolved lead detections were reported in B‐5 (at 6 feet), below 
its EPA MCL; however, dissolved arsenic was detected above its EPA MCL. Dissolved arsenic detections in 
groundwater samples surrounding this location (B‐5) are below its respective EPA MCLs.  

Arsenic and lead concentrations in groundwater are illustrated in Figure 9 and Figure 10, respectively.  

PSI has concluded that dissolved lead concentrations in the on‐site groundwater do not exceed applicable 
delineation criteria and dissolved arsenic is localized to B‐5.  

Total (dissolved) chromium detections were reported in groundwater samples collected from B‐9 and B‐10. 
These samples were also analyzed for dissolved hexavalent chromium to assess what chromium species is 
present in the on‐site groundwater. Dissolved hexavalent chromium detections were reported in groundwater 
samples collected from B‐9, B‐10, B‐25, B‐26 and B‐29.  

Dissolved hexavalent chromium detections were reported in groundwater samples collected from B‐5 in 2021 
above the MDL. In February 2022, dissolved hexavalent chromium was not detected in B‐5 above the MDL.  

Total and hexavalent chromium concentrations have exceeded residential screening level under the chrome 
building (1050 Washington) and in Washington Street (roadway) southeast of the Site (B‐29). Hexavalent 
chromium concentrations surround these locations have reported detections that are below residential 
screening level. The established groundwater gradient is toward the northwest, and the concentration of 
hexavalent chromium in sample B‐29 is significantly less than reported concentrations in groundwater sample 
collected from B‐25. Dissolved hexavalent and total chromium was not detected in groundwater samples 
obtained from temporary wells located at B‐30 or B‐31. 

Total Chromium and hexavalent chromium concentrations in groundwater are illustrated in Figure 14 and Figure 
15, respectively. 

PSI has concluded that the extent of total and hexavalent chromium in groundwater has been delineated to 
the applicable delineation criteria.   

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VOCs in groundwater samples collected on the south area of the Site were reported to be below laboratory 
detection limits and/or below residential screening criteria, except for benzene.  

Benzene detections in groundwater samples collected from B‐7, B‐25, B‐28 and B‐29 were reported above its 
residential screening level of 0.005 milligrams per liter (mg/L). Benzene detections in groundwater samples 
surrounding these sample locations were below the MCL. The highest detections of benzene were from samples 
collected from borings B‐28 and B‐29, located off the Site in the east‐adjoining roadway. Locations B‐30 and B‐
31 also detected benzene in groundwater however at lower concentrations. B‐28 is located in close proximity 
and immediately downgradient of a former underground storage tank (UST) area east of the Site. Based on 
concentration gradients, groundwater flow, historical UST location on the eastern upgradient property, and 
historical groundwater concentrations of benzene throughout the eastern adjacent Site detected above the EPA 
MCL, benzene may be attributed to an offsite release. However, the source(s) of benzene in groundwater is 
currently unknown. Additional groundwater sampling will be conducted in the future and addressed during the 
completion of the RAP. 

To mitigate potential vapor intrusion concerns upon redevelopment, engineered barriers such as ground level 
parking and/or a vapor barrier will be utilized to mitigate potential vapor intrusion and be included as part of the 
RAP and long‐term Site Management Plan under the VCP. The potential vapor intrusion risk posed from VOC 
detections reported in on‐site groundwater samples are further discussed in Section 9. Benzene concentrations 
in groundwater are illustrated in Figure 11.  

3.2 OFF‐SITE EVALUATION 
The east adjoining Quality Linen site, located at 1024 South 200 West, Salt Lake City, Utah, was first developed 
with single family residences in the early 1940s. Quality Linen began laundry cleaning operations at the Site in 
1947 in a basement of one of the former residences. Over the years, the residences were removed, and the 
laundry operations were expanded. Dry cleaning operations were reportedly conducted from the existing facility 
from the 1960s until approximately 1985.  

The current laundry facility (UniFirst Uniform Services) is 1. 92 acres in size and is located on five separate parcels 
including a 52,974 square foot main laundry facility constructed in 1956 and expanded in the 1990s. The main 
building is utilized for washing, drying, shipping, receiving, and storage of linens. An 11,340 square foot 
maintenance and storage building constructed in the 1950s and expanded in the 1990s is used for general vehicle 
and plant maintenance and storage of delivery trucks, equipment, and other supplies. Several trench floor drains 
and an oil/water separator are located inside the building. 

In April 2008, a review of historic documentation from the Quality Linen site identified the following areas of 
concern for the east adjoining property: 

• Historical Dry Cleaning Operations 
• Former Kerosene Above Ground Storage Tank (AST) 
• Water Treatment ASTs and Chemical Storage 
• Underground Brine Pit 
• Maintenance Building Operations 

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Results of subsurface investigations performed in 2008 identified several locations in which VOC concentrations 
exceeded the U.S. EPA Region 9 Preliminary Remediation Goals (PRGs) for soil and federal maximum 
contaminant levels (MCLs) for groundwater. The primary contaminants of concern at the Site are chlorinated 
solvents, including tetrachloroethene (PCE) and trichloroethene (TCE), along with their biodegradation daughter 
products cis‐1,2‐dichloroethene (DCE) and vinyl chloride. Other chlorinated solvents detected at the Site include 
trans‐1,2‐dichloroethene, 1,1‐dichloroethene, and 1,2‐dichloroethane. Benzene detections at most of the 
groundwater sampling locations were in exceedance of the EPA MCL of 5 ug/L. The 2008 investigations concluded 
that the benzene impact appeared to be consistent across the east adjoining property and was most likely 
unrelated to the former underground storage tank (UST) system. The highest chlorinated solvent constituent 
concentrations within the groundwater were detected outside the northwest corner of the Quality Linen main 
building. PCE concentrations were reported ranging from 16 mg/L to 120 mg/L above the MCL of 0.005 mg/L. 
TCE concentrations were reported ranging 1.5 mg/L to 17 mg/L above the MCL of 0.005 mg/L. 

In addition, and based on this reporting, benzene was detected in "most of the groundwater sampling locations 
in exceedance of the federal MCL of 5 µg/L" or 0.005 mg/L. The adjacent Site was historically utilized for 
maintenance of vehicles and a former UST was located approximately 50 feet to the east of soil boring B‐28. 

Based on the location of the soil and groundwater impacts and presumed groundwater flow direction to the 
west‐northwest, it was likely that impacts had migrated offsite. The extent of PCE/TCE groundwater impacts are 
illustrated in the groundwater plume diagram provided in Appendix D (Wasatch Environmental Inc., 2010).  

Based on previous investigations documented in the Wasatch Environmental Remedial Investigation/Feasibility 
Study groundwater plume diagrams (Wasatch Environmental Inc., 2010) it is clearly evident that the 
east‐adjoining groundwater impacts have migrated onto the Site.  

3.3 VAPOR INTRUSION EVALUATION 
To evaluate vapor intrusion (VI) concerns associated with VOC exceedances in the on‐site groundwater, the 
Vapor Intrusion Screening Levels (VISL) calculator provided target groundwater concentration vapor intrusion 
screening levels for residential and commercial properties. 

There are no detections of VOCs in the soils or groundwater on the Site, with the exception of benzene, 
chloroform, and chlorinated solvents (e.g., TCE) in groundwater. Chlorinated solvents are documented to 
originate from an upgradient source. Benzene detections reported in groundwater samples B‐11, B‐18 and B‐23 
and chloroform detections reported in groundwater samples B‐7, B‐9, B‐22 and B‐25 are above the residential 
VISL on the south area of the Site. Based on concentration gradients, groundwater flow, historical UST location 
on the eastern upgradient property, and historical groundwater concentrations of benzene throughout the 
eastern adjacent Site detected above the EPA MCL, benzene may be attributed to an offsite release. However, 
the source(s) of benzene in groundwater is currently unknown. Additional soil and groundwater sampling will be 
conducted and addressed during the completion of the RAP. 

The proposed development on the south area of the Site includes a ground and second floor (2 levels) of open 
parking garage with some ground floor offices, dwelling units and lobby occupied space. Therefore, potential 
vapor intrusion concerns from the off‐site source upon redevelopment will be mitigated with the use of 
engineered barriers such as a vapor barrier, and open air ground level parking (refer to Section 9 for additional 
details). 
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3.4 TOXICITY CHARACTERISTIC LEACHING PROCEDURE ASSESSMENT  
Surface soils consist primarily of urban fill material that has documented lead and arsenic impacts. To assess 
leaching properties in shallow urban fill samples, lead concentrations that exceeded industrial RSLs were further 
characterized through toxicity characteristic leaching procedure (TCLP) analysis and evaluation. Based on TCLP 
analytical results soil to groundwater leaching does not appear to be a concern for the Site. TCLP analytical results 
are provided in Table 10. 

3.5 DOMESTIC WATER SUPPLY SURVEY 
Based on information regarding the locations of water wells provided by the Utah Division of Water Rights 
webpage (accessed in May 2021). No domestic water wells are located within a one‐mile radius downgradient 
of the Site. Based on the absence of domestic water supply wells, the urbanized setting where domestic water 
is supplied by the Salt Lake City Public Works Department and the low quality of the water in the underlying 
shallow aquifer system, PSI believes that no further evaluation of domestic water wells is necessary.  

3.6 SITE CHARACTERIZATION CONCLUSIONS 
More than 40 sample locations for soil and groundwater analysis have been advanced throughout the northern 
and southern portions of the Site as part of site characterization activities. In addition, additional sample 
locations were completed offsite to the east to further delineate PCE, TCE, and Benzene associated with 
documented off‐site groundwater impacts from the east‐adjoining property.  Based on analytical results of COCs 
in surface soils (urban fill), vadose zone soils and groundwater, PSI has concluded the following: 

 The primary COCs in surface soils, vadose zone soils and groundwater on the north and south area of the 
Site have been delineated to the applicable delineation criteria.  

 TPH‐DRO and TRPH exceedances are found in a localized area immediately adjacent compressors located 
on the exterior of the building at 1050 Washington (HA‐10 and HA‐11). In addition, several PAHs had 
elevated method detection limits (<18.4 mg/kg and <18.9 mg/kg) likely due to the presence of elevated 
TPH concentrations in the collected samples. Additional soil sampling (confirmatory) during the 
completion of the RAP will include PAH laboratory analysis to further evaluate the localized area of TPH‐
DRO and TRPH exceedances.  

 Hexavalent chromium in vadose zone samples reported exceedances in samples collected at the capillary 
fringe (approximately 8‐feet bgs). Therefore, the lateral and vertical extent of hexavalent chromium in 
the surface soils and vadose zone soils has been delineated to the applicable delineation criteria. 

 Total and hexavalent chromium concentrations have exceeded residential screening criteria under the 
chrome plating building (1050 Washington) and in the roadway southeast of the Site (B‐29). PSI has 
concluded that the extent of total and hexavalent chromium has been delineated to the applicable 
delineation criteria. 

 VOCs in groundwater samples collected on the south area of the Site have been reported to be below 
laboratory detection limits and/or below the applicable MCLs, with the exception of B‐27. PCE and TCE 
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were detected in groundwater at a concentration of 0.00965 mg/L and 0.00521 mg/L above the 
residential MCL of 0.005 mg/L. Detections of TCE was reported in groundwater samples BH‐5 and B‐2 
that are below the residential MCL but above the residential VISL. There are no detections of PCE or TCE 
in the on‐site soils indicating an on‐site release. Therefore, it is concluded that chlorinated solvent 
groundwater detections are originating from an offsite source (previously documented as a release site 
of chlorinated solvent) to the east of the Site. 

 Benzene detections in groundwater samples collected from B‐7, B‐25, B‐28 and B‐29 were reported 
above the residential screening level of 0.005 mg/L. Benzene detections in groundwater samples 
surrounding these locations were below the MCL. The highest detections of benzene were from samples 
collected from borings B‐28 and B‐29, located off the Site in the east‐adjoining roadway. Locations B‐30 
and B‐31 also detected benzene in groundwater however at lower concentrations. B‐28 is located in 
close proximity and immediately downgradient of a former UST area east of the Site. Based on 
concentration gradients, groundwater flow, historical UST location on the eastern upgradient property, 
and historical groundwater concentrations of benzene throughout the eastern adjacent Site detected 
above the EPA MCL, benzene may be attributed to an offsite release. However, the source(s) of benzene 
in groundwater is currently unknown. Additional groundwater sampling as part of the long‐term 
monitoring program will be conducted in the future. See Section 8.0. 

 Based on TCLP analytical results soil to groundwater leaching does not appear to be a concern for the 
Site. 

3.7 DATA GAP ASSESSMENT 
In order to fill a data gap under the south area buildings, upon slab removal of the chrome plating building, PSI 
will visually inspect soils. If during field inspection in areas outside the proposed excavation, additional activities 
are presented in Section 7 and may include the collection and analysis of additional samples for related analytical 
parameters.   

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4 PRIMARY CONTAMINANTS OF CONCERN 
Based on the results of previous environmental investigations, the subsurface zones and the associated primary 
COCs for each zone are as follows:  

• South Area ‐ Soils: Primary COCs for surface urban fill soils and subsurface vadose zone soils on the south 
area of the Site are hexavalent chromium, arsenic and lead from historical urban setting and historic site 
operations. A localized area of TPH‐DRO and TRPH were also identified in shallow soils.  

• South Area ‐ Groundwater:  Primary COCs for on Site groundwater is dissolved lead, dissolved arsenic, 
dissolved hexavalent and total chromium, benzene and chloroform. Chlorinated solvent groundwater 
impacts are associated with the historical east adjoining dry cleaning and truck maintenance facility and 
long‐term on‐site chrome plating operations. 

Initial investigations reported metals detections that included concentrations of total chromium. Therefore, 
additional hexavalent chromium analysis was conducted and based on analytical results, it has been determined 
that hexavalent chromium appears to be the dominate chromium species in the on‐site soil and groundwater. 
Therefore, hexavalent chromium is considered the primary COC for this assessment. 

This report will focus on the magnitude and extent of these primary COCs for the south areas of the Site. 

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5 CONCEPTUAL SITE MODEL 
A conceptual site model (CSM) was developed for the Site by identifying COCs in the impacted on‐site media and 
the pathways by which potential receptors (human and ecological) could be exposed to potential COCs based on 
the intended future use as a mixed residential/commercial development. 

Exposures to contaminated soil and groundwater at the Site were assessed for potential human and ecological 
receptors. Human receptors include construction workers and future residents and recreational users. Wildlife 
and biota (including sediment dwelling organisms) were also considered as potential ecological receptors.  

A number of conservative assumptions were made for the purpose of this RAP. Although exposures to 
recreational receptors are assumed to be lower than to residents, for purposes of this assessment, they are 
considered to be the same as for residents.  

In addition, since a toxicity assessment is beyond the scope of this RAP, we have conservatively assumed that all 
routes of exposure (inhalation, ingestion, and dermal exposure) are of concern for all contaminants. Although 
highly unlikely, the incidental ingestion of groundwater is also included for both residents and construction 
workers.  

Typical background metals values cited are concentrations for Salt Lake County, Utah from the US Geological 
Survey, National Geochemical Survey Database. Based on this evaluation, PSI has utilized the "Mean" value of 
22.1 mg/kg for use as the arsenic background concentration for on‐site soils.   

5.1 EXPOSURE PATHWAYS 
The CSM considers the following exposure pathways for the Site's impacted media: 

• Surface Soil – Directly completed pathways associated with surface soils are air dispersion, ingestion, 
and dermal exposures to all three classes of receptors. Surface soil particles may also be dispersed by 
surface water or storm water resulting in potential ingestion and dermal exposures to all three classes 
of receptors. 

• Subsurface Soil ‐ the only potential completed pathway is to construction workers via the inhalation, 
incidental ingestion, and dermal routes of exposure from shallow soils (0 to 2 feet bgs) impacted with 
lead and arsenic, and (0 to 8 feet bgs) impacted with hexavalent chromium. 

• Groundwater – Shallow (non‐potable) groundwater encountered at approximately 8 to 10 feet is 
impacted with VOCs and chromium. However, the ingestion pathway is also incomplete as the 
groundwater is not a potable water source at the Site. No domestic water wells are located within a one‐
mile radius downgradient of the Site.   
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6 REMEDIAL ACTION OBJECTIVES AND CLEANUP LEVELS 
This section provides the remedial action objectives and proposes cleanup levels for the Site that will be 
protective of human health and the environment considering the contaminants present and the proposed land 
use and exposure scenarios discussed in Section 5.0.   

6.1 REMEDIAL ACTION OBJECTIVES 
The remedial objectives are to address the following potential exposure scenarios: 

• Metals in surface soil and subsurface soil pose a threat to residents, recreational users, construction 
workers, and wildlife/biota. 

• COCs in subsurface soil and associated groundwater pose a threat to construction workers. 

6.2 CLEANUP LEVELS 
RAP results will be compared to residential and industrial EPA RSLs for Target Cancer Risk of 1E 06 and a Target 
Hazard Quotient (THQ) of 1.0, UDEQ's Initial Screening Levels (ISLs), and site‐specific background level for arsenic.  

6.2.1 SOIL 
Arsenic results will be compared to the mean as cited for Salt Lake County, Utah from the US Geological Survey 
(National Geochemical Survey Database) of 22.1 mg/kg.   

Lead results will be compared to residential EPA RSLs, updated May 2021, for Target Cancer Risk of 1E 06 and a 
THQ of 1.0 (400 mg/L). 

Hexavalent chromium [Cr(IV)] results will be compared to residential EPA RSLs, updated May 2021, for Target 
Cancer Risk of 1E‐06 and a THQ of 1.0 (0.3 mg/L).  

TPH‐DRO, TRPH, and PAH results will be compared to UDEQ's Initial Screening Levels (ISLs). 

6.2.2 GROUNDWATER 
As presented below, groundwater results will be compared to EPA MCLs for benzene, chloroform and total 
chromium.   

Hexavalent chromium does not currently have an MCL. It should be noted that the EPA tap water standard for 
hexavalent chromium of 0.000035 mg/L is not practical or technically feasible. According to Method EPA 1636, 
a hexavalent chromium MDL of 0.00023 mg/L can be achieved. However, this is higher than the 0.000035 mg/L 
EPA Tap Water screening value. In addition, please notice on page 34 of the attached low‐level hexavalent 
chromium Method 1636, which states that the "Lowest Ambient Water Quality Criterion" for hexavalent 
chromium is 0.010 mg/L (Appendix F). Method 1636 will be utilized for groundwater analysis for hexavalent 
chromium, which is the lowest limit achievable by best laboratory practices. Therefore, PSI is proposing to utilize 
0.010 mg/L as the cleanup objective for hexavalent chromium in groundwater. 
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To evaluate potential vapor intrusion from VOC impacts, groundwater results will be compared to the EPA's 
Target Groundwater Concentration from the Vapor Intrusion Screening Levels (VISL) calculator for residential 
and industrial properties (Target Cancer Risk = 1E‐06; Target Hazard Quotient = 1).  

COC Media Cleanup Objectives Analytical Method 
Arsenic Soil 22.1 mg/kg (background) SW846 6020B 
Lead Soil 400 mg/kg (RSL) SW846 6020B 
Hexavalent 
Chromium 
Soil 0.3 mg/kg (RSL) 3060/7199 
Benzene Groundwater 0.005 mg/L (MCL) 0.00159 mg/L 
(VISL) 
SW846 8260D 
Chloroform Groundwater 0.08 mg/L (MCL) 0.000814 mg/L 
(VISL) 
SW846 8260D 
Total Chromium Groundwater 0.1 mg/L (MCL) SW846 6020B 
Hexavalent 
Chromium 
Groundwater 0.010 mg/L* 0.000035 mg/L* 
(Tap Water) 
EPA Method 1636 
TPH‐DRO Soil 500 mg/kg (ISL) EPA Method 8015 
(modified) 
TRPH Soil 1,000 mg/kg (ISL) EPA Method 9871B  

*Note: Analytical methods for hexavalent chromium cannot achieve the Tap Water screening level; therefore, low‐level 
hexavalent chromium Method 1636, the "Lowest Ambient Water Quality Criterion" for hexavalent chromium in 
groundwater, is 0.010 mg/L.  

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7 REMEDIAL APPROACH 
This section describes the proposed remedies for impacted soil and groundwater that will meet the remedial 
action objectives. It should be noted that impacted soils have been previously removed from the southern 
portion of the site under the northern RAP and this work was previously submitted to DERR in October 2023. 

Subsurface soil and groundwater (if encountered) exceeding TPH cleanup levels will be removed and disposed 
of at an appropriately permitted off‐site facility.   

7.1 SOIL REMEDIATION  
7.1.1 SOIL REMOVAL PROCEDURES ‐ LOCALIZED TPH/TRPH AREA 
All visually impacted shallow soil adjacent to the compressors (upper 0 to 3 feet) will be removed from specified 
areas (HA‐10 and HA‐11 locations as presented as Figure 5 through Figure 15). The vertical extent of impacts in 
urban fill surface soils is not expected to exceed 2 feet in depth. During removal, an organic vapor analyzer 
equipped with a photoionization detector (OVA‐PID) will be utilized to screen soil to guide removal of TPH 
impacted soils. Approximately 50 to 80 yards of impacted materials will be removed, based on soil data collected 
to date. 

Soil will be removed by direct haul and transported to a licensed landfill under a special waste disposal permit. 
Manifest of the volumes of soil removed from the Site will be acquired and retained in the project file for 
inclusion in a remedial action report. 

Once visual and PID readings indicate that the removal has been successful, confirmation samples will be 
collected from the floor and sidewalls as described in Section 7.2.2 and 7.2.3 for PAHs, THP‐DRO, and TRPH. 
Confirmation samples from all removal areas will be submitted to Pace Analytical National (Pace) for analysis. 
Duplicate samples will be collected at the frequency specified in the Quality Assurance Project Plan (QAPP). Split 
samples will be collected at the frequency required by UDEQ and submitted to a separate state certified 
laboratory for analysis following the same method(s) used for confirmation samples. All field procedures will 
follow PSI's QAPP dated December 2, 2021, previously approved by DERR. Locations of confirmation samples will 
be surveyed with a GPS unit and recorded. 

7.1.2 SOIL REMOVAL PROCEDURES ‐ URBAN FILL 
All contaminated urban fill surface soils (upper 0 to 3 feet) will be removed from specified areas (as shown on 
concentration diagrams presented as Figure 5 through Figure 15). The vertical extent of impacts in urban fill 
surface soils is not expected to exceed 2 to 3 feet in depth in the majority of the urban fill removal areas but will 
extend deeper in the discrete location of SB‐12 (approximately 5 feet bgs), therefore X‐ray fluorescence (XRF) 
field screening will be used to guide removal of metal impacted soils. Approximately 500 to 700 yards of impacted 
materials will be removed, based on soil data collected to date. 

Urban fill surface soils will be removed by direct‐haul and transported to a licensed landfill under a special waste 
disposal permit. Manifest of the volumes of soil removed from the Site will be acquired and retained in the 
project file for inclusion in a remedial action report. 

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A handheld XRF will be utilized during removal activities for insitu field screening to guide removal of metal 
impacted soils. Contaminated urban fill surface soil will be removed from the areas defined by the site 
characterization to a depth of 1 to 2 feet and based on visual observations of the removal of shallow fill materials, 
then the excavated area will be screened in‐situ with the XRF. The insitu screening will utilize the lead reading of 
400 ppm as its screening limit. In the event that XRF readings indicate lead at concentrations above 400 mg/kg 
(insitu XRF), additional soil will be removed from the floor of the excavation in 6‐inch lifts. Similarly, if the XRF 
readings indicate that contamination remains on the sidewalls, then the excavation will be enlarged laterally. 
Newly excavated areas will then be re‐screened. Due to the arsenic cleanup objective of 22.1 mg/kg, XRF 
screening for arsenic will not be a reliable method for insitu screening. Typical arsenic XRF readings +/‐ variance, 
even at a 60 second screening interval, will be greater than the 22.1 mg/kg cleanup objective. Arsenic XRF data 
will be collected; however, laboratory analytical results will be utilized as confirmation of arsenic removal. 

When XRF readings indicate that the removal has been successful, confirmation samples will be collected from 
the floor and sidewalls as described below. Therefore, after confirmation samples verify areas excavated meet 
cleanup objectives, the Site will be left open for future construction to occur in the area. 

When XRF readings for lead indicate that the removal has been successful, confirmation samples will be collected 
from the floor and sidewalls as described in Section 7.2.2 and 7.2.3. Confirmation samples from all removal areas 
will be submitted to Pace for analysis. Duplicate samples will be collected at the frequency specified in the QAPP. 
Split samples will be collected at the frequency required by UDEQ and submitted to a separate state certified 
laboratory for analysis following the same method(s) used for confirmation samples. All field procedures will 
follow PSI's QAPP dated December 2, 2021, previously approved by DERR. Locations of confirmation samples will 
be surveyed with a GPS unit and recorded. 

If laboratory data indicates COCs still exceed cleanup objectives, additional soils will be removed, screened as 
referenced above, and additional samples for laboratory analysis will be submitted to Pace. 

Once confirmation samples have verified that an area meets the cleanup levels, the remaining non‐impacted soil 
on the Site will be removed due to geotechnical reasons. "Clean" fill material may also be brought to the Site and 
used to complete final construction grade prior to redevelopment (if necessary).  

7.1.3 CONFIRMATION SAMPLES – EXCAVATION FLOOR 
Composite confirmation samples will be collected from the floor of excavated areas, which will be measured and 
staked into approximately 20 foot by 20‐foot sections. Each section will be subdivided into four 10 foot by 10‐
foot subsections. Equal aliquots of soil will be collected from 0‐6 inches in the center of each of the four 
subsections and placed in a re‐sealable plastic bag (e.g., Ziplock) and homogenized. A portion of the homogenized 
soil will be transferred to a laboratory provided glass jar and will be submitted for laboratory analysis. 

If a confirmation sample is determined to exceed the cleanup levels additional soil will be removed from that 20 
foot by 20‐foot section in 6‐inch lifts, then the floor will be field screened with the XRF, and another soil 
confirmation sample will be collected for laboratory analysis.  

7.1.4 CONFIRMATION SAMPLES – EXCAVATION SIDEWALLS  
Confirmation samples will be collected from the sidewalls of subsurface excavation areas, and from the sidewalls 
(or perimeters, if the sidewalls are indistinct) of the excavations. Discrete soil samples will be collected from the 
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mid‐point and on the surface of the sidewall at 20‐foot intervals. The sidewall soil sample will be transferred to 
a laboratory provided glass jar and will be submitted for laboratory analysis. Each sample location will be 
recorded in the field notes.  

7.1.5 CONFIRMATION ANALYSIS  
Confirmation soil samples collected from excavated sections from the south area will be analyzed for total lead 
and arsenic.  

7.2 REMEDIAL ACTIONS ‐ HEXAVALENT CHROMIUM IMPACTED AREA 
The proposed remedial strategy for soil and groundwater impacted by hexavalent chromium is to conduct 
subsurface injection of a reductive agent (Calcium Polysulfide (CPS)). The following steps will be taken in the 
process are:  

 Conduct Pilot Study of the use of calcium polysulfide (CPS) in the vicinity of B‐9.  Approximately, 30‐
days after Pilot Study Injection, collect and analyze soil and groundwater samples and compare soil and 
groundwater data to per‐treatment concentrations. See Section 7.2.1 – 7.2.3. 
 Prepare report on Pilot study and submit to DERR within 45 days of receipt of soil and groundwater 
analytical results.  
o If CPS treatment is effective, carry out full scale work plan (Section 7.3) which will include:  
1. Treat groundwater to the full extent of contamination (Figure 19), extending into S. 
Washington Street and under Building 1038.   
 Demolish Building 1050 down to slab and foundation walls (e.g., building roof and walls will be 
demolished). See Section 7.2.6. 
 Inspect Slab of Building 1050 visually and sample. See Section 7.2.7. 

7.2.1 PILOT STUDY (HEXAVALENT CHROME AREA) 
Prior to building demolition, the proposed remedial strategy for groundwater is to conduct subsurface injection 
(in‐situ) in the area of hexavalent chromium impacts. Therefore, prior to additional source soils removal and full‐
scale injections, a pilot study will be conducted at the site.   

The pilot study will be completed in the vicinity of B‐9 to evaluate desired dosages of the selected injection 
material (e.g., calcium polysulfide). The pilot study injection area is depicted in Figure 18. The findings from the 
pilot study will be utilized to 1) evaluate its effectiveness, 2) evaluate any modifications in the volume‐based 
mixture of the injectant to effectively reduce hexavalent chromium to trivalent chromium, and 3) develop full‐
scale injection (Section 7.3).  

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7.2.2 INJECTANT INFORMATION 
The goal of hexavalent chromium remediation is to reduce the carcinogenic, soluble, and mobile hexavalent 
chromium to the less toxic and less mobile trivalent chromium, which forms minimally soluble precipitates with 
the use of CPS. Changing the oxidation state of metals by oxidation or reduction can detoxify, precipitate, or 
solubilize the metals (NRC, 1994; Evanko, C.R., and Dzombak, D.A., 1997). Successful reduction of hexavalent 
chromium hinges upon the formation and stability of trivalent chromium precipitates, and due to their non‐toxic 
form can be left in place after treatment.  

CPS is a water‐soluble compound that has been shown to be cost‐effective and environmentally protective in 
varied geohydrological regimes.  CPS is sold as a 29% aqueous solution of CaSx. Cation metals such as arsenic, 
lead, cadmium, and copper also precipitate as non‐toxic sulfides in the presence of CPS. (DOE/RL‐2006‐17 REV 
0, 2006). 

CPS (CaSx) reacts with oxygen (O2) and carbon dioxide (CO2) to form calcium thiosulfate (CaS2O3), hydrogen 
sulfide (H2S), sulfur (S) and calcium carbonate (CaCO3) as shown below: 

𝐶𝑎𝑆௫ ൅ 32⁄𝑂ଶ →𝐶𝑎𝑆ଶ 𝑂ଷ ൅ ሺ𝑥െ2ሻ5 

𝐶𝑎𝑆௫ ൅ 𝐶𝑂ଶ →𝐶𝑎𝐶𝑂ଷ ൅𝐻ଶ 𝑆൅ሺ𝑥െ1ሻ5 

Hexavalent chromium is reduced to trivalent chromium by calcium thiosulfate and hydrogen sulfide. The sulfide 
of trivalent chromium is unstable in water or soil moisture and precipitates as chromium hydroxide (Cr(OH)3) 
which is stable across a wide range of naturally occurring geochemical conditions. 

Hexavalent chromium may also be reduced indirectly by reaction with ferrous iron produced by interaction 
(reduction) of ferric iron (naturally present in soils) with CPS. REMETOX® was selected as the CPS agent for the 
slurry based on its industrial and commercial use in the industry. The dosage was estimated by assuming a filling 
of 10% of the pore volume with a 29% solution. The solution would be diluted to give better coverage and a 
greater radius of influence (ROI). The upper stoichiometric amount for testing is about 6.5 mole slurry/mole 
Cr(VI).  

7.2.3 PILOT STUDY  
An Underground Injection Control (UIC) notification will be submitted and obtained prior to injection activities. 
In addition, PSI will notify the local utility alert service to mark public utilities in the proposed area of injection 
drilling, as required by law. PSI will also subcontract a private utility locate company to clear each injection 
location.   

The proposed pilot study area was selected in the area of former B‐9 within the former chrome plating building 
(1050 Washington).  The pilot study area is depicted in Figure 18.  Based on recent discussion with DERR, DERR 
has indicated that the pilot study can be conducted in concurrence with approval of this RAP Southern Portion 
and Public Comment period. 

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7.2.4 FORMER OPERATIONS 
In September 2022, Salt Lake Chrome began activities to vacate the property. All equipment, bumpers, 
warehouse and office equipment were removed.  In addition, Salt Lake Chrome Plating and Collision Products 
contracted Enviro Care Inc. to remove all hazardous and non‐hazardous liquids and solids from the facility’s 
plating areas including all associated piping, storage tanks, vats, temporary structures, flooring, and debris. 
During the remediation process, Enviro Care utilized OSHA 1910.120 Hazwoper 40‐hour trained personnel to 
conduct all onsite work activities. If required, certified analysis was performed to identify unknowns or toxicity 
levels for determining the appropriate disposal method. Once identified, all liquids and solids were properly 
packaged into United Nations approved shipping containers for both drummed and bulk waste. Each waste 
stream was profiled at an EPA or state permitted disposal facility, manifested, transported, and properly 
disposed. The entire property was vacated by Salt Lake Chrome in November 2022. Decommissioning 
documentation provided by Enviro Care Inc was issued to DERR as an Appendix of the Remedial Action 
Completion Report ‐ Northern Portion in October 2022. 

7.2.5 PRE‐DEMOLITION HAZARDOUS MATERIALS SURVEY / ABATEMENT ACTIVITIES 
In March and April 2022, PSI conducted a survey to evaluate the asbestos content of suspect materials, as well 
as a limited on‐site screening for LBP on painted surfaces in the structures on the Site prior to redevelopment. 
During the survey, a total of eighty‐three (83) bulk samples from thirty (30) suspect homogeneous materials 
were collected and analyzed for asbestos content. In addition, a total of twelve (12) paint chip samples were 
collected and analyzed from the subject property.  

Based on the results of samples obtained, asbestos was not detected as part of this project.  Lead‐based paints 
were not identified in the paints sampled as part of this project; however, paint containing detectable levels of 
lead were identified. Pre‐demolition hazardous materials survey documentation was issued to DERR as an 
Appendix of the Remedial Action Completion Report ‐ Northern Portion in October 2022. 

7.2.6 BUILDING DEMOLITION 
Prior to remedial activities, only the current plating building (1050 Washington) will be demolished to allow 
access to the area of impacted soils. Prior to demolition of the 1050 structure, the demolition contractor will 
submit a Fugitive Dust Control Plan as described in Section 7.4.6 and utilize the building demolition fact sheet 
and implement accordingly.   

The demolition of the other 2 structures (1038 and 1060) on the property will be completed after the completion 
of soil and groundwater remediation. PSI will coordinate and document the proper management, storage, and 
disposal of any chemicals, unknown containers, fluids or any other potentially hazardous materials found in the 
buildings.  

In addition, prior to 1050 Washington demolition, PSI will utilize an X‐ray fluorescence (XRF) and/or obtain 
building materials samples for total RCRA metals analyses by EPA Method 6020B. Total metals data (XRF or 
laboratory) will be compared to the Maximum Concentration of Contaminants for the Toxicity Characteristic 
(Title 40 ‐ Protection of Environment, Chapter I ‐ Environmental Protection Agency, Subchapter I ‐ Solid Wastes, 
Part 261 ‐ Identification of listing of Hazardous Waste, Subpart C ‐ Characteristic of Hazardous Waste) using the 
20‐times rule.  If metal data is detected above the 20‐times rule, additional TCLP analysis may be performed to 
further evaluate the materials potential “hazardous waste” classification.   
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PSI will periodically monitor the vertical demolition for unknown environmental concerns that may arise, and PSI 
will visually inspect and document the removal of foundations. For details of PSI’s involvement in sub‐slab 
monitoring, please refer to Section 7.2.7 [below]. During these activities, inspection information including 
mapping and evaluating potential discharge locations such as drains, pits, sumps, catch basins, staining, etc. will 
be documented on daily field logs. Photographic documentation will also be included. 

7.2.7 UNDER SLAB SOIL VISUAL INSPECTION 
Based on sample data conducted to date, excavation of impacted soil (lead, arsenic, hexavalent chromium, and 
a localized area of TPH) is not expected to extend under the current footprints of 1038 Washington or 1060 
Washington above cleanup objectives. However, as an additional safeguard, observations will be made in the 
vicinity of all former building slabs, following demolition. During removal of a slab, PSI will have an environmental 
professional visually inspect the subsurface soils for the presence of urban fill and/or soil impacts. During 
inspection, visual and olfactory observations (e.g., urban fill, stained soils, odors, etc.) will be documented. 
Following any visual or olfactory observation, PSI will monitor the ambient air and/or soil with a photo‐ionization 
detector (PID) to screen for VOCs. PID data may be used as a basis for additional characterization sample 
collection. 

If a change in condition is observed and/or XRF field screening data indicates a potential elevated concentration 
of lead, additional characterization samples will be collected from the area. In addition, if visual or olfactory 
observations indicate a change in soil conditions (e.g., odorous, visual, color, PID readings, etc.) from previous 
investigation observations, sample analysis will be expanded accordingly and in concert with DERR approvals. 
These additional soil samples will be analyzed for VOCs using EPA Method 8260D, PAHs using EPA Method 8270, 
RCRA metals and nickel and copper using EPA Method 6020B. This methodology will be used at all building slab 
locations throughout the Site.  

Should impacts be observed based on laboratory data and additional soil excavation and confirmatory sampling 
be necessary, composite confirmation samples will be collected from the floor of excavated areas, which will be 
measured and staked into approximately 20‐foot by 20‐foot sections.  Each section will be subdivided into four 
10 foot by 10‐foot subsections. Equal aliquots of soil will be collected from 0‐6 inches in the center of each of 
the four subsections and placed in a re‐sealable plastic bag (e.g., Ziplock) and homogenized.  A portion of the 
homogenized soil will be transferred to a laboratory provided glass jar and will be submitted for laboratory 
analysis. 

In addition, confirmation samples will be collected from the sidewalls of subsurface excavation areas, and from 
the sidewalls (or perimeters, if the sidewalls are indistinct) of the excavations.  Discrete soil samples will be 
collected from the mid‐point of the sidewall at 20‐foot intervals. The sidewall soil sample will be transferred to 
a laboratory provided glass jar and will be submitted for laboratory analysis. Each sample location will be 
recorded in the field notes.  

If laboratory data indicates concentrations still exceed cleanup objectives, additional soils will be removed, 
screeded as referenced above, and additional samples for laboratory analysis will be submitted for laboratory 
analysis. 

Once the sampling and analyses verify that the shallow soils remaining at the property do not exceed cleanup 
objectives, soil on the remainder of the Site will be managed appropriately by the developer. See Section 11.4 
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for Deviation to this RAP if additional impacts are identified during slab removal activities. Additional excavation 
and sampling will be in concert with DERR. 

Based on future geotechnical testing, the upper most soils (approximately 3‐4 feet bgs) will likely be removed 
and properly relocated. Additional soil profiling through laboratory analysis may be required, depending on the 
final destination of soils. The Developer will notify PSI to document activities completed during the removal of 
soil from the property. 

7.2.8 SOIL REMOVAL PROCEDURES ‐ HEXAVALENT CHROMIUM IMPACTED AREA 
Prior to excavation a Right of Way (ROW) Encroachment Permit may be required, and upon approval, a traffic 
control plan will be prepared prior to any offsite excavations. Upon approval, PSI will notify the local utility alert 
service to mark public utilities in the proposed area of drilling, as required by law. PSI will also subcontract a 
private utility locater in order to check the area around the proposed borings for existing private underground 
utilities. In addition, the VCP Applicant may request Utah Division of Waste Management and Radiation Control 
(DWMRC) to provide a “Contained Out Determination” prior to soil excavation.   

Accessible areas of contaminated soils in the area of historical plating operations will be removed as shown on 
concentration diagrams presented as Figure 12 and Figure 13. Impacted soil will be removed by direct‐haul and 
transported to a licensed landfill under a special waste disposal permit. Manifest of the volumes of soil removed 
from the Site will be acquired and retained in the project file for inclusion in a remedial action completion report.  

7.2.9 CONFIRMATION SAMPLES – EXCAVATION (HEXAVALENT CHROMIUM IMPACTED AREA) 
After excavation, grab confirmation samples will be collected utilizing the excavator’s bucket from the floor and 
sidewalls of the excavation. One sample every 20 linear feet will be collected from the sidewalls in the vertical 
zone where contamination is found (2‐3 feet in shallow excavation areas and 6‐8 feet in deeper portions of the 
excavation). In addition, one sample every 20 ft by 20 ft area will be collected from the floor of the excavation. 
Samples will be analyzed for hexavalent chromium and trivalent chromium, and total chromium.  If confirmation 
samples exceed RSLs, additional soil will be excavated, and another round of confirmation samples will be 
collected. 

If during soil removal activities, soil confirmation data indicates soils cannot be remediated to residential RSLs, 
DERR will be consulted to evaluate potential engineering controls or other measures to protect direct exposure 
to areas with residual levels left in place. 

7.2.10 CONFIRMATION SAMPLES – EXCAVATION GROUNDWATER (HEXAVALENT CHROMIUM IMPACTED 
AREA) 
During excavation, chromium impacted groundwater may collect within the floor of the excavation. A hydrovac 
will be utilized to dewater the excavation, if necessary. Prior to and after dewatering events have occurred, grab 
samples will be collected from areas of the excavation floor for dissolved chromium (total, trivalent and 
hexavalent) analysis and additional water profile analyses required by the TSD facility.  Water will be transported 
to a licensed facility under appropriate waste management procedures. Manifest of the volumes of water 
removed from the Site will be acquired and retained in the project file for inclusion in a remedial action report.  

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The groundwater will be removed if necessary to continue soil removal procedures or until the excavation 
becomes "dry" and no groundwater recharge is observed. Grab confirmation samples of groundwater that may 
seep into the excavation may be collected from the open excavation using a peristaltic pump with weighted 
disposable tubing. 

These water samples will be analyzed for total, trivalent, and hexavalent chromium and VOCs. The samples will 
be sent to Pace for analysis. If the samples exceed one or more RSL, additional groundwater may be removed, 
or the excavation will be backfilled and in‐situ injections of calcium polysulfide (CPS) in recalcitrant areas of the 
groundwater impacts will be conducted, see Section 7.3.1.  Also refer to groundwater sampling and long‐term 
monitoring in Section 8. Samples will be analyzed as described above according to the DERR approved QAPP 
(dated December 2, 2021). 

7.3 GROUNDWATER REMEDIATION 
7.3.1 REMEDIAL INJECTIONS 
Remediation at the Site will consist of two methods, excavation activities and chemical injections. A pilot study 
will be implemented prior to the chemical injections to collect data in support of remedial activities which are 
planned for the Site. Following the pilot study and excavation activities, chemical injections of calcium polysulfide 
will be performed to address groundwater impacts at the Site. The purpose of the injections is to utilize calcium 
polysulfide (a proven treatment chemical) to convert hexavalent chromium to a less mobile and less toxic 
compound. Refer to Figure 18 for areas exceeding cleanup criteria which include an area offsite to the east (B‐
29) and approximate full scale injection area. Refer to sub‐Section 7.2.2 for a description of the effectiveness of 
subsurface injection of a reductive agent (calcium polysulfide). 

PSI will notify the local utility alert service to mark public utilities in the proposed area of drilling, as required by 
law. PSI will also subcontract a private utility locate company to clear each injection location.  In addition, for the 
area offsite within Washington Street, A Right of Way (ROW) Encroachment Permit will be acquired, and upon 
approval, a traffic control plan will be prepared prior to any offsite activities.   

The injection agent will be injected into the shallow groundwater zone using direct push drilling with high 
pressure injection technology.  

It is anticipated that a total of 8 vertical feet of the subsurface will be targeted at each injection point. However, 
this may change based on the results of the pilot study. Based on depth to groundwater measurements, it is 
anticipated that injection intervals will be from approximately 5 feet bgs to 13 feet bgs. In the area of 1050 
chrome plating building and near soil boring B‐29 in the center of Washington Street, up to 28 injection points 
(14.25 foot spacing) are currently proposed, however spacing and coverage may be modified based on data 
obtained from the proposed pilot study. 

The CPS slurry will be injected using direct push drilling with high‐pressure injection technology. Direct push 
technology utilizes hollow metal rods which are pushed into the ground with a track‐mounted hydraulic drill rig. 
Based on the lithology at the Site, injection points will be installed on 10‐foot centers in both Areas. A total of 
14,784 gallons of REMETOX® (CPS) will be mixed with 14,784 gallons of water over the injection area. Refer to 
following injection information on CPS injection area design values.  

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Upon completion of injection activities, all injection locations will be backfilled with bentonite plug to ground 
surface.  

The following equipment will be utilized for the pilot study. 

 Drill Rig: Geoprobe 78 series (or equivalent) DPT/auger combination track mounted. 
 Injection Trailer: Two‐axle, enclosed trailer with dual pumps and 300‐gallon stainless steel mixing tank. 
 Injection Pump: Hydra‐Cell D‐35 positive displacement pumps: 37 gallons per minute (gpm) and 1,200 
pounds per square inch (psi). 
 Injection Monitoring: Digital pressure and flow gauge with integrated graphing software. 
 Injection Tooling: 1.5‐inch outer diameter (OD) injection tool with internal stainless‐steel screen (top‐
down). 
 Optional Injection Tooling: 1.5‐inch OD drill rod with pressure activated lateral injection tips (top‐down). 
 Injection Hose: ¾‐inch 2000 psi working pressure. 
 Power: 40‐kilo watt (kW) (or equivalent) pull behind generator. 
 Water Procurement: Nearby hydrant using city rented metering equipment. 
 Water Containment: Two approximately 500‐gallon polyethylene water tanks. 
 Cleanup supplies: 16‐gallon wet/dry shop vacuum and pressure washer. 
 Both bottom‐up and top‐down injection tooling, including expendable points if lithology becomes 
difficult. 

The proposed injection tool for CPS injection will be Environmental Service Products (ESP) injection tool with 
internal stainless‐steel screen. This tool is 2’ long with holes oriented from end to end. Within the tool is a 
stainless‐steel screen which prevents remediation material backflow and the surrounding lithology entering and 
clogging the rod. The advantage of this tool is that it contains injection ports throughout the two‐foot injection 
interval while also being able to be utilized in a top‐down manner. Top‐down injections are preferred to bottom‐
up injections by eliminating the risk of flooding the bottom intervals due to preferential pathways caused by 
initially drilling to the deepest depth of the injection borehole before injecting. 

Retractable screen tools are a common type of bottom‐up injection tooling and are generally recommended for 
applications using low pressure and flow in highly permeable formations. Due to the required drill depth and 
preference for higher flow, the retractable screen tool will be a backup option. The tools are drill rods equipped 
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with a screened section in various lengths in a protective sheath that is pushed to a desired depth, and then 
retracted, exposing the screen. The screened section of the tool can be made in lengths of one to five feet and 
can only be used in a bottom‐up fashion for injection of multiple intervals. Once drilled to the deepest depth 
interval, they are pulled and injected from the bottom up, until all required intervals are complete. Once the 
screened section is exposed, it cannot be closed as it would clog or jam with sand and possibly damage the 
tooling. The retractable tool is most effective in coarse‐grained permeable soils where liquid products or very 
fine slurries are likely to flow equally into the entire exposed interval. This tool is not robust enough for hard 
soils or larger cobbles. 

Custom built, pressure activated, discreet interval injection tips will be utilized on the lead end of a 1.5” OD x 5’ 
long tool, there are a set of six (6) or more holes, with diameters between 3/32” and 5/32”, drilled along the rods 
circumference. Behind those holes are a spring and plunger that activate under pressure. When drilling, the 
spring holds the plunger in front of the holes to avoid clogging. When pressurized, the spring and plunger are 
pushed to a position that reveals the holes. This type of injection tooling will perform well in all soil types but is 
most effective in less permeable soils where fractures must be created for the placement of product using high 
pressure directed flow. These tools allow for more accurate placement of the reagent in vertical intervals spaced 
one and two feet apart but require a high pressure/high flow injection system. 

An electric powered Hydra‐Cell D‐35 positive displacement pump with electronic speed controller (ESC) for 
injections will also be utilized. These pumps are capable of injecting at pressures up 1200 psi and flows of 37 
gpm, respectively. The ESC allows pressures and flows to easily be controlled. Data will be recorded with the use 
of a digital flow and pressure monitoring system that includes recording the injection graphs on a computer, to 
monitor injection behavior. 

Following the completion of the injection events, monitoring wells will be installed as presented in Section 8 and 
long‐term groundwater monitoring will be conducted to evaluate the effectiveness of the full‐scale groundwater 
injection activities presented above.   

7.4 SITE PREPARATION  
Work zones will be established around areas of contamination, and demolition of the chrome plating building, 
and tracking into and out of the zones will be controlled to prevent spreading of contamination.   

7.4.1 CONTRACTOR RESPONSIBILITIES  
The construction contractor will be responsible for all permits required in connection with the handling and 
transport of potentially impacted subsurface media from the Site. For off‐site regulated soil shipments, the 
construction contractor shall provide loading and transportation services under Bill of Lading (BOL) or Material 
Shipping Record (MSR).  

7.4.2 WORKER PROTECTION  
Prior to construction activities, on‐site workers must be informed of soil and groundwater conditions relating to 
construction and maintenance. On‐site construction workers that will directly or indirectly come into contact 
with on‐site soil shall comply with any applicable state, city or local safety codes. On‐site construction workers 
shall be responsible for evaluating the appropriate health and safety work practices required, and for supplying 
and utilizing necessary equipment and precautions required for the safety of employees, including adequate 
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personal protective equipment (PPE), monitoring and training requirements under Occupational Safety and 
Health Administration (OSHA) standards. 

Level D PPE is considered adequate to conduct excavation activities. Level D is the lowest level of PPE required 
by the U.S. Occupational Health & Safety Administration (OSHA) and is used for nuisance contamination only. 
Other PPE is based upon the situation (types of gloves, etc.). It is recommended that dermal contact with soil or 
groundwater be avoided through the use of gloves, and that inhalation or ingestion of dust be minimized through 
site control practices. 

Proper hygiene practices should be implemented to prevent dermal contact and/or ingestion of contaminants. 
If potentially hazardous subsurface media is discovered during construction activities, site safety personnel 
should be notified to assess if higher levels of protection are warranted. Regardless, the construction contractor 
is responsible for the health and safety of his personnel, and it is required that the construction contractor 
prepare, implement and maintain a site‐specific Site Health and Safety Plan (HASP) for the protection and 
wellbeing of its workers, subcontractors and authorized visitors to the Site during the course of construction. 

7.4.3 DUST CONTROL  
Construction workers shall minimize wind erosion and dust transport during construction by ensuring that all 
necessary dust controls (application of water, tarps, dust suppressants, etc.) are implemented and maintained 
at all times during periods of operation. 

Remedial actions will involve disturbance, excavation, and transportation of soil impacted with metals. All haul 
trucks will be required to cover the contaminated soil load with a tarp prior to leaving the site. Fugitive dust may 
be generated from activities within the work area. Although the area proposed does not exceed one‐quarter 
acre, as referenced in the Utah Division of Air Quality (UDAQ) Administrative Rules under R307‐205 Emission 
Standards: Fugitive Emissions and Fugitive Dust, dust will be managed.  At the request of DERR, the demolition 
contractor will submit a Fugitive Dust Control Plan according to demolition permitting utilizing the Utah 
Department of Air Quality (DAQ)  [appengine.egov.com] online tool that you can be used to produce and submit 
the fugitive dust control plan.  

The objective during activities at the Site is to minimize fugitive dust and will utilize visual inspection. The RAP 
fugitive dust goal is zero visible dust when working with impacted materials. PSI on‐site personnel will 
periodically conduct visual monitoring of fugitive dust. If engineering controls are ineffective, work activities will 
be limited or stopped until conditions improve. Work stoppage may also be required in high winds. 

7.4.4 ANTI‐TRACKING 
In general, excavation activities will take place in a manner designed to minimize equipment contact with 
contaminated soil.  Excavators and haul trucks will not enter the areas of excavation. Vehicles and equipment 
will be decontaminated to prevent the spread of contamination both within the Site and off‐site. Construction 
workers shall employ anti‐tracking measures (street sweepers, anti‐tracking pads, etc.) at the site ingress and 
egress areas to ensure that vehicles do not track soil onto a public roadway at any time. All equipment that was 
exposed to contamination will be decontaminated prior to leaving the Site. 

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7.4.5 SITE CONTROL / SECURITY 
Site security will be the responsibility of the Applicant and the construction contractor that will restrict access to 
the Site and prohibit the general population and non‐site personnel from entering during construction activities.   

7.4.6 STORMWATER MANAGEMENT 
During construction, stormwater management should be conducted to reduce contact with sediment and 
stormwater run‐off. Berms or temporary controls should be used to divert run‐off around open excavations and 
to prevent run‐off from leaving the Site. Should stormwater come in contact with potentially impacted media, it 
will be managed properly.   

Based on the area to be disturbed during remedial actions, a Stormwater Pollution Prevention Plan is not 
required.   

7.4.7 PUBLIC NOTICE 
Prior to remedial action, a notice informing the public of the proposed action, where the plan may be viewed, 
and where comments can be submitted will be published in the local newspaper and mailed or hand‐delivered 
to adjacent landowners (Appendix E). 

7.5 MITIGATION MEASURES 
Stewardship of the Site will include an operations and maintenance (O&M) plan that will be implemented to 
ensure the building structure footprint and paved areas are maintained to a protective state. To mitigate any 
potential vapor intrusion concerns (e.g., TCE), the proposed development will utilize a use limitation on the south 
area of the Site. Based on development, the entire footprint of the structure will utilize a vapor barrier system 
to mitigate potential vapor intrusion. A 20 to 30 mil vapor barrier compatible with the COCs. Examples include 
VAPORBLOCK® Plus (vbp20) by Raven Industries, Drago® Wrap Vapor Intrusion Barrier by Stego Industries, LLC, 
MonoShield by Land Science, Geo‐Seal EV20 and BASE 30 by EPRO Services, Inc. Therefore, potential vapor 
intrusion concerns from the off‐site source upon redevelopment will be mitigated with the use of this vapor 
barrier system.  

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8 LONG‐TERM GROUNDWATER MONITORING 

8.1 GROUNDWATER MONITORING AND ANALYSIS 
To evaluate remedial effectiveness after the RAP remediation activities is complete, groundwater monitoring 
will be conducted for a minimum of four (4) quarterly events to establish that the groundwater plume is either 
stable or decreasing. Groundwater samples will be collected from the existing groundwater monitoring network 
at the completion of remedial activities. At such time after this phase of groundwater monitoring, additional 
long‐term monitoring will be conducted according to the Site Management Plan (See Section 9.3).  

Prior to purging and sampling, each monitoring well will be gauged to measure depth to groundwater relative to 
the top of casing and total depth to assess potential sediment infiltration over time. An electronic water level 
meter will be used to measure the depth to water and total well depth. Measurements will be recorded to the 
nearest 0.01‐foot. The resulting gauging data will be utilized in association with the monitoring well survey data 
to determine accurate local groundwater gradient.  

A low flow peristaltic pump with dedicated tubing will be utilized for the collection of the groundwater sample. 
Water quality parameters (temperature, pH, electrical conductance, dissolved oxygen (DO), and oxidation‐
reduction potential (ORP) will be recorded while groundwater is evacuated from the individual wells prior to 
collecting groundwater samples. Groundwater samples will be collected immediately into laboratory supplied 
sampling containers, with the exception of dissolved metals, which will be field filtered with a 0.45‐micron inline 
groundwater filter. Each sample will be labeled and placed into an ice‐filled cooler for hand delivery to the 
laboratory.  

Due to very slow recharge rates of existing monitoring wells at the Site, the sample will be collected prior to the 
sampling location becoming “dry”. Geochemical field parameters (dissolved oxygen, temperature, pH, oxidation‐
reduction potential, conductivity, and turbidity) will be collected during low‐flow sampling utilizing a YSI 
Multiparameter Meter or similar.  

To evaluate the presence of VOCs (TCE, benzene, and chloroform), dissolved hexavalent, trivalent and total 
chromium and to further verify dissolved arsenic and lead in groundwater, the collected groundwater samples 
will be submitted for laboratory analysis by EPA Method 8260D for VOCs, EPA Method 6020B (SW846) for 
dissolved arsenic, chromium and lead, and EPA Method 1636 for dissolved hexavalent chromium. 

Activities conducted and results will be presented to DERR within routine groundwater monitoring letter reports 
within 45 days of each sampling event. 

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9 REPORTING 
9.1 SITE REMEDIATION REPORT 
A Site Remedial Action Report will be completed to document the remedial activities conducted within the Site. 
The report will include sampling results, the locations and extents of excavated areas and documentation of the 
disposition of impacted media disposed of off‐site. 

9.2 ENVIRONMENTAL COVENANTS 
Following completion of remedial activities, the Applicant will enter into an Environmental Covenant with the 
DERR that outlines the activity and use limitations associated with any areas if impacts remain above the cleanup 
levels. Engineered barriers such as a vapor barrier and open‐air ground level parking will be utilized to mitigate 
potential vapor intrusion and be included as part of the RAP and long‐term Site Management Plan under the 
VCP. In addition, a no groundwater use restriction will be placed on the subject property. 

9.3 SITE MANAGEMENT PLAN 
Based on the use of environmental covenants at the Site, a Site Management Plan will be prepared and 
submitted to DERR. The Site Management Plan will define site management requirements, groundwater 
performance monitoring, activity and use limitations, management and maintenance of these limitations, site 
inspections and reporting requirements. 

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10 SCHEDULE 
Upon DERR RAP approval and the public comment period, which is expected within the next 60 days, the 
following schedule of activities has been provided upon DERR approval and public comment period has expired. 
The proposed schedule is also provided as Table 11. 

The CPS pilot study will be conducted concurrently with RAP‐Southern Portion DERR approval and Public 
Comment period. 

1050 Washington Building Demolition will be completed within 45‐60 days upon RAP approval by DERR. 

Approximately 3 to 5 months after DERR approval, soil excavation will be conducted.  Soil excavation is expected 
to be completed within 4‐10 weeks after commencement. All laboratory analytical will be on a standard 
turnaround.  

Approximately 5 to 7 months after DERR approval and after the pilot study and soil excavation activities have 
been completed, full scale groundwater injection will be conducted.  The full‐scale injection program is estimated 
to be completed over a 30‐day period. 

Groundwater monitoring will be commenced approximately 8‐12 months after DERR approval and is dependent 
on soil excavation and the full‐scale groundwater injection program.  See Section 8. 

It is estimated that RAP activities will be completed within the next 8‐12 months, and highly dependent on DERR 
approvals. Upon completion, the Site Remediation Action Report including the Site Management Plan will be 
prepared and submitted to DERR for review. 

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11 CONTINGENCY PLANS 
11.1 INCLEMENT WEATHER 
In the event inclement weather creates unsafe work conditions, creates dust, or causes significant construction 
concerns, work will stop until solutions can be devised to address the concerns. The determination to stop work 
will be made by PSI in conjunction with the remediation contractor and the DERR.  

11.2 OFF‐SITE ACCESS 
The Applicant will obtain necessary access to areas that potentially extend of the Site under formal Access 
Agreements and Right of Way Encroachment Permits. If during the completion of RAP activities, access is not 
provided or restricted, a notification will be presented to DERR, for additional support in obtaining access.  

11.3 UNEXPECTED DISCOVERY 
If additional impacted media are discovered during remedial action activities, the following procedures will be 
followed.  

11.3.1 REMEDIAL ACTION 
If additional metals impacted soil is identified during remediation of an area, the removal area will be enlarged 
to include it. Soil removal will be guided by field screening with the XRF to identify the boundaries and 
confirmation samples will be collected as described in Section 7.0. Similarly, if metals impacted soil is found in 
areas not previously investigated during the site characterization or prior environmental investigations/studies, 
these areas will be field screened, and the soil removed consistent with approach discussed above. If impacted 
soil is found, the DERR will be notified and, if needed, a response plan will be developed to address the area.    

If a fuel tank is discovered during excavation, excavation will stop, and the DERR's UST branch will be notified, 
and a response plan will be developed in coordination with the VCP section to address removal of the tank and 
proper off‐site disposal.  

11.4 DEVIATIONS FROM PLAN 
To the extent that encountered field conditions differ from those planned and require deviations from this RAP, 
they will be discussed with the DERR prior to implementation. In addition, the applicant will coordinate with the 
DERR to address if concentrations increase that creates an unacceptable risk. Any completed deviations from 
plan will be memorialized in the Site Remediation Report. 

Bumper House and Chrome Works (VCP No. #C103) 
Project Number: 02791887 
Revised March 8, 2024 
Page 33 

www.intertek.com/building 
12 HEALTH AND SAFETY 
The general contractor selected to perform the remedial activities will be responsible for the health and safety 
of its employees and any subcontractors used for the project. The remediation contractor will be required to 
prepare and implement a site‐specific Health and Safety Plan (HASP) that meets the requirements of the 
Occupational Health and Safety Administration's (OSHA) Hazardous Waste Operations and Emergency Response 
(HAZWOPER) Standard (29 CFR 1910.120), including addressing potential contact with contaminated media (soil, 
sediment, surface water, groundwater). PSI will prepare a HASP for our employees and any subcontractors and 
be responsible for their health and safety as described in this section. The DERR will be provided with a copy of 
PSI's HASP a minimum of one week before field work begins. 

As part of the HASP, the general contractor will be responsible to ensure that all of its employees and 
subcontractors are informed of the on‐site hazards related to contaminated media and the protective measures 
to mitigate those hazards as required by OSHA's Hazard Communication Standard (29 CFR 1910.1200) and Lead 
in Construction Standard (29 CFR 1926.62). PSI will be responsible for its employees and subcontractors as it 
relates to hazard communication and lead in construction. 

Health and safety issues will be reported to the general contractor, who will be solely responsible for correction 
of the identified issues. In the event that a situation arises that is an immediate threat to human health, or the 
environment, the Applicant, PSI, or regulatory agency personnel may stop work on the Site until corrective action 
has been implemented. 

Bumper House and Chrome Works (VCP No. #C103) 
Project Number: 02791887 
Revised March 8, 2024 
Page 34 

www.intertek.com/building 
13 REFERENCES 
Intermountain Environmental Consultants, 2019. Subsurface Investigation Report, Salt Lake Chrome Plating, 
1050 Washington Street, Salt Lake City, Utah 84115. October 8. 

NRC (1994), Alternatives for Ground Water Cleanup, National Research Council, National Academy Press, 
Washington, D.C. 

Evanko, C.R., and Dzombak, D.A., 1997., Remediation of Metal‐Contaminated Soil and Groundwater. Prepared 
for the Groundwater Remediation Technologies Analysis Center (GWRTAC). October. 

Swanson, William R. and Lamie, Pamela, 2010. Urban Fill Characterization and Risk‐Based Management Decisions 
– A Practical Guide. Proceedings of the Annual International Conference on Soils, Sediment, Water and Energy. 
Vol 12, Article 9, January. Available at: 
https://scholarworks.umass.edu/soilsproceedings/vol12/iss1/9 

Terracon Consultants Inc, 2020. Phase I Environmental Site Assessment (ESA) Report, Warehouse, Storage Yards 
and a Chrome Plating Facility, 255, 259 and 269 Brooklyn Avenue & 1038 and 1050 Washington Street, Salt Lake 
City, Salt Lake County, Utah. Project No. 61207172. June 30.  

Terracon Consultants Inc, 2020. Limited Site Investigation Report, Warehouse, Storage Yards and a Chrome 
Plating Facility, 255, 259 and 269 Brooklyn Avenue & 1038 and 1050 Washington Street, Salt Lake City, Salt Lake 
County, Utah. Project No. 61207268. September 4. 

US Geological Survey (USGS), National Geochemical Survey Database. Background metals values cited are 
concentrations for Salt Lake County, Utah. Accessed May 25, 2021. 
http://mrdata.usgs.gov/geochem/doc/averages/countydata.htm 

Wallace, Janae and Lowe, Mike, 2008. Ground‐Water Quality Classification for the Principal Basin‐Fill Aquifer, 
Salt Lake Valley, Salt Lake County, Utah. Utah Geologic Survey. August 25. 

Wasatch Environmental Inc., 2010. Remedial Investigation/Feasibility Study, Quality Linen, 1024 South 200 West, 
Salt Lake City, Utah (Project No 1076‐006B). April 12. pg. 1‐40. 

United States Environmental Protection Agency, Office of Research and Development. In Situ Treatment of Soil 
and Groundwater Contaminated with Chromium, Technical Resource Guide. EPA/625/R‐00/005. October 2000. 

www.intertek.com/building

FIGURES 

FIGURE 1 – AREA TOPOGRAPHIC MAP
Salt Lake Chrome Plating and Collision Products
Brooklyn Avenue & Washington Street
Salt Lake City, Utah
SOURCE:
USGS “Salt Lake City North, UT; Fort
Douglas, UT; Salt Lake City South,
UT; and Sugar House, UT ” 7.5 Minute
Quadrangles 1998 and 1999
SOURCE:
USGS “Salt Lake City North, UT; Fort
Douglas, UT; Salt Lake City South,
UT; and Sugar House, UT ” 7.5 Minute
Quadrangles 1998 and 1999
02791734-1
PROJECT NO.PROJECT NO.

www.intertek.com/building

TABLES 

Monitoring 
Well ID
Measurement 
Date Easting (x) Northing (y)TOC Elevation     
(feet amsl)
Static Water Level    
(feet below TOC)
Groundwater 
Elevation 
(Feet amsl)
B-1 3/11/2021 7440997.257 1529770.160 4,231.07 8.37 4,222.70
B-1 1/17/2022 7440997.257 1529770.160 4,231.07 8.00 4,223.07
B-2 3/11/2021 7441007.122 1529953.099 4,230.20 7.32 4,222.88
B-2 1/17/2022 7441007.122 1529953.099 4,230.20 6.95 4,223.25
B-3 3/11/2021 7440876.516 1529825.805 4,230.97 7.52 4,223.45
B-3 1/17/2022 7440876.516 1529825.805 4,230.97 6.29 4,224.68
B-5 3/11/2021 7440807.893 1529956.267 4,230.03 6.15 4,223.88
B-5 1/17/2022 7440807.893 1529956.267 4,230.03 4.99 4,225.04
B-6 3/11/2021 7440747.150 1530021.997 4,230.34 6.27 4,224.07
B-6 1/17/2022 7440747.150 1530021.997 4,230.34 5.55 4,224.07
B-27 1/17/2022 NS NS NS 6.71 ---
Notes:
TOC = Top of Casing.
amsl = above mean sea level.
NS = Well not surveyed
Groundwater Elevation is measured in feet from TOC above mean sea level (amsl).
Surveyed by Alliance Engineering Inc., March 10, 2021. A State of Utah registered land surveyor.
TABLE 1
GROUNDWATER ELEVATION DATA
SALT LAKE CHROME PLATING AND COLLISION PRODUCTS
255, 259, and 269 Brooklyn Avenue
1036 and 1050 Washington Street
Sample Name Sample Description Date Arsenic Barium Cadmium
Chromium 
(Total)
Chromium 
Hexavalent Lead Mercury Nickel Selenium Silver
Residential RSLs 0.68 15,000 71.0 NE 0.3 400 11 1,500 390 390
Industrial RSLs 3 220,000 980 NE 6.3 800 46 22,000 5,800 5,800
SB‐1 (0‐1 ft) Shallow Fill 3/9/21 7.96 136 0.419 17.8 NA 77.5 0.0543 NA <1.98 0.208
BH‐5 (SS) Shallow Fill 10/8/19 39.8 155 1.46 23.1 NA 131 0.131 <25.1 <2.51 <0.377
B‐3 (0‐1 ft) Shallow Fill 8/17/20 22.8 157 2.69 18.1 <0.291 271 0.174 47.2 <1.15 1.18
B‐12 (0‐1 ft) Shallow Fill 3/9/21 15.4 210 11.3 23.2 NA 131 0.368 NA 0.387 1.36
B‐13 (0‐1 ft) Shallow Fill 3/9/21 10.0 60.7 0.411 10.8 <0.262 7.03 0.0102 NA <2.07 <0.310
B‐28 (0‐1 ft) Shallow Fill 5/6/21 NA NA NA 50.6 <0.258 NA NA NA NA NA
SB‐2 (0‐1 ft) Shallow Fill 3/9/21 12.3 NA NA NA <0.263 115 NA NA NA NA
SB‐3 (0‐1 ft) Shallow Fill 3/9/21 124 NA NA NA <0.261 424 NA NA NA NA
SB‐5 (0‐1 ft) Shallow Fill 3/9/21 23.0 NA NA NA <0.266 59.9 NA NA NA NA
SB‐6 (0‐1 ft) Shallow Fill 3/9/21 138 NA NA NA NA 4,530 NA NA NA NA
HA‐1 (0‐1 ft) Shallow Fill 5/6/21 22.1 NA NA NA NA 88.9 NA NA NA NA
HA‐1 (1ft) Shallow Fill 5/6/21 20.2 NA NA NA NA 54.4 NA NA NA NA
HA‐2 (0‐1 ft) Shallow Fill 5/6/21 26.7 NA NA NA NA 245 NA NA NA NA
HA‐7 (0‐1 ft) Shallow Fill 6/7/21 9.98 NA NA NA NA 6.04 NA NA NA NA
HA‐8 (0‐1 ft) Shallow Fill 6/7/21 13.4 NA NA NA NA 74.1 NA NA NA NA
HA‐9 (0‐1 ft) Shallow Fill 6/7/21 9.14 NA NA NA NA 44.1 NA NA NA NA
B‐27 (0‐2 ft) Shallow Fill 5/6/21 138 NA NA 37.7 <0.259 6,050 NA NA NA NA
2 Background Ranges Mean 22.1 NE NE NE NE 296 NE NE 0.871 NE
Low 4.0 NE NE NE NE 21.3 NE NE 0.215 NE
High 43.0 NE NE NE NE 1,963 NE NE 1.68 NE
3  95% Site‐Specific Confidence Calculation Mean 13.6 NE NE NE NE 296 NE NE 0.871 NE
TABLE 2
NORTH AREA SURFACE SOIL METALS
ANALYTICAL RESULTS SUMMARY
SALT LAKE CHROME PLATING AND COLLISION PRODUCTS
255, 259, and 269 Brooklyn Avenue
Results in milligrams per kilogram (mg/kg)
1  ‐ EPA Regional Screening Levels (May 2021) for residential and industrial properties (Target Cancer Risk = 1E‐06; Target Hazard Quotient = 1) cited.
2  ‐ Background metals are used for comparison purposes only. 
      Background metals values cited are concentrations for Salt Lake County, Utah from the US Geological Survey, National Geochemical Survey Database
      http://mrdata.usgs.gov/geochem/doc/averages/countydata.htm
3  ‐ Site Specific 95% Confidence  (UCL)
SS ‐ Surface Soil Sample
NA ‐ not analyzed
NE ‐ not established
BOLD ‐ exceeds the most conservative residential and industrial screening levels.  For Arsenic, exceeds site‐specific background calculation.
Sample Name Sample 
Description Date Arsenic Barium Cadmium
Chromium 
(Total)
Chromium 
Hexavalent Lead Mercury Nickel Selenium Silver
Residential RSLs 0.68 15,000 71.0 NE 0.3 400 11 1,500 390 390
Industrial RSLs 3 220,000 980 NE 6.3 800 46 22,000 5,800 5,800
B‐1 (11.5 ft) Native Soil 8/17/20 4.74 234 <0.5469 16.5 NA 12.9 <0.0242 11.6 <1.36 <0.286
B‐2 (6.5 ft) Native Soil 8/17/20 5.27 169 <0.634 10 NA 4.28 <0.0281 7.18 <1.58 <0.333
B‐3 (1‐3 ft) Native Soil 8/17/20 4.14 32 <0.451 5.38 <0.283 3.42 <0.0200 3.78 <1.12 <0.237
B‐3 (3‐5 ft) Native Soil 8/17/20 2.32 79.5 <0.476 4.77 <0.299 2.88 <0.0211 4.39 <1.18 <0.249
B‐12 (2‐3 ft) Native Soil 3/9/21 5.84 170 1.28 22.0 NA 12.3 0.0242 NA 0.411 <0.403
B‐13 (1‐3 ft) Native Soil 3/9/21 7.72 90.2 0.406 8.82 <0.308 18.5 0.0179 NA 0.227 <0.343
B‐27 (6 ft) Native Soil 5/6/21 NA NA NA 38.4 <0.386 NA NA NA NA NA
B‐28 (6 ft) Native Soil 5/6/21 NA NA NA 54.1 <0.433 NA NA NA NA NA
2 Background Ranges Mean 22.1 NE NE NE NE 296 NE NE 0.871 NE
Low 4.0 NE NE NE NE 21.3 NE NE 0.215 NE
High 43.0 NE NE NE NE 1,963 NE NE 1.68 NE
3  95% Site‐Specific Confidence Calculation Mean 13.6 NE NE NE NE 296 NE NE 0.871 NE
TABLE 3
NORTH AREA SUBSURFACE SOIL METALS
ANALYTICAL RESULTS SUMMARY
SALT LAKE CHROME PLATING AND COLLISION PRODUCTS
255, 259, and 269 Brooklyn Avenue
Results in milligrams per kilogram (mg/kg)
1  ‐ EPA Regional Screening Levels (May 2021) for residential and industrial properties (Target Cancer Risk = 1E‐06; Target Hazard Quotient = 1) cited.
2  ‐ Background metals are used for comparison purposes only. 
      Background metals values cited are concentrations for Salt Lake County, Utah from the US Geological Survey, National Geochemical Survey Database
      http://mrdata.usgs.gov/geochem/doc/averages/countydata.htm
3  ‐ Site Specific 95% Confidence  (UCL)
SS ‐ Surface Soil Sample
NA ‐ not analyzed
NE ‐ not established
BOLD ‐ exceeds the most conservative residential and industrial screening levels.  For Arsenic, exceeds site‐specific background calculation.
Sample 
Name Date Arsenic Barium Cadmium
Chromium 
(Total)
Chromium 
Hexavalent*Lead Mercury Nickel Selenium Silver
1 Screening Levels
MCL 0.01 2.0 0.005 0.1 0.000035 a 0.015 0.002 NE 0.05 NE
Samlpe Depth Sample Decription GWQS 0.05 2.0 0.005 0.1 NE 0.015 0.002 NE 0.05 0.1
BH‐5 7‐8 feet Total Metals 10/8/19 0.0365 0.901 0.00218 0.118 NA 0.0993 0.000133 0.182 0.0123 <0.00200
B‐1 9 feet Dissolved 8/17/20 0.01 0.0713 <0.000478 <0.00149 <0.000150 <0.00249 <0.000100 0.0049 0.00115 <0.000513
B‐1 8.37 feet Dissolved 3/11/21 0.00453 NA NA NA NA NA NA NA NA NA
B‐1 8.50 feet Dissolved 5/6/21 0.00488 NA NA NA NA <0.00200 NA NA NA NA
B‐1 8.00 feet Dissolved 1/19/22 0.00664 NA NA <0.0400 <0.00500 <0.00200 NA NA NA NA
B‐2 8 feet Dissolved 8/17/20 0.00934 0.0531 <0.000478 <0.00149 NA <0.00249 <0.000100 0.00652 0.00281 <0.000513
B‐2 7.32 feet Dissolved 3/11/21 NA NA NA <0.0200 <0.00239 NA NA NA NA NA
B‐2 7.32 feet Dissolved 3/11/21 NA NA NA NA <0.000150 NA NA NA NA NA
B‐2 7.32 feet Dissolved 5/6/21 NA NA NA <0.00429 <0.000304 NA NA NA NA NA
B‐2 6.95 feet Dissolved 1/19/22 0.00596 NA NA <0.0400 <0.00500 <0.00200 NA NA NA NA
B‐3 9 feet Dissolved 8/17/20 0.00576 0.0515 <0.000478 <0.00149 0.00027 <0.00249 <0.000100 0.00567 0.00371 <0.000513
B‐3 6.29 feet Dissolved 1/19/22 0.00857 NA NA <0.0400 <0.00500 <0.00200 NA NA NA NA
B‐12 7.5 feet Dissolved 3/9/21 0.00263 NA NA <0.00200 <0.00239 <0.00200 NA 0.00283 NA NA
B‐13 7.5 feet Dissolved 3/9/21 0.00272 NA NA NA <0.00239 <0.00200 NA 0.00767 NA NA
B‐27 7.0 feet Dissolved 5/6/21 NA NA NA <0.00429 <0.000305 NA NA NA NA NA
B‐27 6.71 feet Dissolved 1/20/22 <0.00400 NA NA <0.0400 <0.00500 <0.00200 NA NA NA NA
B‐28 7.0 feet Dissolved 5/6/21 NA NA NA <0.00429 <0.000305 NA NA NA NA NA
DUP #3 (B‐3)6.71 feet Dissolved 1/20/22 0.00863 NA NA <0.0400 <0.00500 <0.00200 NA NA NA NA
1  ‐ EPA Regional Screening Levels (May 2021) for residential and industrial properties (Target Cancer Risk = 1E‐06; Target Hazard Quotient = 1) cited.
a ‐ No GWQS or EPA MCL screening ctiteria established for CrVI, the Tap Water hexavalent chromium screening value utilized.
MCL ‐ U.S. Environmental Protection Agency's (EPA's) Maximum Contaminant Levels (MCLs) for drinking water (Target Cancer Risk = 1E‐06; Target Hazard Quotient = 1)
GWQS ‐ Utah Ground Water Quality Protection Program, Table 1 of R317‐6‐2.1
NA ‐ not analyzed
NE ‐ not established
Red Bold ‐ exceeds MCL
TABLE 4
NORTH AREA GROUNDWATER METALS
ANALYTICAL RESULTS SUMMARY
SALT LAKE CHROME PLATING AND COLLISION PRODUCTS
255, 259, and 269 Brooklyn Avenue
Results in milligrams per liter (mg/L)
BH‐5B‐1B‐1B‐2B‐2B‐3B‐3 DUP #3 (B‐3) B‐27 B‐27 B‐28
Volatile Organic Compounds (VOCs)
MCL VISL
(Residential)
VISL
(Industrial) ISL Tier 1
08/19/2020 08/19/2020 1/19/2022 08/19/2020 1/19/2022 08/19/2020 1/19/2022 1/19/2022 5/6/2021 1/19/2022 5/6/2021
ACETONE NE 22,500 94,500 NE NE NA <0.0113 <0.0010 <0.0113 <0.0010 <0.0113 <0.0010 <0.0010 <0.010 <0.0010 <0.010
ACRYLONITRILE NE 0.00732 0.032 NE NE NA <0.000671 NA <0.000671 NA <0.000671 NA NA <0.002 NA <0.002
BENZENE 0.005 0.00159 0.00693 0.005 0.3 NA <0.0000941 <0.00200 <0.0000941 <0.00200 <0.0000941 <0.00200 <0.00200 <0.002 <0.00200 0.01218
BROMOBENZENE NE 0.62 2.6 NE NE <0.00200 <0.000118 NA <0.000118 NA <0.000118 NA NA <0.002 NA <0.002
BROMODICHLOROMETHANE 0.08 0.000876 0.00382 NE NE <0.00200 <0.000136 <0.00200 <0.000136 <0.00200 <0.000136 <0.00200 <0.00200 <0.002 <0.00200 <0.002
BROMOFORM 0.08 0.117 0.51 NE NE <0.00200 <0.000129 <0.00200 <0.000129 <0.00200 <0.000129 <0.00200 <0.00200 <0.002 <0.00200 <0.002
BROMOMETHANE NE 0.0174 0.073 NE NE <0.00500 <0.000605 <0.00500 <0.000605 <0.00500 <0.000605 <0.00500 <0.00500 <0.005 <0.00500 <0.005
N‐BUTYLBENZENE NE NE NE NE NE NA <0.000157 NA <0.000157 NA <0.000157 NA NA <0.002 NA <0.002
SEC‐BUTYLBENZENE NE NE NE NE NE NA <0.000125 NA <0.000125 NA <0.000125 NA NA <0.002 NA <0.002
TERT‐BUTYLBENZENE NE NE NE NE NE NA <0.000127 NA <0.000127 NA <0.000127 NA NA <0.002 NA <0.002
CARBON DISULFIDE NE NE NE NE NE NA NA <0.00200 NA <0.00200 NA <0.00200 <0.00200 <0.002 <0.00200 0.00596
CARBON TETRACHLORIDE 0.005 0.000415 0.00181 NE NE <0.00200 <0.000128 <0.00200 <0.000128 <0.00200 <0.000128 <0.00200 <0.00200 <0.002 <0.00200 <0.002
CHLOROBENZENE 0.1 0.41 1.72 NE NE <0.00200 <0.000116 <0.00200 <0.000116 <0.00200 <0.000116 <0.00200 <0.00200 <0.002 <0.00200 <0.002
CHLORODIBROMOMETHANE 0.08 NE NE NE NE <0.00200 <0.000140 NA <0.000140 NA <0.000140 NA NA <0.002 NA <0.002
CHLOROETHANE NE 23 96.5 NE NE <0.00200 <0.000192 <0.00200 <0.000192 <0.00200 <0.000192 <0.00200 <0.00200 <0.002 <0.00200 <0.002
CHLOROFORM 0.08 0.000814 0.00355 NE NE <0.00200 <0.000111 <0.00200 <0.000111 <0.00200 <0.000111 <0.00200 <0.00200 <0.002 <0.00200 <0.002
CHLOROMETHANE NE 0.26 1.09 NE NE <0.00300 <0.000960 <0.00300 <0.000960 <0.00300 <0.000960 <0.00300 <0.00300 <0.002 <0.00300 <0.002
2‐CHLOROTOLUENE NE NE NE NE NE <0.00200 <0.000106 NA <0.000106 NA <0.000106 NA NA <0.002 NA <0.002
4‐CHLOROTOLUENE NE NE NE NE NE <0.00200 <0.000114 NA <0.000114 NA <0.000114 NA NA <0.002 NA <0.002
1,2‐DIBROMO‐3‐CHLOROPROPANE 0.0002 0.0000281 0.00034 NE NE <0.00500 <0.000276 <0.00500 <0.000276 <0.00500 <0.000276 <0.00500 <0.00500 <0.002 <0.00500 <0.005
1,2‐DIBROMOETHANE 0.00005 0.000176 0.000769 NE NE <0.00200 <0.000126 <0.00200 <0.000126 <0.00200 <0.000126 <0.00200 <0.00200 <0.002 <0.00200 <0.002
DIBROMOMETHANE NE 0.124 0.521 NE NE <0.00200 <0.000122 <0.00200 <0.000122 <0.00200 <0.000122 <0.00200 <0.00200 <0.002 <0.00200 <0.002
1,2‐DICHLOROBENZENE 0.6 2.66 11.2 NE NE <0.00200 <0.000107 <0.00200 <0.000107 <0.00200 <0.000107 <0.00200 <0.00200 <0.002 <0.00200 <0.002
1,3‐DICHLOROBENZENE NE NE NE NE NE <0.00200 <0.000110 <0.00200 <0.000110 <0.00200 <0.000110 <0.00200 <0.00200 <0.002 <0.00200 <0.002
1,4‐DICHLOROBENZENE 0.075 0.00259 0.0113 NE NE <0.00200 <0.000120 <0.00200 <0.000120 <0.00200 <0.000120 <0.00200 <0.00200 <0.002 <0.00200 <0.002
DICHLORODIFLUOROMETHANE NE 0.00744 0.0312 NE NE <0.00200 <0.000374 <0.00200 <0.000374 <0.00200 <0.000374 <0.00200 <0.00200 <0.002 <0.00200 <0.002
1,1‐DICHLOROETHANE NE 0.00764 0.0334 NE NE <0.00200 <0.000100 <0.00200 <0.000100 <0.00200 <0.000100 <0.00200 <0.00200 <0.002 <0.00200 <0.002
1,2‐DICHLOROETHANE 0.005 0.00224 0.00978 NE NE <0.00200 <0.0000819 <0.00200 <0.0000819 <0.00200 <0.0000819 <0.00200 <0.00200 <0.002 <0.00200 <0.002
1,1‐DICHLOROETHENE 0.007 0.195 0.821 NE NE <0.00200 <0.000188 <0.00200 <0.000188 <0.00200 <0.000188 <0.00200 <0.00200 <0.002 <0.00200 <0.002
CIS‐1,2‐DICHLOROETHENE 0.07 NE NE NE NE 0.0183 <0.000126 <0.00200 0.00728 0.0101 <0.000126 <0.00200 <0.00200 0.0239 0.0314 0.00236
TRANS‐1,2‐DICHLOROETHENE 0.1 NE NE NE NE <0.00200 <0.000149 <0.00200 0.000559 <0.00200 <0.000149 <0.00200 <0.00200 0.0328 0.0602 <0.002
1,2‐DICHLOROPROPANE 0.005 0.00658 0.0287 NE NE <0.00200 <0.000149 <0.00200 <0.000149 <0.00200 <0.000149 <0.00200 <0.00200 <0.002 <0.00200 <0.002
1,1‐DICHLOROPROPENE NE NE NE NE NE <0.00200 <0.000142 <0.00200 <0.000142 <0.00200 <0.000142 <0.00200 <0.00200 <0.002 <0.00200 <0.002
1,3‐DICHLOROPROPANE NE NE NE NE NE <0.00200 <0.000110 <0.00200 <0.000110 <0.00200 <0.000110 <0.00200 <0.00200 <0.002 <0.00200 <0.002
CIS‐1,3‐DICHLOROPROPENE NE NE NE NE NE <0.00200 <0.000111 <0.00200 <0.000111 <0.00200 <0.000111 <0.00200 <0.00200 <0.002 <0.00200 <0.002
TRANS‐1,3‐DICHLOROPROPENE NE NE NE NE NE <0.00200 <0.000118 <0.00200 <0.000118 <0.00200 <0.000118 <0.00200 <0.00200 <0.002 <0.00200 <0.002
2,2‐DICHLOROPROPANE NE NE NE NE NE <0.00200 <0.000161 NA <0.000161 NA <0.000161 NA NA <0.002 NA <0.002
TABLE 5
NORTH AREA GROUNDWATER VOC
ANALYTICAL RESULTS SUMMARY
SALT LAKE CHROME PLATING AND COLLISION PRODUCTS
255, 259, and 269 Brooklyn Avenue
Results in milligrams per liter (mg/L)
1 Screening Levels UDEQ
1  ‐ EPA Regional Screening Levels (May 2021) for residential and industrial properties (Target Cancer Risk = 1E‐06; Target Hazard Quotient = 1)
* ‐ Re‐analyses of hexavalent chromium to achieve lower reporting limits. 
MCL ‐ U.S. Environmental Protection Agency's (EPA's) Maximum Contaminant Levels (MCLs) for drinking water ).  
VISL ‐ U.S. EPA's Target Groundwater Concentration Vapor Intrusion Screening Levels for residential and commercial properties (Target Cancer Risk = 1E‐06; Target Hazard Quotient = 1).  
UDEQ ‐ Utah Department of Environmental Quality's Initial Screening Levels (ISLs) and risk‐based Tier 1 Screening Levels (Tier 1) for petroleum at leaking underground storage tank sites.
MDL ‐ Laboratory's Method Detection Limit; RDL ‐ Laboratory's Reported Detection Limit
NA ‐ not analyzed
NE ‐ not established.  
BOLD ‐ exceeds residential vapor instrusion screening levels.
Red Bold ‐ exceeds MCL
Sample ID
BH‐5B‐1B‐1B‐2B‐2B‐3B‐3 DUP #3 (B‐3) B‐27 B‐27 B‐28
Volatile Organic Compounds (VOCs)
MCL VISL
(Residential)
VISL
(Industrial) ISL Tier 1
08/19/2020 08/19/2020 1/19/2022 08/19/2020 1/19/2022 08/19/2020 1/19/2022 1/19/2022 5/6/2021 1/19/2022 5/6/2021
DI‐ISOPROPYL ETHER NE 6.97 29.3 NE NE NA <0.000105 <0.00200 <0.000105 <0.00200 <0.000105 <0.00200 <0.00200 <0.002 <0.00200 <0.002
1,4‐DIOXANE NE NE NE NE NE NA NA <0.0500 NA <0.0500 NA <0.0500 <0.0500 <0.050 <0.0500 <0.050
ETHYLBENZENE 0.7 0.00349 0.0152 0.7 4 NA 0.0004 <0.00200 <0.000137 <0.00200 <0.000137 <0.00200 <0.00200 <0.002 <0.00200 0.00216
HEXACHLORO‐1,3‐BUTADIENE NE 0.000303 0.00132 NE NE <0.00200 <0.000337 <0.00200 <0.000337 <0.00200 <0.000337 <0.00200 <0.00200 <0.002 <0.00200 <0.002
ISOPROPYLBENZENE NE 0.887 3.73 NE NE NA <0.000105 <0.00200 <0.000105 <0.00200 <0.000105 <0.00200 <0.00200 <0.002 <0.00200 <0.002
P‐ISOPROPYLTOLUENE NE NE NE NE NE NA <0.000120 NA <0.000120 NA <0.000120 NA NA <0.002 NA <0.002
2‐BUTANONE (MEK)NE 2,240 9,410 NE NE NA <0.00119 <0.0100 <0.00119 <0.0100 <0.00119 <0.0100 <0.0100 <0.010 <0.0100 <0.010
METHYLENE CHLORIDE 0.005 0.763 9.23 NE NE <0.00200 <0.000430 <0.00200 <0.000430 <0.00200 <0.000430 <0.00200 <0.00200 <0.002 <0.00200 <0.002
4‐METHYL‐2‐PENTANONE (MIBK)NE 555 2,330 NE NE NA <0.000478 <0.00500 <0.000478 <0.00500 <0.000478 <0.00500 <0.00500 <0.005 <0.00500 <0.005
METHYL TERT‐BUTYL ETHER NE 0.45 1.97 0.2 0.2 NA <0.000101 <0.00200 <0.000101 <0.00200 <0.000101 <0.00200 <0.00200 <0.002 <0.00200 <0.002
NAPHTHALENE NE 0.00459 0.0201 0.7 0.7 NA <0.00100 <0.00200 <0.00100 <0.00200 <0.00100 <0.00200 <0.00200 <0.002 <0.00200 0.00242
N‐PROPYLBENZENE NE 2.43 10.2 NE NE NA <0.0000993 NA <0.0000993 NA <0.0000993 NA NA <0.002 NA <0.002
STYRENE 0.1 9.28 39 NE NE NA <0.000118 <0.00200 <0.000118 <0.00200 <0.000118 <0.00200 <0.00200 <0.002 <0.00200 <0.002
1,1,1,2‐TETRACHLOROETHANE NE 0.00371 0.0162 NE NE <0.00200 <0.000147 <0.00200 <0.000147 <0.00200 <0.000147 <0.00200 <0.00200 <0.002 <0.00200 <0.002
1,1,2,2‐TETRACHLOROETHANE NE 0.00323 0.0141 NE NE <0.00200 <0.000133 <0.00200 <0.000133 <0.00200 <0.000133 <0.00200 <0.00200 <0.002 <0.00200 <0.002
1,1,2‐TRICHLOROTRIFLUOROETHANE NE 0.242 1.02 NE NE <0.00200 <0.000180 <0.00200 <0.000180 <0.00200 <0.000180 <0.00200 <0.00200 <0.002 <0.00200 <0.002
TETRACHLOROETHENE 0.005 0.0149 0.0652 NE NE 0.00241 <0.000300 <0.00200 0.00161 <0.00200 <0.000300 <0.00200 <0.00200 <0.002 0.00965 <0.002
TOLUENE 1 19.2 80.7 1 3 NA <0.000278 <0.00200 <0.000278 <0.00200 <0.000278 <0.00200 <0.00200 <0.002 <0.00200 0.0137
1,2,3‐TRICHLOROBENZENE NE NE NE NE NE <0.00200 <0.000230 <0.00200 <0.000230 <0.00200 <0.000230 <0.00200 <0.00200 <0.002 <0.00200 <0.002
1,2,4‐TRICHLOROBENZENE 0.07 0.0359 0.151 NE NE <0.00200 <0.000481 <0.00200 <0.000481 <0.00200 <0.000481 <0.00200 <0.00200 <0.002 <0.00200 <0.002
1,1,1‐TRICHLOROETHANE 0 7.42 31.1 NE NE <0.00200 <0.000149 <0.00200 <0.000149 <0.00200 <0.000149 <0.00200 <0.00200 <0.002 <0.00200 <0.002
1,1,2‐TRICHLOROETHANE 0.005 0.00521 0.0228 NE NE <0.00200 <0.000158 <0.00200 <0.000158 <0.00200 <0.000158 <0.00200 <0.00200 <0.002 <0.00200 <0.002
TRICHLOROETHENE 0.005 0.00119 0.00743 NE NE 0.00397 <0.000190 <0.00200 0.00199 <0.00200 <0.000190 <0.00200 <0.00200 <0.002 0.00521 <0.002
TRICHLOROFLUOROMETHANE NE NE NE NE NE <0.00200 <0.000160 <0.00200 <0.000160 <0.00200 <0.000160 <0.00200 <0.00200 <0.002 <0.00200 <0.002
1,2,3‐TRICHLOROPROPANE NE 0.0223 0.0937 NE NE <0.00200 <0.000237 <0.00200 <0.000237 <0.00200 <0.000237 <0.00200 <0.00200 <0.002 <0.00200 <0.002
1,2,4‐TRIMETHYLBENZENE NE 0.248 1.04 NE NE NA <0.000322 <0.00200 <0.000322 <0.00200 <0.000322 <0.00200 <0.00200 <0.002 <0.00200 <0.002
1,2,3‐TRIMETHYLBENZENE NE 0.351 1.47 NE NE NA <0.000104 <0.00200 <0.000104 <0.00200 <0.000104 <0.00200 <0.00200 <0.002 <0.00200 <0.002
1,3,5‐TRIMETHYLBENZENE NE 0.175 0.733 NE NE NA <0.000104 <0.00200 <0.000104 <0.00200 <0.000104 <0.00200 <0.00200 <0.002 <0.00200 <0.002
VINYL CHLORIDE 0.002 0.000147 0.00245 NE NE <0.00100 <0.000234 <0.00100 <0.000234 <0.00100 <0.000234 <0.00100 <0.00100 0.00152 <0.00100 <0.001
XYLENES, TOTAL 10 0.385 1.62 10 10 NA 0.00219 <0.00200 <0.000174 <0.00200 <0.000174 <0.00200 <0.00200 <0.02 <0.00200 0.0037
TPH (GC/MS) LOW FRACTION NE NE NE 1 10 NA NA NA <0.108 NA NA NA NA NA NA NA
DRO W/ SGT NE NE NE 1 10 NA NA NA <0.0247 NA NA NA NA NA NA NA
OIL & GREASE (HEXANE EXTR)NE NE NE 10 10 NA NA NA <1.17 NA NA NA NA NA NA NA
1  ‐ EPA Regional Screening Levels (May 2021) for residential and industrial properties (Target Cancer Risk = 1E‐06; Target Hazard Quotient = 1)
* ‐ Re‐analyses of hexavalent chromium to achieve lower reporting limits. 
MCL ‐ U.S. Environmental Protection Agency's (EPA's) Maximum Contaminant Levels (MCLs) for drinking water ).  
VISL ‐ U.S. EPA's Target Groundwater Concentration Vapor Intrusion Screening Levels for residential and commercial properties (Target Cancer Risk = 1E‐06; Target Hazard Quotient = 1).  
UDEQ ‐ Utah Department of Environmental Quality's Initial Screening Levels (ISLs) and risk‐based Tier 1 Screening Levels (Tier 1) for petroleum at leaking underground storage tank sites.
MDL ‐ Laboratory's Method Detection Limit; RDL ‐ Laboratory's Reported Detection Limit
NA ‐ not analyzed
NE ‐ not established.  
BOLD ‐ exceeds residential vapor instrusion screening levels.
Red Bold ‐ exceeds MCL
1 Screening Levels UDEQ
TABLE 5 (Continued)
NORTH AREA GROUNDWATER VOC
ANALYTICAL RESULTS SUMMARY
SALT LAKE CHROME PLATING AND COLLISION PRODUCTS
255, 259, and 269 Brooklyn Avenue
Results in milligrams per liter (mg/L)
Sample ID
Sample Name Sample 
Description Date Arsenic Barium Cadmium Chromium (Total)Chromium 
Hexavalent
Chromium 
Hexavalent*Lead Mercury Nickel Selenium Silver
1 Screening Levels Residential RSLs 0.68 15,000 71.0 NE 0.3 0.3 400 11 1,500 390 390
Industrial RSLs 3 220,000 980 NE 6.3 6.3 800 46 22,000 5,800 5,800
BH‐1 (SS) Shallow Fill 10/8/19 17.6 197 <0.775 113.0 NA NA 6.16 0.0651 <31.0 <3.1 <0.465
1‐TCLP TCLP BH‐1 SS 10/8/19 NA NA NA <0.100 mg/L NA NA NA NA NA NA NA
BH‐2 (SS) Shallow Fill 10/8/19 9.29 153 <0.661 31.3 NA NA 8.04 <0.0534 <26.4 <2.64 <0.396
BH‐3 (SS) Shallow Fill 10/8/19 17.3 119 0.653 19.5 NA NA 31.5 0.0553 <23.9 <2.39 <0.358
BH‐4 (SS) Shallow Fill 10/8/19 21.8 227 2.15 25.2 NA NA 545 0.619 <26.7 <2.67 0.882
4‐TCLP+TCLP BH‐4 SS 10/8/19 NA NA NA NA NA NA <0.0100+NA NA NA NA
B‐4 (0‐1 ft) Shallow Fill 8/17/20 113 925 12.2 30 <0.692 <0.276 968 2.11 172 1.36 10.6
B‐4 (1‐3 ft) Native Soil 8/17/20 14.4 146 1.24 12.6 <0.786 <0.313 42.7 0.0864 10.5 <1.24 0.344
B‐5 (0‐1 ft) Shallow Fill 8/17/20 183 898 6.3 26.7 <0.732 <0.292 555 1.61 597 1.94 8.31
B‐5 (1‐3 ft) Shallow Fill 8/17/20 18.9 300 1.61 19 <0.839 <0.334 202 2.59 24.8 <1.32 1.04
B‐7 (1.5 ft) Shallow Fill 8/17/20 9.4 123 1.61 12.4 <0.764 <0.304 88.3 0.0677 9.05 <1.21 0.261
B‐8 (2 ft) Native Soil 8/17/20 10.2 112 0.57 27.6 <0.784 0.314 33.6 0.0343 11.8 <1.24 <0.261
B‐9 (1.5 ft) Native Soil 8/17/20 19.5 189 2 232 <0.912 1.22 108 0.118 10.6 1.58 0.32
B‐10 (2 ft) Shallow Fill 8/17/20 7.21 117 0.696 10.9 <0.740 <0.295 48.8 0.0604 7.84 <1.17 <0.246
B‐11 (1.5 ft) Native Soil 8/17/20 9.59 129 0.546 12.7 <0.766 <0.305 31.9 0.0294 9.48 <1.21 <0.255
B‐14 (0‐1 ft) Shallow Fill 3/9/21 10.0 NA NA NA NA NA 14.2 NA NA NA NA
B‐15 (0‐1 ft) Shallow Fill 3/9/21 16.5 NA NA NA NA NA 192 NA NA NA NA
B‐16 (0‐1 ft) Shallow Fill 3/9/21 30.8 NA NA NA NA NA 1,090 NA NA NA NA
B‐17 (0‐1 ft) Shallow Fill 3/9/21 23.2 NA NA NA NA NA 127 NA NA NA NA
B‐18 (0‐1 ft) Shallow Fill 3/10/21 37.6 NA NA NA NA NA 892 NA NA NA NA
B‐19 (0‐1 ft) Shallow Fill 3/10/21 12.5 NA NA NA <0.293 NA 41.0 NA NA NA NA
B‐20 (0‐1 ft) Shallow Fill 3/10/21 14.1 NA NA NA <0.339 NA 82.1 NA NA NA NA
B‐21 (0‐1 ft) Shallow Fill 3/10/21 11.2 NA NA NA <0.291 NA 7.70 NA NA NA NA
B‐22 (1‐2 ft) Native Soil 3/10/21 8.39 NA NA NA <0.297 NA 27.3 NA NA NA NA
B‐23 (1‐3 ft) Native Soil 3/10/21 8.60 NA NA NA <0.366 NA 18.4 NA NA NA NA
B‐25 (2 ft) Native Soil 3/11/21 18.0 NA NA NA NA NA 157 NA NA NA NA
B‐26 (2 ft) Native Soil 3/11/21 NA NA NA NA NA NA NA NA NA NA NA
B‐28 (0‐1 ft) Shallow Fill 5/6/21 NA NA NA 50.6 NA <0.258 NA NA NA NA NA
B‐29 (0‐1 ft) Shallow Fill 5/6/21 NA NA NA 25.0 NA <0.261 NA NA NA NA NA
SB‐4 (0‐1 ft) Shallow Fill 3/9/21 427 NA NA NA <0.672 <0.268 1,410 NA NA NA NA
SB‐6 (0‐1 ft) Shallow Fill 3/9/21 138 NA NA NA NA NA 4,530 NA NA NA NA
SB‐7 (0‐1 ft) Shallow Fill 3/9/21 12.0 NA NA NA NA NA 158 NA NA NA NA
SB‐8 (0‐1 ft) Shallow Fill 3/9/21 18.8 NA NA NA NA NA 631 NA NA NA NA
SB‐9 (0‐1 ft) Shallow Fill 3/10/21 17.9 NA NA NA NA NA 81.0 NA NA NA NA
SB‐10 (0‐1 ft) Shallow Fill 3/10/21 9.48 NA NA NA 0.324 NA 11.7 NA NA NA NA
SB‐11 (0‐1 ft) Shallow Fill 3/10/21 8.05 NA NA NA 1.35 NA 15.5 NA NA NA NA
SB‐12 (0‐1 ft) Shallow Fill 3/10/21 32.4 NA NA NA <0.259 NA 7.69 NA NA NA NA
SB‐13 (0‐1 ft) Shallow Fill 3/11/21 222 NA NA NA NA NA 1,070 NA NA NA NA
HA‐3 (0‐1 ft) Shallow Fill 5/6/21 55 NA NA NA NA NA 349 NA NA NA NA
HA‐4 (0‐1 ft) Shallow Fill 5/6/21 16.6 NA NA NA NA NA 542 NA NA NA NA
HA‐5 (0‐1 ft) Shallow Fill 5/6/21 8.15 NA NA NA NA NA 80.4 NA NA NA NA
HA‐6 (0‐1 ft) Shallow Fill 5/6/21 116 NA NA NA NA 1080 NA NA NA NA
2 Background Ranges Mean 22.1 NE NE NE NE NE 296 NE NE 0.871 NE
Low 4.0 NE NE NE NE NE 21.3 NE NE 0.215 NE
High 43.0 NE NE NE NE NE 1,963 NE NE 1.68 NE
3  95% Site‐Specific Confidence Calculation Mean 13.6 NE NE NE NE NE 296 NE NE 0.871 NE
TABLE 6
SOUTH AREA SURFACE SOIL METALS
ANALYTICAL RESULTS SUMMARY
SALT LAKE CHROME PLATING AND COLLISION PRODUCTS
1038 and 1050 S. Washington Street
Results in milligrams per kilogram (mg/kg)
1  ‐ EPA Regional Screening Levels (May 2021) for residential and industrial properties (Target Cancer Risk = 1E‐06; Target Hazard Quotient = 1) cited.
2  ‐ Background metals are used for comparison purposes only. 
      Background metals values cited are concentrations for Salt Lake County, Utah from the US Geological Survey, National Geochemical Survey Database
      http://mrdata.usgs.gov/geochem/doc/averages/countydata.htm
3  ‐ Site Specific 95% Confidence UCL 
SS ‐ Surface Soil Sample
NA ‐ not analyzed
NE ‐ not established
BOLD ‐ exceeds the most conservative residential and industrial screening levels.  For Arsenic, exceeds site‐specific background calculation.
Sample Name Sample Description Date Arsenic Barium Cadmium Chromium (Total)Chromium 
Hexavalent
Chromium 
Hexavalent*Lead Mercury Nickel Selenium Silver
1 Screening Levels Residential RSLs 0.68 15,000 71.0 NE 0.3 0.3 400 11 1,500 390 390
Industrial RSLs 3 220,000 980 NE 6.3 6.3 800 46 22,000 5,800 5,800
B‐4 (3‐5 ft) Native Soil 8/17/20 2.7 97.5 <0.525 12.6 <0.827 <0.330 6.24 <0.0233 8.96 <1.31 <0.275
B‐5 (3‐5 ft) Native Soil 8/17/20 1.59 77.3 <0.501 8.93 <0.789 <0.314 5.59 0.0552 6.59 <1.25 <0.263
B‐6 (6.5 ft) Native Soil 8/17/20 4.52 213 <0.631 28.2 <0.995 <0.397 4.2 <0.0280 12.9 1.83 <0.331
B‐7 (7 ft) Native Soil 8/17/20 9.61 219 <0.633 32.4 <0.997 <0.397 14.7 <0.0280 27.8 2.44 <0.332
B‐8 (8 ft) Native Soil 8/17/20 6.29 226 <0.667 149 <1.05 2.47 7.31 0.0326 161 2.61 <0.350
B‐9 (8 ft) Native Soil 8/17/20 4.95 212 <0.649 140 <1.02 2.27 3.97 <0.0288 348 1.86 <0.340
B‐10 (7 ft) Native Soil 8/17/20 12.3 203 <0.670 25.2 3.93 <0.421 10.8 <0.0297 17.8 2.14 <0.352
B‐11 (8 ft) Native Soil 8/17/20 8.02 206 <0.606 27.9 <0.956 <0.381 12.3 <0.0269 20 1.88 <0.318
B‐15 (3‐4 ft) Native Soil 3/9/21 4.13 NA NA NA NA NA 8.27 NA NA NA NA
B‐16 (2‐3 ft) Native Soil 3/9/21 15.3 NA NA NA NA NA 30.3 NA NA NA NA
B‐19 (6‐7 ft) Native Soil 3/10/21 4.10 NA NA NA <0.419 NA 4.41 NA NA NA NA
B‐20 (6‐7 ft) Native Soil 3/10/21 6.56 NA NA NA <0.390 NA 2.17 NA NA NA NA
B‐21 (6‐7 ft) Native Soil 3/10/21 4.13 NA NA NA <0.387 NA 2.45 NA NA NA NA
B‐22 (6‐7 ft) Native Soil 3/10/21 16.6 NA NA NA <0.365 NA 9.7 NA NA NA NA
B‐23 (6‐7 ft) Native Soil 3/10/21 6.39 NA NA NA <0.259 NA 10.1 NA NA NA NA
B‐25 (7 ft) Native Soil 3/11/21 6.09 NA NA NA NA NA <4.70 NA NA NA NA
B‐26 (7 ft) Native Soil 3/11/21 NA NA NA NA NA NA NA NA NA NA NA
B‐28 (6 ft) Native Soil 5/6/21 NA NA NA 54.1 NA <0.433 NA NA NA NA NA
B‐29 (6 ft) Native Soil 5/6/21 NA NA NA 92.4 NA <0.381 NA NA NA NA NA
SB‐9 (3 ft) Native Soil 3/10/21 16.4 NA NA NA NA NA 21.9 NA NA NA NA
SB‐10 (6‐7 ft) Native Soil 3/10/21 12.1 NA NA NA <0.323 NA 7.62 NA NA NA NA
SB‐11 (6‐7 ft) Native Soil 3/10/21 7.75 NA NA NA <0.364 NA <4.53 NA NA NA NA
SB‐12 (5 ft) Native Soil 3/10/21 46.2 NA NA NA <0.292 NA 197 NA NA NA NA
2 Background Ranges Mean 22.1 NE NE NE NE NE 296 NE NE 0.871 NE
Low 4.0 NE NE NE NE NE 21.3 NE NE 0.215 NE
High 43.0 NE NE NE NE NE 1,963 NE NE 1.68 NE
95% Site‐Specific Confidence Calculation Mean 13.6 NE NE NE NE NE 296 NE NE 0.871 NE
TABLE 7
SOUTH AREA SUBSURFACE SOIL METALS
ANALYTICAL RESULTS SUMMARY
SALT LAKE CHROME PLATING AND COLLISION PRODUCTS
1038 and 1050 S. Washington Street
Results in milligrams per kilogram (mg/kg)
1  ‐ EPA Regional Screening Levels (May 2021) for residential and industrial properties (Target Cancer Risk = 1E‐06; Target Hazard Quotient = 1) cited.
2  ‐ Background metals are used for comparison purposes only. 
      Background metals values cited are concentrations for Salt Lake County, Utah from the US Geological Survey, National Geochemical Survey Database
      http://mrdata.usgs.gov/geochem/doc/averages/countydata.htm
3  ‐ Site Specific 95% Confidence  (UCL)
SS ‐ Surface Soil Sample
NA ‐ not analyzed
NE ‐ not established
BOLD ‐ exceeds the most conservative residential and industrial screening levels.  For Arsenic, exceeds site‐specific background calculation.
Date Arsenic Barium Cadmium Chromium (Total)Chromium 
Hexavalent*Lead Mercury Nickel Selenium Silver
1 Screening Levels
MCL 0.01 2.0 0.005 0.1 0.000035 a 0.015 0.002 NE 0.05 NE
Sample Name Sample Depth Sample Description GWQS 0.05 2.0 0.005 0.1 NE 0.015 0.002 NE 0.05 0.1
BH‐1 7‐8 feet Total Metals 10/8/19 0.0328 0.943 0.00164 0.536 NA 0.0491 <0.0000900 0.564 0.00905 <0.00200
BH‐2 7‐8 feet Total Metals 10/8/19 0.0121 0.576 <0.000700 0.0205 NA 0.00715 <0.0000900 0.0345 0.00683 <0.00200
BH‐3 7‐8 feet Total Metals 10/8/19 0.0170 0.513 0.00175 0.034 NA 0.00856 <0.0000900 0.147 0.00596 <0.00200
BH‐4 7‐8 feet Total Metals 10/8/19 0.0381 1.14 0.00466 0.126 NA 0.148 0.000363 7.57 0.0102 <0.00200
B‐4 Not Encountered Dissolved 8/17/20 NA NA NA NA NA NA NA NA NA NA
B‐5 6.15 feet Dissolved 8/17/20 0.0263 NA NA NA <0.00239 <0.00200 NA 2.79 NA NA
B‐5 8 feet Dissolved 8/17/20 0.0256 0.243 0.000757 0.0163 0.00052 0.0385 <0.000100 3.26 0.00276 0.000623
B‐5 6 feet Dissolved 5/6/21 0.00455 NA NA NA NA <0.00200 NA NA NA NA
B‐5 4.99 feet Dissolved 1/20/22 0.0214 NA NA <0.0400 <0.00500 <0.00200 NA NA NA NA
B‐6 7 feet Dissolved 8/17/20 0.00239 0.323 <0.000478 <0.00149 0.000184 <0.00249 <0.000100 0.01 0.00185 <0.000513
B‐6 5.55 feet Dissolved 1/20/22 <0.00400 NA NA <0.0400 <0.00500 <0.00200 NA NA NA NA
B‐7 7.5 feet Dissolved 8/17/20 0.00339 0.0717 <0.000478 0.00149 0.00104 <0.00249 <0.000100 0.242 0.00522 <0.000513
B‐8 8 feet Dissolved 8/17/20 0.00501 0.08 <0.000478 0.00266 <0.000150 <0.00249 <0.000100 0.0235 0.00146 <0.000513
B‐9 8 feet Dissolved 8/17/20 0.00399 0.0454 <0.000478 1,220 1,080 <0.00249 <0.000100 0.932 0.0129 <0.000513
B‐10 8 feet Dissolved 8/17/20 0.00384 0.0867 <0.000478 0.11 0.185 <0.00249 <0.000100 0.0386 0.00698 <0.000513
B‐11 7.5 feet Dissolved 8/17/20 0.00526 0.0782 <0.000478 0.00242 0.00182 <0.00249 <0.000100 0.0207 0.00244 <0.000513
B‐14 7.0 feet Dissolved 3/9/21 0.00148 NA NA NA <0.00239 <0.00200 NA 0.0147 NA NA
B‐15 7.5 feet Dissolved 3/9/21 0.00221 NA NA NA <0.00239 <0.00200 NA 0.00457 NA NA
B‐16 7.5 feet Dissolved 3/9/21 0.00174 NA NA NA <0.00239 <0.00200 NA 0.00441 NA NA
B‐17 7.5 feet Dissolved 3/9/21 <0.00400 NA NA <0.0200 <0.00239 <0.00200 NA 0.00323 NA NA
B‐18 7.5 feet Dissolved 3/10/21 0.00506 NA NA NA <0.00239 <0.00200 NA 0.00189 NA NA
B‐19 7.0 feet Dissolved 3/10/21 0.00256 NA NA NA <0.00239 <0.00200 NA 0.00598 NA NA
B‐20 7.5 feet Dissolved 3/10/21 0.00370 NA NA <0.0200 <0.00239 <0.00200 NA 0.00168 NA NA
B‐21 7.5 feet Dissolved 3/10/21 0.00198 NA NA <0.0200 <0.00239 <0.00200 NA <0.00400 NA NA
B‐22 7.0 feet Dissolved 3/10/21 0.00241 NA NA <0.0200 <0.00239 <0.00200 NA 0.00773 NA NA
B‐22 7.0 feet Dissolved 3/10/21 NA NA NA NA 0.000295 NA NA NA NA NA
B‐23 7.0 feet Dissolved 3/10/21 0.00617 NA NA <0.0200 <0.00239 <0.00200 NA 0.00216 NA NA
B‐23 7.0 feet Dissolved 3/10/21 NA NA NA NA <0.000150 NA NA NA NA NA
B‐24 not available Dissolved 3/11/21 0.00700 NA NA NA <0.00239 <0.00200 NA 0.0482 NA NA
B‐25 7.5 feet Dissolved 3/11/21 0.00407 NA NA NA 412 <0.00200 NA 0.0154 NA NA
B‐26 7.5 feet Dissolved 3/11/21 0.00266 NA NA NA 193 <0.00200 NA 0.373 NA NA
B‐28 7.5 feet Dissolved 5/6/21 NA NA NA <0.00429 <0.000305 NA NA NA NA NA
B‐29 7.5 feet Dissolved 5/6/21 NA NA NA 7.86 14.4 NA NA NA NA NA
B‐30 8 feet Dissolved 1/17 ‐ 1/18/22 NA NA NA <0.0400 <0.00500 NA NA NA NA NA
B‐31 8 feet Dissolved 1/17 ‐ 1/18/22 NA NA NA <0.0400 <0.00500 NA NA NA NA NA
DUP 1 (B‐14)7.0 feet Dissolved 3/9/21 0.00144 NA NA <0.0400 <0.00239 <0.00200 NA 0.0145 NA NA
DUP 4 (B‐20)7.5 feet Dissolved 3/10/21 0.00342 NA NA NA <0.00239 <0.00200 NA 0.00156 NA NA
DUP 6 (B‐25)7.5 feet Dissolved 3/11/21 NA NA NA NA 420 NA NA NA NA NA
DUP#1 (B‐30)8 feet Dissolved 1/17 ‐ 1/18/2022 NA NA NA <0.0400 <0.00500 NA NA NA NA NA
TABLE 8
SOUTH AREA GROUNDWATER METALS
ANALYTICAL RESULTS SUMMARY
SALT LAKE CHROME PLATING AND COLLISION PRODUCTS
1038 and 1050 S. Washington St.
Results in milligrams per liter (mg/L)
1  ‐ EPA Regional Screening Levels (May 2021) for residential and industrial properties (Target Cancer Risk = 1E‐06; Target Hazard Quotient = 1) cited.
* ‐ Re‐analyses of hexavalent chromium to achieve lower reporting limits. 
a ‐ No GWQS or EPA MCL screening ctiteria established for CrVI, the GWQS total chromium screening value utilized.
MCL ‐ U.S. Environmental Protection Agency's (EPA's) Maximum Contaminant Levels (MCLs) for drinking water (Target Cancer Risk = 1E‐06; Target Hazard Quotient = 1)
GWQS ‐ Utah Ground Water Quality Protection Program, Table 1 of R317‐6‐2.1.
NA ‐ not analyzed
NE ‐ not established
Red Bold ‐ exceeds MCL
BH‐1BH‐2BH‐3BH‐4B‐5B‐5B‐6B‐6B‐7B‐8B‐9B‐10 B‐11 B‐18 DUP 3 
(B‐18)
B‐22 B‐23 B‐25 B‐28 B‐29 B‐30 DUP #1
(B‐30)
B‐31
Volatile Organic Compounds (VOCs)
MCL VISL
(Residential)
VISL
(Industrial)ISL Tier 1
08/19/2020 08/19/2020 08/19/2020 08/19/2020 08/19/2020 1/20/2022 08/19/2020 1/20/2022 08/19/2020 08/19/2020 08/19/2020 08/19/2020 08/19/2020 03/10/2021 3/10/2021 03/10/2021 03/11/2021 03/11/2021 5/6/2021 5/6/2021 1/17/2021 1/17/2021 1/17/2021
ACETONE NE 22,500 94,500 NE NE NA NA NA NA <0.0113 <0.0010 <0.0113 <0.0010 <0.0113 <0.0113 0.055 <0.0113 <0.0113 0.00374 0.00335 <0.100 <0.100 0.00671 <0.010 <0.010 NA NA NA
ACRYLONITRILE NE 0.00732 0.032 NE NE NA NA NA NA <0.000671 NA <0.000671 NA <0.000671 <0.000671 <0.000671 <0.000671 <0.000671 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
BENZENE 0.005 0.00159 0.00693 0.005 0.3 NA NA NA NA 0.000285 <0.00200 0.000143 <0.00200 0.00836 0.000144 0.00147 0.000578 0.00422 0.000740 0.00032 <0.0200 0.002 0.00964 0.01218 0.0119 0.0006400 0.000560 0.000500
BROMOBENZENE NE 0.62 2.6 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000118 NA <0.000118 NA <0.000118 <0.000118 <0.000118 <0.000118 <0.000118 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
BROMODICHLOROMETHANE 0.08 0.000876 0.00382 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000136 <0.00200 <0.000136 <0.00200 <0.000136 <0.000136 <0.000136 <0.000136 <0.000136 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
BROMOFORM 0.08 0.117 0.51 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000129 <0.00200 <0.000129 <0.00200 <0.000129 <0.000129 <0.000129 <0.000129 <0.000129 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
BROMOMETHANE NE 0.0174 0.073 NE NE <0.00500 <0.00500 <0.00500 <0.00500 <0.000605 <0.00500 <0.000605 <0.00500 <0.000605 <0.000605 <0.000605 <0.000605 <0.000605 <0.00500 <0.00500 <0.0500 <0.0500 <0.00500 <0.005 <0.005 NA NA NA
N‐BUTYLBENZENE NE NE NE NE NE NA NA NA NA <0.000157 NA <0.000157 NA <0.000157 <0.000157 <0.000157 <0.000157 <0.000157 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
SEC‐BUTYLBENZENE NE NE NE NE NE NA NA NA NA <0.000125 NA <0.000125 NA <0.000125 <0.000125 <0.000125 <0.000125 <0.000125 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
TERT‐BUTYLBENZENE NE NE NE NE NE NA NA NA NA <0.000127 NA <0.000127 NA <0.000127 <0.000127 <0.000127 <0.000127 <0.000127 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
CARBON DISULFIDE NE NE NE NE NE NA NA NA NA NA <0.00200 NA <0.00200 NA NA NA NA NA 0.00082 <0.00200 <0.0200 <0.0200 0.00444 0.00596 0.00385 NA NA NA
CARBON TETRACHLORIDE 0.005 0.000415 0.00181 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000128 <0.00200 <0.000128 <0.00200 <0.000128 <0.000128 <0.000128 <0.000128 <0.000128 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
CHLOROBENZENE 0.1 0.41 1.72 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000116 <0.00200 <0.000116 <0.00200 <0.000116 <0.000116 <0.000116 <0.000116 <0.000116 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
CHLORODIBROMOMETHANE 0.08 NE NE NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000140 NA <0.000140 NA <0.000140 <0.000140 <0.000140 <0.000140 <0.000140 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
CHLOROETHANE NE 23 96.5 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000192 <0.00200 <0.000192 <0.00200 <0.000192 <0.000192 <0.000192 <0.000192 <0.000192 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
CHLOROFORM 0.08 0.000814 0.00355 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000111 <0.00200 <0.000111 <0.00200 0.00107 <0.000111 0.00212 0.000303 <0.000111 0.000610 0.00064 0.00610 <0.0200 0.000980 <0.002 <0.002 NA NA NA
CHLOROMETHANE NE 0.26 1.09 NE NE <0.00300 <0.00300 <0.00300 <0.00300 <0.000960 <0.00300 <0.000960 <0.00300 <0.000960 <0.000960 <0.000960 <0.000960 <0.000960 <0.00300 <0.00300 <0.0300 <0.0300 <0.00300 <0.002 <0.002 NA NA NA
2‐CHLOROTOLUENE NE NE NE NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000106 NA <0.000106 NA <0.000106 <0.000106 <0.000106 <0.000106 <0.000106 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
4‐CHLOROTOLUENE NE NE NE NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000114 NA <0.000114 NA <0.000114 <0.000114 <0.000114 <0.000114 <0.000114 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
1,2‐DIBROMO‐3‐CHLOROPROPANE 0.0002 0.0000281 0.00034 NE NE <0.00500 <0.00500 <0.00500 <0.00500 <0.000276 <0.00500 <0.000276 <0.00500 <0.000276 <0.000276 <0.000276 <0.000276 <0.000276 <0.00500 <0.00500 <0.0500 <0.0500 <0.00500 <0.005 <0.005 NA NA NA
1,2‐DIBROMOETHANE 0.00005 0.000176 0.000769 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000126 <0.00200 <0.000126 <0.00200 <0.000126 <0.000126 <0.000126 <0.000126 <0.000126 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
DIBROMOMETHANE NE 0.124 0.521 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000122 <0.00200 <0.000122 <0.00200 <0.000122 <0.000122 <0.000122 <0.000122 <0.000122 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
1,2‐DICHLOROBENZENE 0.6 2.66 11.2 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000107 <0.00200 <0.000107 <0.00200 <0.000107 <0.000107 <0.000107 <0.000107 <0.000107 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
1,3‐DICHLOROBENZENE NE NE NE NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000110 <0.00200 <0.000110 <0.00200 <0.000110 <0.000110 <0.000110 <0.000110 <0.000110 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
1,4‐DICHLOROBENZENE 0.075 0.00259 0.0113 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000120 <0.00200 <0.000120 <0.00200 <0.000120 <0.000120 <0.000120 <0.000120 <0.000120 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
DICHLORODIFLUOROMETHANE NE 0.00744 0.0312 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000374 <0.00200 <0.000374 <0.00200 <0.000374 <0.000374 <0.000374 <0.000374 <0.000374 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
1,1‐DICHLOROETHANE NE 0.00764 0.0334 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000100 <0.00200 <0.000100 <0.00200 <0.000100 <0.000100 <0.000100 <0.000100 <0.000100 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
1,2‐DICHLOROETHANE 0.005 0.00224 0.00978 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.0000819 <0.00200 <0.0000819 <0.00200 <0.0000819 <0.0000819 <0.0000819 <0.0000819 <0.0000819 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
1,1‐DICHLOROETHENE 0.007 0.195 0.821 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000188 <0.00200 <0.000188 <0.00200 <0.000188 <0.000188 <0.000188 <0.000188 <0.000188 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
CIS‐1,2‐DICHLOROETHENE 0.07 NE NE NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000126 <0.00200 <0.000126 <0.00200 <0.000126 <0.000126 <0.000126 <0.000126 <0.000126 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 0.00236 <0.002 NA NA NA
TRANS‐1,2‐DICHLOROETHENE 0.1 NE NE NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000149 <0.00200 <0.000149 <0.00200 <0.000149 <0.000149 <0.000149 <0.000149 <0.000149 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
1,2‐DICHLOROPROPANE 0.005 0.00658 0.0287 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000149 <0.00200 <0.000149 <0.00200 <0.000149 <0.000149 <0.000149 <0.000149 <0.000149 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
1,1‐DICHLOROPROPENE NE NE NE NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000142 <0.00200 <0.000142 <0.00200 <0.000142 <0.000142 <0.000142 <0.000142 <0.000142 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
1,3‐DICHLOROPROPANE NE NE NE NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000110 <0.00200 <0.000110 <0.00200 <0.000110 <0.000110 <0.000110 <0.000110 <0.000110 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
CIS‐1,3‐DICHLOROPROPENE NE NE NE NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000111 <0.00200 <0.000111 <0.00200 <0.000111 <0.000111 <0.000111 <0.000111 <0.000111 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
TRANS‐1,3‐DICHLOROPROPENE NE NE NE NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000118 <0.00200 <0.000118 <0.00200 <0.000118 <0.000118 <0.000118 <0.000118 <0.000118 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
2,2‐DICHLOROPROPANE NE NE NE NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000161 NA <0.000161 NA <0.000161 <0.000161 <0.000161 <0.000161 <0.000161 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
1  ‐ EPA Regional Screening Levels (May 2021) for residential and industrial properties (Target Cancer Risk = 1E‐06; Target Hazard Quotient = 1) cited.
* ‐ Re‐analyses of hexavalent chromium to achieve lower reporting limits. 
MCL ‐ U.S. Environmental Protection Agency's (EPA's) Maximum Contaminant Levels (MCLs) for drinking water ).  
VISL ‐ U.S. EPA's Target Groundwater Concentration Vapor Intrusion Screening Levels for residential and commercial properties (Target Cancer Risk = 1E‐06; Target Hazard Quotient = 1).  
UDEQ ‐ Utah Department of Environmental Quality's Initial Screening Levels (ISLs) and risk‐based Tier 1 Screening Levels (Tier 1) for petroleum at leaking underground storage tank sites.
MDL ‐ Laboratory's Method Detection Limit; RDL ‐ Laboratory's Reported Detection Limit
NA ‐ not analyzed
NE ‐ not established. 
BOLD ‐ exceeds the residential vapor intrusion screening levels.
Red Bold ‐ exceeds MCL
TABLE 9
SOUTH AREA GROUNDWATER VOC
ANALYTICAL RESULTS SUMMARY
SALT LAKE CHROME PLATING AND COLLISION PRODUCTS
1038 and 1050 S. Washington Street
Results in milligrams per liter (mg/L)
1 Screening Levels UDEQ
SAMPLE ID
BH‐1BH‐2BH‐3BH‐4B‐5B‐5B‐6B‐6B‐7B‐8B‐9B‐10 B‐11 B‐18 DUP 3 
(B‐18)
B‐22 B‐23 B‐25 B‐28 B‐29 B‐30 DUP #1
 (B‐30)
B‐31
Volatile Organic Compounds (VOCs)
MCL VISL
(Residential)
VISL
(Industrial)ISL Tier 1
08/19/2020 08/19/2020 08/19/2020 08/19/2020 08/19/2020 1/20/2022 08/19/2020 1/20/2022 08/19/2020 08/19/2020 08/19/2020 08/19/2020 08/19/2020 03/10/2021 3/10/2021 03/10/2021 03/11/2021 03/11/2021 5/6/2021 5/6/2021 1/17/2022 1/17/2022 1/17/2022
DI‐ISOPROPYL ETHER NE 6.97 29.3 NE NE NA NA NA NA <0.000105 <0.00200 <0.000105 <0.00200 <0.000105 <0.000105 <0.000105 <0.000105 <0.000105 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
1,4‐DIOXANE NE NE NE NE NE NA NA NA NA NA <0.0500 NA <0.0500 NA NA NA NA NA <0.0500 <0.0500 <0.500 <0.500 <0.0500 <0.050 <0.050 NA NA NA
ETHYLBENZENE 0.7 0.00349 0.0152 0.7 4 NA NA NA NA 0.00121 <0.00200 <0.000137 <0.00200 0.00155 <0.000137 0.000211 <0.000137 0.000684 <0.00200 <0.00200 <0.0200 <0.0200 0.00201 0.00216 <0.002 NA NA NA
HEXACHLORO‐1,3‐BUTADIENE NE 0.000303 0.00132 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000337 <0.00200 <0.000337 <0.00200 <0.000337 <0.000337 <0.000337 <0.000337 <0.000337 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
ISOPROPYLBENZENE NE 0.887 3.73 NE NE NA NA NA NA <0.000105 <0.00200 <0.000105 <0.00200 0.000109 <0.000105 <0.000105 <0.000105 <0.000105 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
P‐ISOPROPYLTOLUENE NE NE NE NE NE NA NA NA NA <0.000120 NA <0.000120 NA <0.000120 <0.000120 <0.000120 <0.000120 <0.000120 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
2‐BUTANONE (MEK)NE 2,240 9,410 NE NE NA NA NA NA <0.00119 <0.0100 <0.00119 <0.0100 <0.00119 0.00153 0.00587 <0.00119 <0.00119 <0.0100 <0.0100 <0.100 <0.100 <0.0100 <0.010 <0.010 NA NA NA
METHYLENE CHLORIDE 0.005 0.763 9.23 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000430 <0.00200 <0.000430 <0.00200 <0.000430 <0.000430 <0.000430 <0.000430 <0.000430 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
4‐METHYL‐2‐PENTANONE (MIBK)NE 555 2,330 NE NE NA NA NA NA <0.000478 <0.00500 <0.000478 <0.00500 0.000598 0.000555 0.000677 <0.000478 <0.000478 <0.00500 <0.00500 <0.0500 <0.0500 <0.00500 <0.005 <0.005 NA NA NA
METHYL TERT‐BUTYL ETHER NE 0.45 1.97 0.2 0.2 NA NA NA NA <0.000101 <0.00200 <0.000101 <0.00200 <0.000101 <0.000101 <0.000101 <0.000101 <0.000101 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
NAPHTHALENE NE 0.00459 0.0201 0.7 0.7 NA NA NA NA <0.00100 <0.00200 <0.00100 <0.00200 0.00138 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00200 <0.0200 <0.0200 0.00267 0.00242 0.0029 NA NA NA
N‐PROPYLBENZENE NE 2.43 10.2 NE NE NA NA NA NA <0.0000993 NA <0.0000993 NA 0.000157 <0.0000993 <0.0000993 <0.0000993 <0.0000993 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
STYRENE 0.1 9.28 39 NE NE NA NA NA NA <0.000118 <0.00200 <0.000118 <0.00200 <0.000118 <0.000118 <0.000118 <0.000118 <0.000118 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
1,1,1,2‐TETRACHLOROETHANE NE 0.00371 0.0162 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000147 <0.00200 <0.000147 <0.00200 <0.000147 <0.000147 <0.000147 <0.000147 <0.000147 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
1,1,2,2‐TETRACHLOROETHANE NE 0.00323 0.0141 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000133 <0.00200 <0.000133 <0.00200 <0.000133 <0.000133 <0.000133 <0.000133 <0.000133 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
1,1,2‐TRICHLOROTRIFLUOROETHANE NE 0.242 1.02 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000180 <0.00200 <0.000180 <0.00200 <0.000180 <0.000180 <0.000180 <0.000180 <0.000180 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
TETRACHLOROETHENE 0.005 0.0149 0.0652 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000300 <0.00200 <0.000300 <0.00200 <0.000300 <0.000300 <0.000300 0.000316 <0.000300 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
TOLUENE 1 19.2 80.7 1 3 NA NA NA NA 0.000343 <0.00200 <0.000278 <0.00200 0.00927 <0.000278 0.00123 0.000679 0.00415 0.0008 0.00037 <0.0200 <0.0200 0.0109 0.0137 0.0116 NA NA NA
1,2,3‐TRICHLOROBENZENE NE NE NE NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000230 <0.00200 <0.000230 <0.00200 <0.000230 <0.000230 <0.000230 <0.000230 <0.000230 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
1,2,4‐TRICHLOROBENZENE 0.07 0.0359 0.151 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000481 <0.00200 <0.000481 <0.00200 <0.000481 <0.000481 <0.000481 <0.000481 <0.000481 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
1,1,1‐TRICHLOROETHANE 0 7.42 31.1 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000149 <0.00200 <0.000149 <0.00200 <0.000149 <0.000149 <0.000149 <0.000149 <0.000149 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
1,1,2‐TRICHLOROETHANE 0.005 0.00521 0.0228 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000158 <0.00200 <0.000158 <0.00200 <0.000158 <0.000158 <0.000158 <0.000158 <0.000158 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
TRICHLOROETHENE 0.005 0.00119 0.00743 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000190 <0.00200 <0.000190 <0.00200 <0.000190 <0.000190 <0.000190 <0.000190 <0.000190 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
TRICHLOROFLUOROMETHANE NE NE NE NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000160 <0.00200 <0.000160 <0.00200 <0.000160 <0.000160 <0.000160 <0.000160 <0.000160 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
1,2,3‐TRICHLOROPROPANE NE 0.0223 0.0937 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000237 <0.00200 <0.000237 <0.00200 <0.000237 <0.000237 <0.000237 <0.000237 <0.000237 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
1,2,4‐TRIMETHYLBENZENE NE 0.248 1.04 NE NE NA NA NA NA <0.000322 <0.00200 <0.000322 <0.00200 0.000502 <0.000322 <0.000322 <0.000322 <0.000322 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
1,2,3‐TRIMETHYLBENZENE NE 0.351 1.47 NE NE NA NA NA NA <0.000104 <0.00200 <0.000104 <0.00200 0.000241 <0.000104 <0.000104 <0.000104 0.000104 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
1,3,5‐TRIMETHYLBENZENE NE 0.175 0.733 NE NE NA NA NA NA <0.000104 <0.00200 <0.000104 <0.00200 0.000206 <0.000104 <0.000104 <0.000104 <0.000104 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
VINYL CHLORIDE 0.002 0.000147 0.00245 NE NE <0.00100 <0.00100 <0.00100 <0.00100 <0.000234 <0.00100 <0.000234 <0.00100 <0.000234 <0.000234 <0.000234 <0.000234 <0.000234 <0.00100 <0.00100 <0.0100 <0.0100 <0.00100 <0.001 <0.001 NA NA NA
XYLENES, TOTAL 10 0.385 1.62 10 10 NA NA NA NA 0.00676 <0.00200 0.000412 <0.00200 0.00374 <0.000174 0.000407 0.000344 0.00179 <0.00400 <0.00400 <0.0200 <0.0200 0.00541 0.0037 0.00299 NA NA NA
TPH (GC/MS) LOW FRACTION NE NE NE 1 10NANANANANANANANANANANANANANANANANANANANANANANA
DRO W/ SGT NE NE NE 1 10NANANANANANANANANANANANANANANANANANANANANANANA
OIL & GREASE (HEXANE EXTR)NE NE NE 10 10 NA NA NA NA <1.22 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA
TABLE 9 (Continued)
SOUTH AREA GROUNDWATER VOC
ANALYTICAL RESULTS SUMMARY
SALT LAKE CHROME PLATING AND COLLISION PRODUCTS
1038 and 1050 S. Washington Street
Results in milligrams per liter (mg/L)
1  ‐ EPA Regional Screening Levels (May 2021) for residential and industrial properties (Target Cancer Risk = 1E‐06; Target Hazard Quotient = 1) cited.
* ‐ Re‐analyses of hexavalent chromium to achieve lower reporting limits. 
MCL ‐ U.S. Environmental Protection Agency's (EPA's) Maximum Contaminant Levels (MCLs) for drinking water ).  
VISL ‐ U.S. EPA's Target Groundwater Concentration Vapor Intrusion Screening Levels for residential and commercial properties (Target Cancer Risk = 1E‐06; Target Hazard Quotient = 1).  
UDEQ ‐ Utah Department of Environmental Quality's Initial Screening Levels (ISLs) and risk‐based Tier 1 Screening Levels (Tier 1) for petroleum at leaking underground storage tank sites.
MDL ‐ Laboratory's Method Detection Limit; RDL ‐ Laboratory's Reported Detection Limit
NA ‐ not analyzed
NE ‐ not established. 
BOLD ‐ exceeds the residential vapor intrusion screening levels.
Red Bold ‐ exceeds MCL
1 Screening Levels UDEQ
SAMPLE ID
Date Arsenic Barium Cadmium Chromium (Total)Chromium 
Hexavalent*Lead Mercury Nickel Selenium Silver
1 Screening Levels
MCL 0.01 2.0 0.005 0.1 0.000035 a 0.015 0.002 NE 0.05 NE
Sample Name Sample Depth Sample Description GWQS 0.05 2.0 0.005 0.1 NE 0.015 0.002 NE 0.05 0.1
B‐1 9 feet Dissolved 8/17/20 0.01 0.0713 <0.000478 <0.00149 <0.000150 <0.00249 <0.000100 0.0049 0.00115 <0.000513
B‐1 8.37 feet Dissolved 3/11/21 0.00453 NA NA NA NA NA NA NA NA NA
B‐1 8.50 feet Dissolved 5/6/21 0.00488 NA NA NA NA <0.00200 NA NA NA NA
B‐1 8.00 feet Dissolved 1/19/22 0.00664 NA NA <0.0400 <0.00500 <0.00200 NA NA NA NA
B‐2 8 feet Dissolved 8/17/20 0.00934 0.0531 <0.000478 <0.00149 NA <0.00249 <0.000100 0.00652 0.00281 <0.000513
B‐2 7.32 feet Dissolved 3/11/21 NA NA NA <0.0200 <0.00239 NA NA NA NA NA
B‐2 7.32 feet Dissolved 3/11/21 NA NA NA NA <0.000150 NA NA NA NA NA
B‐2 7.32 feet Dissolved 5/6/21 NA NA NA <0.00429 <0.000304 NA NA NA NA NA
B‐2 6.95 feet Dissolved 1/19/22 0.00596 NA NA <0.0400 <0.00500 <0.00200 NA NA NA NA
B‐3 9 feet Dissolved 8/17/20 0.00576 0.0515 <0.000478 <0.00149 0.00027 <0.00249 <0.000100 0.00567 0.00371 <0.000513
B‐3 6.29 feet Dissolved 1/19/22 0.00857 NA NA <0.0400 <0.00500 <0.00200 NA NA NA NA
B‐5 6.15 feet Dissolved 8/17/20 0.0263 NA NA NA <0.00239 <0.00200 NA 2.79 NA NA
B‐5 8 feet Dissolved 8/17/20 0.0256 0.243 0.000757 0.0163 0.00052 0.0385 <0.000100 3.26 0.00276 0.000623
B‐5 6 feet Dissolved 5/6/21 0.00455 NA NA NA NA <0.00200 NA NA NA NA
B‐5 4.99 feet Dissolved 1/20/22 0.0214 NA NA <0.0400 <0.00500 <0.00200 NA NA NA NA
B‐6 7 feet Dissolved 8/17/20 0.00239 0.323 <0.000478 <0.00149 0.000184 <0.00249 <0.000100 0.01 0.00185 <0.000513
B‐6 5.55 feet Dissolved 1/20/22 <0.00400 NA NA <0.0400 <0.00500 <0.00200 NA NA NA NA
B‐27 7.0 feet Dissolved 5/6/21 NA NA NA <0.00429 <0.000305 NA NA NA NA NA
B‐27 6.71 feet Dissolved 1/20/22 <0.00400 NA NA <0.0400 <0.00500 <0.00200 NA NA NA NA
DUP #3 (B‐3)6.71 feet Dissolved 1/20/22 0.00863 NA NA <0.0400 <0.00500 <0.00200 NA NA NA NA
TABLE 10
PERMANENT MONITORING WELL GROUNDWATER METALS
ANALYTICAL RESULTS SUMMARY
SALT LAKE CHROME PLATING AND COLLISION PRODUCTS
1038 and 1050 S. Washington St.
Results in milligrams per liter (mg/L)
1  ‐ EPA Regional Screening Levels (May 2021) for residential and industrial properties (Target Cancer Risk = 1E‐06; Target Hazard Quotient = 1) cited.
* ‐ Re‐analyses of hexavalent chromium to achieve lower reporting limits. 
a ‐ No GWQS or EPA MCL screening ctiteria established for CrVI, the GWQS total chromium screening value utilized.
MCL ‐ U.S. Environmental Protection Agency's (EPA's) Maximum Contaminant Levels (MCLs) for drinking water (Target Cancer Risk = 1E‐06; Target Hazard Quotient = 1)
GWQS ‐ Utah Ground Water Quality Protection Program, Table 1 of R317‐6‐2.1.
NA ‐ not analyzed
NE ‐ not established
Red Bold ‐ exceeds MCL
Sample Name Sample Description Date Benzene Ethylbenzene Toluene m,p‐Xylene o‐Xylene Other VOCs All PAHs TPH‐DRO TRPH
1 Screening Levels Residential RSLs 1.2 5.8 4,900 550 650 Various Various
2 DERR LUST Program Limits Initial Screening Level 1,000
Industrial RSLs 5.1 25 47,000 2,400 2,800 Various Various Tier 1 Screening Criteria 10,000
HA‐10 (0‐8 ") Shallow Fill 1/17/22 0.000352 <0.00220 0.00209 0.000859 <0.00220 <MDL <18.4 1,130 1,360
HA‐11 (0‐8 ") Shallow Fill 1/17/22 0.000569 <0.00223 0.00416 0.00177 <0.00223 <MDL <18.9 1,710 980
DUP #2 (HA‐11) Shallow Fill 1/17/22 0.00176 0.000799 0.0136 0.00431 0.00105 <MDL <19.3 1,300 433
TABLE 11
SOUTH AREA SURFACE SOIL (COMPRESSOR AREA)
ANALYTICAL RESULTS SUMMARY
SALT LAKE CHROME PLATING AND COLLISION PRODUCTS
1038 and 1050 S. Washington Street
Results in milligrams per kilogram (mg/kg)
1  ‐ EPA Regional Screening Levels (May 2021) for residential and industrial properties (Target Cancer Risk = 1E‐06; Target Hazard Quotient = 1) cited.
2  ‐ DERR LUST Program Limits, ISLs and Tier 1 Screening Criteria
TPH‐DRO ‐ Total petroleum hydrocarbons as diesel range organics
TRPH ‐ Total recoverable petroleum hydrocarbons (oil and grease)
NA ‐ not analyzed
NE ‐ not established
BOLD ‐ exceeds the most conservative residential and industrial screening levels.  For Arsenic, exceeds site‐specific background calculation.
500
HA‐10 (0‐8 ")
HA‐11 (0‐8 ")
DUP #2 (HA‐11)
Sample Name Date Chromium (Total)Hexavalent 
Chromium Lead
TCLP Screening Levels 5.0 (mg/L) NE 5.0 (mg/L)
BH‐1 SS 113.0 NA NA
TCLP BH‐1 SS <0.100 mg/L NA NA
SB‐6 (0‐1 ft)NA NA 4,530 mg/kg
TCLP SB‐6 (0‐1 ft)NA NA 2.88 mg/L
BH‐4 (SS)NA NA 545 mg/kg
TCLP BH‐4 SS NA NA <0.0100 mg/L
TCLP Profile Sample (B‐26) 1‐8 foot (composite) 3/11/21 0.0525 mg/L <0.00500 mg/L NA
TCLP ‐ Toxicity Characteristic Leaching Procedure.
TCLP Results in milligrams per liter (mg/L). 
Primary soil sample results are in  millagram per kilotgram (mg/kg).
TCLP Screening Levels per 40 CFR 261.24, Table 1‐ Maximum Concentration of Contaminants for Toxicity Characteristics.
NA ‐ not analyzed
NE ‐ not established
TABLE 12
TCLP ANALYTICAL RESULTS SUMMARY
SALT LAKE CHROME PLATING AND COLLISION PRODUCTS
255, 259, and 269 Brooklyn Avenue
1038 and 1050 S. Washington St.
Results in milligrams per liter (mg/L)
10/8/2019
3/9/2021
10/8/19
Shallow Fill
Shallow Fill
Shallow Fill
Table 13 ‐ Proposed Schedule
Week 12345678910111213141516171819202122232425
Date 8‐Ma
r
15
‐Ma
r
22
‐Ma
r
29
‐Ma
r
5‐Ap
r
12
‐Ap
r
19
‐Ap
r
26
‐Ap
r
3‐Ma
y
10
‐Ma
y
17
‐Ma
y
24
‐Ma
y
31
‐Ma
y
7‐Ju
n
14
‐Ju
n
21
‐Ju
n
28
‐Ju
n
5‐Ju
l
12
‐Ju
l
19
‐Ju
l
26
‐Ju
l
2‐Au
g
9‐Au
g
16
‐Au
g
23
‐Au
g
Revised RAP submitted to DERR X
DERR Approval of RAP X
Public Comment XXXX
Demolition (1050) X X
Soil and GW Pilot Study XXX
Soil Excavation XXXXXXXXXX
Full Scale Injection XXX
GW Monitoring XXXX
Site Remediation Report (DERR)X
Site Management Monitoring (LTM)X
*if CPS injection is determined to be non‐effective, modifications to the schedule will be completed in conjunction with DERR engagement.
Qt
r
.
 5 (2
0
2
6
)
1050 RAP Qt
r
.
 1 (2
0
2
4
)
Qt
r
.
 2 (2
0
2
5
)
Qt
r
.
 3 (2
0
2
5
)
Qt
r
.
 4 (2
0
2
5
)

www.intertek.com/building

APPENDIX A  
Redevelopment Plans – South Portion 

DRAWING NO.
PROJECT NO:
SCALE:
DRAWN BY:
DATE:
SHEET TITLE:
These drawings and
specifications and the
concepts embodied in
them are the original
unpublished work of
SMH BUILDERS Inc and
may not be disclosed or
duplicated without
written consent of SMH
BUILDERS Inc whether
the project for which they
were made is executed
or not unless otherwise
agreed by contract.
Licensed Stamp
SMH
NO.
RELEASES AND
REVISIONS DATE
59
70+6
9'568#..';%+6;
76#*
ÄÄ
(#:ÄÄ
241215'&$7+.&+0)
241215'&$7+.&+0)
241215'&$7+.&+0)
241215'&$7+.&+0)
ZONE 1
ZONE 2
ZONE 4
ZONE 5
G.M.
COURT
LE
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R=5', F.H.
CLEARANCE
R=5', NO TREES
IN THIS ZONE
CLEAR ZONE
5' FROM W.M. BOX
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01
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07
05
01
02
01
02
07 05
07 05
01
02
07 05
01
02
07 05
01
02
07
05
01
02
07 05
01
02
01
02
07
05
01
02
07 05
01
02
07 05
01
02
07
05
01
02
07
02
07
01
02
07 05
01
02
07
05
01
02
07
05
01
02
07 05
01
02
05
01
02
07 05
01
02
07
05
01
02
07 05
01
02
07
05
01
02
07 05
01
02
07 05
01 02
07 05
01 02
07 05
01 02
07 05
01
02
07 05
01
02
07 05
01 02
07 05
01 02
07 05
01 02
07 05
01
02
07 05
01
02
07 05
01
02
07
05
01
02
07
05
01
02
07
05
07
05
01
02
07
05
01
02
07
05
02
07
05
01
02
07 05
0102
07 05
02
07 05
07
05
ZONE 3
08
08
09
09
09
08
09
09
09
09
08
08
08
01
02
02
02
0203
03
03
01
04
04
05
05
05
05 05
0606
06
06
06
07
07
07
07
07 8'-6"
LOADING/UNLOADING
AREA
0306 07 06
04 06
02 07 01
02
03 05
07
04
02
03
06
01
01
02
03
05
06 07
04
01 03 06
07
04
01
02
03
0506
07
04
01 0203
05
06
07
04
01
02
03 05
06
07
04
01
02
03
05
06
07
04
D1 D2 D3 D4 D5 D6
D
14
'
-
9
3 4"
11
6'-73
4"
DA
1
6
'
-
1
0
1
2"
DP
1 2 3 4 5 6 7 9 10 12
13'-101
4"19'-0"19'-0"19'-0"19'-0"19'-0"13'-91
4"9'-21
2"16'-33
4"
8
4'-61
2"
159'-4"
21
3
'
-
4
1 2"
A
B
C
E
F
G
H
I
J
K
L
M
N
O
P
17
'
-
7
1 2"
4'
-
6
1 2"
6'
-
7
3 4"
9'
-
4
1 2"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
5
1 2"
4'
-
6
1 2"
12
'
-
0
"
24
'
-
4
1 2"
DB
1
7
'
-
0
"
2
3
8
'
-
0
3
4"
DC
DE
DF
DG
DH
DI
DJ
DK
DL
DO
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
DM
DN
1
7
'
-
0
"
1
7
'
-
2
"
16'-01
4"6'-111
4"4'-61
2"6'-111
2"16'-0"
6'
-
9
3 4"
HOUSE METER CT 47 UNIT METERS CT 60 UNIT METERS CT 60 UNIT METERS CT 60 UNIT METERS CT 60 UNIT METERS
VAULT &
TRANSFORMER
06 0406
02
03
04
01
0102
06 0704 02
03
05
04
01
02
03 05
07
04
02
03
06
01
01
02
03
05
06 07
04
03 06
04
03
01
02
03
0506
07
04
01 0203
05
06
07
04
01
02
03 05
06
07
04
01
02
03
05
06
07
04
01
01
02
02
02
03
03
03
05
05
06
07
07
02
03
04
07
DRAWING NO.
PROJECT NO:
SCALE:
DRAWN BY:
DATE:
SHEET TITLE:
C:\USERS\KIRTI\DOCUMENTS\SMH BUILDERS\1050\DRAWINGS\1050-SIDEWALK IMPROVEMENT-21--08-04.DWG PLOTTED ON 8/24/2021 9:58 AM
These drawings and
specifications and the
concepts embodied in
them are the original
unpublished work of
SMH BUILDERS Inc and
may not be disclosed or
duplicated without
written consent of SMH
BUILDERS Inc whether
the project for which they
were made is executed
or not unless otherwise
agreed by contract.
SA
L
T

L
A
K
E

C
I
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Y
,

U
T

8
4
1
0
1
Licensed Stamp
SMH
BUILDERS
NO.
RELEASES AND
REVISIONS DATE
3578 S 1950 W
UNIT #7,
WEST VALLEY CITY
UTAH 84119
415-519-5398
FAX [phone]
L
I
C
E
N
S
E D A R C H I T E
C
T
A0.2
DIVISION 2: SITE CONSTRUCTION
CONCRETE PAVEMENT S.C.D.2.01
NOT USED
DIVISION 3: CONCRETE
3.01
DIVISION 15: MECHANICAL
3.02
ASPHALTIC PAVEMENT S.C.D.2.02
CONCRETE CURB S.C.D.2.03
DRIVEWAY CURB CUT S.C.D.2.04
ACCESSIBLE CURB RAMP S.C.D.2.05
CONCRETE BENCH, SEE 4/A0.3
DIVISION 9: FINISHES
SIDEWALK STRIPES S.L.D.9.01
9.02 FLUSH PLANTER S.L.D.
PROVIDE CONTRASTING TEXTURE AT
DRIVEWAY
2.06
CONCRETE PAVERS SEE CS.3/A9.1.2.07
(E) PAVING2.08
CATCH BASIN, S.C.D.2.09
STORM DRAIN MANHOLE, S.C.D.2.10
WATER METER BOX, S.C.D.2.11
CONCRETE STOOP. FLUSH WITH
INTERIOR LANDING, S.C.D.
2.12
DIVISION 16: ELECTRICAL
16.01
2" DECOMPOSED GRANITE SURFACE
BETWEEN THE (E) PAVING AND BUILDING
2.13
HAMILTON ALUMINUM POLE-WASHINGTON
POSTLITE ENHANCED LED 2 (WSE2) SEE 3/A0.3
SERVICE DISCONNECT &
ELECTRICAL METER
16.02
(E) UTILITY POLE TO BE RELOCATED BY RMP16.03
UTILITY POLE BY RMP16.04
(E) UTILITY POLE W/COBRA HEAD LIGHT
FIXTURE
16.05
GAS METER15.01
15.02 IRRIGATION SYSTEM ZONE CABINET WITH
CODED LOCK CONTAINING 3/4" WATER LINE,
HOSE BIB, 110 DUPLEX OUTLET AND
CONTROLS. SEE IRRIGATION SYSTEM DESIGN
MANUAL.
15.03 IRRIGATION SYSTEM PIPING. SEE IRRIGATION
SYSTEM DESIGN MANUAL FOR SPEC.
METAL PARK BENCH
DIVISION 5: METALS
5.01
METAL BICYCLE RACK SEE 4/A0.3B5.02
METAL AWNING . SEE 13/A4.45.03
5" DIA. GALVANIZED IRON BALLARD
FILLED W/ CONCRETE
5.04
CABLE RAILING. SEE 11/A4.45.05
CURB OUTLET, S.C.D.2.14
EXTERIOR EXIT STAIRWAY. SEE 1/A4.42.15
2.01
2.03
2.03
2.04
2.06
2.07
2.11
LANDSCAPED PARK STRIP, SEE 1/L0.1
FOR QTY. OF PLANTS
2.16
PLANTING BED. SEE 1/L0.1 PLANTING
SCHEDULE FOR QTY. OF PLANTS
2.17
TREE, SEE 1/L0.1 PLANTING SCHEDULE
FOR QTY. OF TREES.
2.19
2.16
3.02
5.02
5.03
METAL FENCE5.06
5.06
2.19
9.02
2.16
2.07
15.01
15.02
15.03
16.01
16.01
16.01
15.02
15.03
TRANSFORMER, 3' X 5'16.06
UNDERGROUND VAULT, 7' X 9'16.07
ELECTRICAL METERS AND SERVICE16.08
16.06
16.07
TRENCH DRAIN2.21
2.21
16.01
2.07
2.07
2.07
2.07
2.01
2.01
2.03
2.03
2.04
2.06
2.16
2.16
2.17
2.17
2.17
2.19
2.19
2.19
2.19
2.19
15.02
15.03
16.01
16.01
2.19
2.19
2.19
2.19
2.19
2.19
2.03
5.06
5.06
2.16
2.16
9.02
9.02
15.02
15.03
15.03
16.01 2.16 15.02 15.03 5.039.02 2.07
2.19
2.16
2.05
2.05
9.02
5.06
5.06
BALCONY
PROJECTION-TYPICAL
LINE OF CANOPY ABOVE
16.08
1 2 3 4 5 6 7 9 10 12
13'-101
4"19'-0"19'-0"19'-0"19'-0"19'-0"13'-91
4"9'-21
2"16'-33
4"
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
8
F.
O
.
S
.
4'-61
2"
159'-4"
21
3
'
-
4
1 2"
AF.O.S.
BF.O.S.
CF.O.S.
EF.O.S.
FF.O.S.
GF.O.S.
HF.O.S.
IF.O.S.
JF.O.S.
KF.O.S.
LF.O.S.
MF.O.S.
NF.O.S.
OF.O.S.
PF.O.S.
17
'
-
7
1 2"
4'
-
6
1 2"
6'
-
7
3 4"
9'
-
4
1 2"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
5
1 2"
4'
-
6
1 2"
12
'
-
0
"
24
'
-
4
1 2"
DB
1
7
'
-
0
"
F.O.
S
.
2
3
8
'
-
0
3
4"
F.O.
S
.
F.O.
S
.
F.O.
S
.
F.O.
S
.
F.O.
S
.
DC
DE
DF
DG
DH
DI
F.O.
S
.
DJ
F.O.
S
.
DK
F.O.
S
.
DL
F.O.
S
.
DO
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
F.O.
S
.
F.O.
S
.
DM
F.O.
S
.
DN
F.O.
S
.
1
7
'
-
0
"
1
7
'
-
2
"
F
.
O
.
S
.
16'-0
"
F
.
O
.
S
.
F
.
O
.
S
.
F
.
O
.
S
.
F
.
O
.
S
.
F
.
O
.
S
.
6'-11
1 2"
4'-6
1 2"
6'-11
1 4"
16'-0
1 4"
D1 D2 D3 D4 D5 D6
DF.O.S.
14
'
-
9
3 4"
11
F.
O
.
S
.
6'-73
4"
DA
F.O.
S
.
1
6
'
-
1
0
1
2"
DP
VAULT &
TRANSFORMER
18
'
-
0
"
8'-0"
DRAWING NO.
PROJECT NO:
SCALE:
DRAWN BY:
DATE:
SHEET TITLE:
C:\USERS\KIRTI\DOCUMENTS\SMH BUILDERS\1050\DRAWINGS\1050-PLANS-2021-07-28_KP .DWG PLOTTED ON 8/31/2021 11:40 AM
These drawings and
specifications and the
concepts embodied in
them are the original
unpublished work of
SMH BUILDERS Inc and
may not be disclosed or
duplicated without
written consent of SMH
BUILDERS Inc whether
the project for which they
were made is executed
or not unless otherwise
agreed by contract.
SA
L
T

L
A
K
E

C
I
T
Y
,

U
T

8
4
1
0
1
Licensed Stamp
SMH
BUILDERS
NO.
RELEASES AND
REVISIONS DATE
3578 S 1950 W
UNIT #7,
WEST VALLEY CITY
UTAH 84119
415-519-5398
FAX [phone]
L
I
C
E
N
S
E D A R C H I T E
C
T
A2.1A
1- PROVIDE CONTROL JOINTS ON CONCRETE TOPPING SLAB.
PROVIDE @ ALL DOOR THRESHOLDS. SEE 2/A2.1A FOR TYPICAL
LAYOUT.
2- PROVIDE 2X LVL CONTINUES PLATE AT TOP & BOTT OF CHASES W/
FIRE CAULKING AT AIR DUCT VERTICAL PENETRATION. SEE
MECHANICAL DRAWINGS AND 10/A9.2
3- FOR LOCATIONS OF GYPSUM BOARD LINED JOIST CHANNELS FOR
MECHANICAL DUCTS SEE MECHANICAL DRAWINGS AND 11/A9.2.
4- THE SURROUNDING CONTEXT OUTSIDE OF THE BUILDING
PERIMETER IS ON GRADE LEVEL. SEE A0.2.
100-2
100-5
100-1
100-8100-9
100-10
15.05
15.05
15.05
103-1
103-2
103-3
103-4
100-12
100-13
102-2
102-3
102-4
101-1
101-2
101-3
101-4
100-4
100-6
100-7
102-1
14.01
5.02
3.02
5.10
5.04
5.05
GALV. METAL OVERFLOW SCUPPER, SEE 9/A9.4
GALV. METAL SCUPPER AND DOWNSPOUT TO DAYLIGHT TO
ROOF. SEE 10-11/A9.4
BELOW GRADE WATERPROOF SHEET MEMBRANE AND DRAIN
MAT, SEE 11/A9.5
DIVISION 7: THERMAL AND MOISTURE PROTECTION
7.01
26GA CORRUGATED METAL SIDING, SEE WALL ASS'Y. SHEET
A9.1
7.02
CEMENT STUCCO, SEE WALL ASS'Y. SHEET A9.17.03
GSM PARAPET CAP FLASHING, SEE 17-19/A9.4
7.07
FIBER REINFORCED CEMENT SIDING, SEE WALL ASS'.Y SHEET
A9.1
7.04
7.05
7.08
7.09
DIVISION 8: DOORS AND WINDOWS
8.01 FIRE RATED WINDOW, PROVIDE WS SPRINKLER HEAD, S.FS.D.
FOUNDATION DRAIN W/ CLEAN OUT @ EA. CORNER, SEE 11/A9.5
DIVISION 9: FINISHES
TYPICAL KITCHEN W/ BASE AND UPPER CABINETS, SEE 4/A5.1
FIRE EXTINGUISHER CABINET W/ 2A-10-BC FIRE EXTINGUISHER.
MOUNT CENTER OF CABINET DOOR HANDLE @ 4'-0" A.F.F. SEE
8/A9.2
DIVISION 12: FURNISHINGS
DIVISION 10: SPECIALTIES
DIVISION 13: SPECIAL CONSTRUCTION
12.01
10.01
TRACTION ELEVATOR SEE SHEET A4.2, SEE SPECS.
DIVISION 14: CONVEYING
14.01
DIVISION 15: MECHANICAL
DIVISION 16: ELECTRICAL
7.10 FUSED BAMBOO 1x6 SHIPLAP SIDING, T&G EDGE MATCHED
7.11 CORTEN STEEL SIDING- FLAT PROFILE 22 GA, 18" WIDE PANELS
W/ 1" RIB HEIGHT
7.12 CORTEN STEEL PARAPET CAP FLASHING, SEE 17 - 19/ A9.4, SIM.
8.02 3'-6" HIGH 5/8 " TEMPERED GLASS GUARDRIAL MOUNTED ON
S.S. STANDOFF.
8.03 5/8 " TEMPERED GLASS FRAMELESS DOOR AND SIDE PANEL
TYPICAL KITCHEN MIRRORED W/ BASE AND UPPER CABINETS,
SEE 4/A5.1
12.02
MINIMUM 5% OF THE BEDS IN THE ACCESSIBLE UNITS SHALL
BE ACCESSIBLE WITH A CLEAR FLOOR SPACE ON EACH SIDE
OF THE BED. ACCESSIBLE BEDS ARE REQUIRED TO BE OPEN
FRAME
12.03
SAWCUT CONC. CONTROL JOINT, PROVIDE @ ALL DOOR
THRESHOLDS
DIVISION 2: SITE CONSTRUCTION
DIVISION 3: CONCRETE
3.01
DIVISION 5: METALS
1-5/8" DIAM. STEEL HANDRAIL @ 3'-0" A.F.F., SEE 18/A4.3
GALV. METAL AND GLASS AWNING, SEE 17-18/A9.8B
5.01
5.02
5.03
5.04
5.05
5.08
METAL GUARDRAIL, SEE DETAIL REFERENCED IN NOTE5.07
DIVISION 6: WOOD AND PLASTICS
INTERIOR EXIT STAIRWAY #1 & 2. SEE 1, 2, 3 &16 /A4.1
INTERIOR EXIT STAIRWAY #3. SEE 6, 7, 8 &11/A4.1
INTERIOR EXIT STAIRWAY #4. SEE 4, 5 &12/A4.1
5.06
6.01
6.02
6.03
6.04
DROP CEILING @ COMMON HALLWAY @ 8'-0" A.F.F. SEE 5/A3.2
DROP CEILING @ UNIT HALLWAY @ 8'-0" A.F.F.
DROP CEILING @ UNIT BATHROOM @ 7'-0" A.F.F.
VERTICAL AIR DUCT FUR CONSTRUCTION SEE 5&6 /A9.5
6.05 HORIZONTAL AIR DUCT FUR CONSTRUCTION SEE 7&8 /A9.5
6.06 PLYWOOD CRICKET TO SLOPE TO DRAIN @ 1/ 4": 1'-0" MIN. SEE
WR1 &2/A9.1
SERVICE SINK15.01
ACCESSIBLE SINK AND WORK SURFACE. SEE 2/A5.3 SIM.15.02
WALL MOUNT BI-LEVEL ACCESSIBLE WATER FOUNTAIN. SEE
3&4/A0.1D
15.03
TERRACE DRAIN DAY LIGHT @4" FROM FACE OF TERRACE15.04
8.04 5/8 " TEMPERED GLASS FRAMELESS PARTITION
7.13 PROVIDE KERDI-MEMBRANE UNDER CONCRETE TOPPING
SLAB. WITH WATERPROOF CONNECTION TO FLOOR FRAIN.
EXTEND MEMBRANE UP WALLS 6" ABOVE FLOOR.
GALV. METAL LADDER5.09
VTAC UNIT15.05
3.02 LEVEL LINE @ ELEVATION -1'-6" ON LEVEL 1, +8'-0" ON LEVEL 2
INTERIOR EXIT STAIRWAY #5. SEE 9, 10, 13 &14/A4.1
INTERIOR EXIT STAIRWAY #6. SEE A4.2
LOBBY RAMP, SEE 15 &17/A4.15.10
DUAL PEDESTAL WITH CMK- 23'-0" CABLE16.01
ELECTRIC METERS FOR 287 UNITS16.02
100-3
100-11
14.01
16.02
16.01
1 2 3 4 5 6 7 9 10 12
13'-101
4"19'-0"19'-0"19'-0"19'-0"19'-0"13'-91
4"9'-21
2"16'-33
4"
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
8
F.
O
.
S
.
4'-61
2"
159'-4"
21
3
'
-
4
1 2"
AF.O.S.
BF.O.S.
CF.O.S.
EF.O.S.
FF.O.S.
GF.O.S.
HF.O.S.
IF.O.S.
JF.O.S.
KF.O.S.
LF.O.S.
MF.O.S.
NF.O.S.
OF.O.S.
PF.O.S.
17
'
-
7
1 2"
4'
-
6
1 2"
6'
-
7
3 4"
9'
-
4
1 2"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
5
1 2"
4'
-
6
1 2"
12
'
-
0
"
24
'
-
4
1 2"
DB
1
7
'
-
0
"
F.O.
S
.
2
3
8
'
-
0
3
4"
F.O.
S
.
F.O.
S
.
F.O.
S
.
F.O.
S
.
F.O.
S
.
DC
DE
DF
DG
DH
DI
F.O.
S
.
DJ
F.O.
S
.
DK
F.O.
S
.
DL
F.O.
S
.
DO
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
F.O.
S
.
F.O.
S
.
DM
F.O.
S
.
DN
F.O.
S
.
1
7
'
-
0
"
1
7
'
-
2
"
50'-5
1 2"
F
.
O
.
S
.
16'-0
"
F
.
O
.
S
.
F
.
O
.
S
.
F
.
O
.
S
.
F
.
O
.
S
.
F
.
O
.
S
.
6'-11
1 2"
4'-6
1 2"
6'-11
1 4"
16'-0
1 4"
D1 D2 D3 D4 D5 D6
DF.O.S.
14
'
-
9
3 4"
11
F.
O
.
S
.
6'-73
4"
DA
F.O.
S
.
1
6
'
-
1
0
1
2"
DP
DRAWING NO.
PROJECT NO:
SCALE:
DRAWN BY:
DATE:
SHEET TITLE:
C:\USERS\KIRTI\DOCUMENTS\SMH BUILDERS\1050\DRAWINGS\1050-PLANS-2021-07-28_KP .DWG PLOTTED ON 8/31/2021 11:40 AM
These drawings and
specifications and the
concepts embodied in
them are the original
unpublished work of
SMH BUILDERS Inc and
may not be disclosed or
duplicated without
written consent of SMH
BUILDERS Inc whether
the project for which they
were made is executed
or not unless otherwise
agreed by contract.
SA
L
T

L
A
K
E

C
I
T
Y
,

U
T

8
4
1
0
1
Licensed Stamp
SMH
BUILDERS
NO.
RELEASES AND
REVISIONS DATE
3578 S 1950 W
UNIT #7,
WEST VALLEY CITY
UTAH 84119
415-519-5398
FAX [phone]
L
I
C
E
N
S
E D A R C H I T E
C
T
A2.2A
1- PROVIDE CONTROL JOINTS ON CONCRETE TOPPING SLAB.
PROVIDE @ ALL DOOR THRESHOLDS. SEE 2/A2.1A FOR TYPICAL
LAYOUT.
2- PROVIDE 2X LVL CONTINUES PLATE AT TOP & BOTT OF CHASES W/
FIRE CAULKING AT AIR DUCT VERTICAL PENETRATION. SEE
MECHANICAL DRAWINGS AND 10/A9.2
3- FOR LOCATIONS OF GYPSUM BOARD LINED JOIST CHANNELS FOR
MECHANICAL DUCTS SEE MECHANICAL DRAWINGS AND 11/A9.2.
4- THE SURROUNDING CONTEXT OUTSIDE OF THE BUILDING
PERIMETER IS ON GRADE LEVEL. SEE A0.2.
200-5
200-8
200-2
200-14
200-3
200-10200-11
200-13
15.05
15.05
15.06
15.05
218-1
218-2
218-3
218-4
210-1
210-2
209-1
209-2
209-3
209-4
201-1
201-2
201-3
201-4
GALV. METAL OVERFLOW SCUPPER, SEE 9/A9.4
GALV. METAL SCUPPER AND DOWNSPOUT TO DAYLIGHT TO
ROOF. SEE 10-11/A9.4
BELOW GRADE WATERPROOF SHEET MEMBRANE AND DRAIN
MAT, SEE 11/A9.5
DIVISION 7: THERMAL AND MOISTURE PROTECTION
7.01
26GA CORRUGATED METAL SIDING, SEE WALL ASS'Y. SHEET
A9.1
7.02
CEMENT STUCCO, SEE WALL ASS'Y. SHEET A9.17.03
GSM PARAPET CAP FLASHING, SEE 17-19/A9.4
7.07
FIBER REINFORCED CEMENT SIDING, SEE WALL ASS'.Y SHEET
A9.1
7.04
7.05
7.08
7.09
DIVISION 8: DOORS AND WINDOWS
8.01 FIRE RATED WINDOW, PROVIDE WS SPRINKLER HEAD, S.FS.D.
FOUNDATION DRAIN W/ CLEAN OUT @ EA. CORNER, SEE 11/A9.5
DIVISION 9: FINISHES
TYPICAL KITCHEN W/ BASE AND UPPER CABINETS, SEE 4/A5.1
FIRE EXTINGUISHER CABINET W/ 2A-10-BC FIRE EXTINGUISHER.
MOUNT CENTER OF CABINET DOOR HANDLE @ 4'-0" A.F.F. SEE
8/A9.2
DIVISION 12: FURNISHINGS
DIVISION 10: SPECIALTIES
DIVISION 13: SPECIAL CONSTRUCTION
12.01
10.01
TRACTION ELEVATOR SEE SHEET A4.2, SEE SPECS.
DIVISION 14: CONVEYING
14.01
DIVISION 15: MECHANICAL
DIVISION 16: ELECTRICAL
7.10 FUSED BAMBOO 1x6 SHIPLAP SIDING, T&G EDGE MATCHED
7.11 CORTEN STEEL SIDING- FLAT PROFILE 22 GA, 18" WIDE PANELS
W/ 1" RIB HEIGHT
7.12 CORTEN STEEL PARAPET CAP FLASHING, SEE 17 - 19/ A9.4, SIM.
8.02 3'-6" HIGH 5/8 " TEMPERED GLASS GUARDRIAL MOUNTED ON
S.S. STANDOFF.
8.03 5/8 " TEMPERED GLASS FRAMELESS DOOR AND SIDE PANEL
TYPICAL KITCHEN MIRRORED W/ BASE AND UPPER CABINETS,
SEE 4/A5.1
12.02
MINIMUM 5% OF THE BEDS IN THE ACCESSIBLE UNITS SHALL
BE ACCESSIBLE WITH A CLEAR FLOOR SPACE ON EACH SIDE
OF THE BED. ACCESSIBLE BEDS ARE REQUIRED TO BE OPEN
FRAME
12.03
SAWCUT CONC. CONTROL JOINT, PROVIDE @ ALL DOOR
THRESHOLDS
DIVISION 2: SITE CONSTRUCTION
DIVISION 3: CONCRETE
3.01
DIVISION 5: METALS
1-5/8" DIAM. STEEL HANDRAIL @ 3'-0" A.F.F., SEE 18/A4.3
GALV. METAL AND GLASS AWNING, SEE 17-18/A9.8B
5.01
5.02
5.03
5.04
5.05
5.08
METAL GUARDRAIL, SEE DETAIL REFERENCED IN NOTE5.07
DIVISION 6: WOOD AND PLASTICS
INTERIOR EXIT STAIRWAY #1 & 2. SEE 1, 2, 3 &16 /A4.1
INTERIOR EXIT STAIRWAY #3. SEE 6, 7, 8 &11/A4.1
INTERIOR EXIT STAIRWAY #4. SEE 4, 5 &12/A4.1
5.06
6.01
6.02
6.03
6.04
DROP CEILING @ COMMON HALLWAY @ 8'-0" A.F.F. SEE 5/A3.2
DROP CEILING @ UNIT HALLWAY @ 8'-0" A.F.F.
DROP CEILING @ UNIT BATHROOM @ 7'-0" A.F.F.
VERTICAL AIR DUCT FUR CONSTRUCTION SEE 5&6 /A9.5
6.05 HORIZONTAL AIR DUCT FUR CONSTRUCTION SEE 7&8 /A9.5
6.06 PLYWOOD CRICKET TO SLOPE TO DRAIN @ 1/ 4": 1'-0" MIN. SEE
WR1 &2/A9.1
SERVICE SINK15.01
ACCESSIBLE SINK AND WORK SURFACE. SEE 2/A5.3 SIM.15.02
WALL MOUNT BI-LEVEL ACCESSIBLE WATER FOUNTAIN. SEE
3&4/A0.1D
15.03
TERRACE DRAIN DAY LIGHT @4" FROM FACE OF TERRACE15.04
8.04 5/8 " TEMPERED GLASS FRAMELESS PARTITION
7.13 PROVIDE KERDI-MEMBRANE UNDER CONCRETE TOPPING
SLAB. WITH WATERPROOF CONNECTION TO FLOOR FRAIN.
EXTEND MEMBRANE UP WALLS 6" ABOVE FLOOR.
GALV. METAL LADDER5.09
VTAC UNIT15.05
3.02 LEVEL LINE @ ELEVATION -1'-6" ON LEVEL 1, +8'-0" ON LEVEL 2
INTERIOR EXIT STAIRWAY #5. SEE 9, 10, 13 &14/A4.1
INTERIOR EXIT STAIRWAY #6. SEE A4.2
LOBBY RAMP, SEE 15 &17/A4.15.10
DUAL PEDESTAL WITH CMK- 23'-0" CABLE16.01
ELECTRIC METERS FOR 287 UNITS16.02
14.01
5.02
5.04
5.05
3.02
5.03
8.04
200-16
14.01
16.01
16.01
200-12
1 2 3 4 5 6 7 9 10 12
13'-101
4"19'-0"19'-0"19'-0"19'-0"19'-0"13'-91
4"9'-21
2"16'-33
4"
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
8
F.
O
.
S
.
4'-61
2"
159'-4"
21
3
'
-
4
1 2"
AF.O.S.
BF.O.S.
CF.O.S.
EF.O.S.
FF.O.S.
GF.O.S.
HF.O.S.
IF.O.S.
JF.O.S.
KF.O.S.
LF.O.S.
MF.O.S.
NF.O.S.
OF.O.S.
PF.O.S.
17
'
-
7
1 2"
4'
-
6
1 2"
6'
-
7
3 4"
9'
-
4
1 2"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
5
1 2"
4'
-
6
1 2"
12
'
-
0
"
24
'
-
4
1 2"
DB
1
7
'
-
0
"
F.O.
S
.
2
3
8
'
-
0
3
4"
F.O.
S
.
F.O.
S
.
F.O.
S
.
F.O.
S
.
F.O.
S
.
DC
DE
DF
DG
DH
DI
F.O.
S
.
DJ
F.O.
S
.
DK
F.O.
S
.
DL
F.O.
S
.
DO
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
F.O.
S
.
F.O.
S
.
DM
F.O.
S
.
DN
F.O.
S
.
1
7
'
-
0
"
1
7
'
-
2
"
50'-5
1 2"
F
.
O
.
S
.
16'-0
"
F
.
O
.
S
.
F
.
O
.
S
.
F
.
O
.
S
.
F
.
O
.
S
.
F
.
O
.
S
.
6'-11
1 2"
4'-6
1 2"
6'-11
1 4"
16'-0
1 4"
D1 D2 D3 D4 D5 D6
DF.O.S.
14
'
-
9
3 4"
11
F.
O
.
S
.
6'-73
4"
DA
F.O.
S
.
1
6
'
-
1
0
1
2"
DP
DRAWING NO.
PROJECT NO:
SCALE:
DRAWN BY:
DATE:
SHEET TITLE:
C:\USERS\KIRTI\DOCUMENTS\SMH BUILDERS\1050\DRAWINGS\1050-PLANS-2021-07-28_KP .DWG PLOTTED ON 8/31/2021 11:48 AM
These drawings and
specifications and the
concepts embodied in
them are the original
unpublished work of
SMH BUILDERS Inc and
may not be disclosed or
duplicated without
written consent of SMH
BUILDERS Inc whether
the project for which they
were made is executed
or not unless otherwise
agreed by contract.
SA
L
T

L
A
K
E

C
I
T
Y
,

U
T

8
4
1
0
1
Licensed Stamp
SMH
BUILDERS
NO.
RELEASES AND
REVISIONS DATE
3578 S 1950 W
UNIT #7,
WEST VALLEY CITY
UTAH 84119
415-519-5398
FAX [phone]
L
I
C
E
N
S
E D A R C H I T E
C
T
A2.3A
1- PROVIDE CONTROL JOINTS ON CONCRETE TOPPING SLAB.
PROVIDE @ ALL DOOR THRESHOLDS. SEE 2/A2.1A FOR TYPICAL
LAYOUT.
2- PROVIDE 2X LVL CONTINUES PLATE AT TOP & BOTT OF CHASES W/
FIRE CAULKING AT AIR DUCT VERTICAL PENETRATION. SEE
MECHANICAL DRAWINGS AND 10/A9.2
3- FOR LOCATIONS OF GYPSUM BOARD LINED JOIST CHANNELS FOR
MECHANICAL DUCTS SEE MECHANICAL DRAWINGS AND 11/A9.2.
330-1
330-2
15.05
15.05
15.05
328-1
328-2
326-1
326-2
324-1
324-2
322-1
322-2
321-1
321-2
320-1
320-2
319-2319-1
318-1
318-2
316-2
316-1
314-1
314-2
313-1313-2
312-1
312-2311-1
311-2
310-1
310-2309-1
309-2
307-1
307-2
305-1
305-2
306-1
306-1
304-1
304-2
303-2
303-1
302-1301-1
302-3
302-4
302-2
301-3
301-2
301-4
308-1
308-2
315-1315-2
317-3
317-1323-1
323-2
325-1
325-2
327-1
327-2
329-1
329-2331-3
331-1
332-1
332-3
333-3
333-2
333-1
334-1
334-3
334-2
335-1
335-2
337-1
337-2
336-1
336-2
338-1
338-2
340-1
340-2
342-1
342-2
344-1
344-2
346-1346-2
348-2
348-1
350-1350-2
352-1
352-2
354-1
354-2
356-2
356-1
356-3
356-4
355-1
355-5
355-4
353-1 353-2
351-1
351-2
349-1 349-2
347-1
347-2
300-2
300-3
300-4
300-5
300-6
300-7
300-9
300-8
300-10300-11
300-12
300-13
300-14
341-1
341-2
343-1
343-2
345-1 345-2
339-1
339-2
15.0515.0515.05 15.05 15.05 15.05 15.05 15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.0515.05
15.05
15.05
15.05
15.05 15.05 15.05 15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
300-1
GALV. METAL OVERFLOW SCUPPER, SEE 9/A9.4
GALV. METAL SCUPPER AND DOWNSPOUT TO DAYLIGHT TO
ROOF. SEE 10-11/A9.4
BELOW GRADE WATERPROOF SHEET MEMBRANE AND DRAIN
MAT, SEE 11/A9.5
DIVISION 7: THERMAL AND MOISTURE PROTECTION
7.01
26GA CORRUGATED METAL SIDING, SEE WALL ASS'Y. SHEET
A9.1
7.02
CEMENT STUCCO, SEE WALL ASS'Y. SHEET A9.17.03
GSM PARAPET CAP FLASHING, SEE 17-19/A9.4
7.07
FIBER REINFORCED CEMENT SIDING, SEE WALL ASS'.Y SHEET
A9.1
7.04
7.05
7.08
7.09
DIVISION 8: DOORS AND WINDOWS
8.01 FIRE RATED WINDOW, PROVIDE WS SPRINKLER HEAD, S.FS.D.
FOUNDATION DRAIN W/ CLEAN OUT @ EA. CORNER, SEE 11/A9.5
DIVISION 9: FINISHES
TYPICAL KITCHEN W/ BASE AND UPPER CABINETS, SEE 4/A5.1
FIRE EXTINGUISHER CABINET W/ 2A-10-BC FIRE EXTINGUISHER.
MOUNT CENTER OF CABINET DOOR HANDLE @ 4'-0" A.F.F. SEE
8/A9.2
DIVISION 12: FURNISHINGS
DIVISION 10: SPECIALTIES
DIVISION 13: SPECIAL CONSTRUCTION
12.01
10.01
TRACTION ELEVATOR SEE SHEET A4.2, SEE SPECS.
DIVISION 14: CONVEYING
14.01
DIVISION 15: MECHANICAL
DIVISION 16: ELECTRICAL
7.10 FUSED BAMBOO 1x6 SHIPLAP SIDING, T&G EDGE MATCHED
7.11 CORTEN STEEL SIDING- FLAT PROFILE 22 GA, 18" WIDE PANELS
W/ 1" RIB HEIGHT
7.12 CORTEN STEEL PARAPET CAP FLASHING, SEE 17 - 19/ A9.4, SIM.
8.02 3'-6" HIGH 5/8 " TEMPERED GLASS GUARDRIAL MOUNTED ON
S.S. STANDOFF.
8.03 5/8 " TEMPERED GLASS FRAMELESS DOOR AND SIDE PANEL
TYPICAL KITCHEN MIRRORED W/ BASE AND UPPER CABINETS,
SEE 4/A5.1
12.02
MINIMUM 5% OF THE BEDS IN THE ACCESSIBLE UNITS SHALL
BE ACCESSIBLE WITH A CLEAR FLOOR SPACE ON EACH SIDE
OF THE BED. ACCESSIBLE BEDS ARE REQUIRED TO BE OPEN
FRAME
12.03
SAWCUT CONC. CONTROL JOINT, PROVIDE @ ALL DOOR
THRESHOLDS
DIVISION 2: SITE CONSTRUCTION
DIVISION 3: CONCRETE
3.01
DIVISION 5: METALS
1-5/8" DIAM. STEEL HANDRAIL @ 3'-0" A.F.F., SEE 18/A4.3
GALV. METAL AND GLASS AWNING, SEE 17-18/A9.8B
5.01
5.02
5.03
5.04
5.05
5.08
METAL GUARDRAIL, SEE DETAIL REFERENCED IN NOTE5.07
DIVISION 6: WOOD AND PLASTICS
INTERIOR EXIT STAIRWAY #1 & 2. SEE 1, 2, 3 &16 /A4.1
INTERIOR EXIT STAIRWAY #3. SEE 6, 7, 8 &11/A4.1
INTERIOR EXIT STAIRWAY #4. SEE 4, 5 &12/A4.1
5.06
6.01
6.02
6.03
6.04
DROP CEILING @ COMMON HALLWAY @ 8'-0" A.F.F. SEE 5/A3.2
DROP CEILING @ UNIT HALLWAY @ 8'-0" A.F.F.
DROP CEILING @ UNIT BATHROOM @ 7'-0" A.F.F.
VERTICAL AIR DUCT FUR CONSTRUCTION SEE 5&6 /A9.5
6.05 HORIZONTAL AIR DUCT FUR CONSTRUCTION SEE 7&8 /A9.5
6.06 PLYWOOD CRICKET TO SLOPE TO DRAIN @ 1/ 4": 1'-0" MIN. SEE
WR1 &2/A9.1
SERVICE SINK15.01
ACCESSIBLE SINK AND WORK SURFACE. SEE 2/A5.3 SIM.15.02
WALL MOUNT BI-LEVEL ACCESSIBLE WATER FOUNTAIN. SEE
3&4/A0.1D
15.03
TERRACE DRAIN DAY LIGHT @4" FROM FACE OF TERRACE15.04
8.04 5/8 " TEMPERED GLASS FRAMELESS PARTITION
7.13 PROVIDE KERDI-MEMBRANE UNDER CONCRETE TOPPING
SLAB. WITH WATERPROOF CONNECTION TO FLOOR FRAIN.
EXTEND MEMBRANE UP WALLS 6" ABOVE FLOOR.
GALV. METAL LADDER5.09
VTAC UNIT15.05
3.02 LEVEL LINE @ ELEVATION -1'-6" ON LEVEL 1, +8'-0" ON LEVEL 2
INTERIOR EXIT STAIRWAY #5. SEE 9, 10, 13 &14/A4.1
INTERIOR EXIT STAIRWAY #6. SEE A4.2
LOBBY RAMP, SEE 15 &17/A4.15.10
DUAL PEDESTAL WITH CMK- 23'-0" CABLE16.01
ELECTRIC METERS FOR 287 UNITS16.02
14.01
5.02
5.01
5.03
5.01
15.04
8.04
15.04
8.04
15.04
8.04
15.04
8.04
355-2
317-2
355-3
321-3
334-4
331-2
332-2
1 2 3 4 5 6 7 9 10 12
13'-101
4"19'-0"19'-0"19'-0"19'-0"19'-0"13'-91
4"9'-21
2"16'-33
4"
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
8
F.
O
.
S
.
4'-61
2"
159'-4"
21
3
'
-
4
1 2"
AF.O.S.
BF.O.S.
CF.O.S.
EF.O.S.
FF.O.S.
GF.O.S.
HF.O.S.
IF.O.S.
JF.O.S.
KF.O.S.
LF.O.S.
MF.O.S.
NF.O.S.
OF.O.S.
PF.O.S.
17
'
-
7
1 2"
4'
-
6
1 2"
6'
-
7
3 4"
9'
-
4
1 2"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
5
1 2"
4'
-
6
1 2"
12
'
-
0
"
24
'
-
4
1 2"
DB
1
7
'
-
0
"
F.O.
S
.
2
3
8
'
-
0
3
4"
F.O.
S
.
F.O.
S
.
F.O.
S
.
F.O.
S
.
F.O.
S
.
DC
DE
DF
DG
DH
DI
F.O.
S
.
DJ
F.O.
S
.
DK
F.O.
S
.
DL
F.O.
S
.
DO
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
F.O.
S
.
F.O.
S
.
DM
F.O.
S
.
DN
F.O.
S
.
1
7
'
-
0
"
1
7
'
-
2
"
50'-5
1 2"
F
.
O
.
S
.
16'-0
"
F
.
O
.
S
.
F
.
O
.
S
.
F
.
O
.
S
.
F
.
O
.
S
.
F
.
O
.
S
.
6'-11
1 2"
4'-6
1 2"
6'-11
1 4"
16'-0
1 4"
D1 D2 D3 D4 D5 D6
DF.O.S.
14
'
-
9
3 4"
11
F.
O
.
S
.
6'-73
4"
DA
F.O.
S
.
1
6
'
-
1
0
1
2"
DP
DRAWING NO.
PROJECT NO:
SCALE:
DRAWN BY:
DATE:
SHEET TITLE:
C:\USERS\KIRTI\DOCUMENTS\SMH BUILDERS\1050\DRAWINGS\1050-PLANS-2021-07-28_KP .DWG PLOTTED ON 8/31/2021 11:48 AM
These drawings and
specifications and the
concepts embodied in
them are the original
unpublished work of
SMH BUILDERS Inc and
may not be disclosed or
duplicated without
written consent of SMH
BUILDERS Inc whether
the project for which they
were made is executed
or not unless otherwise
agreed by contract.
SA
L
T

L
A
K
E

C
I
T
Y
,

U
T

8
4
1
0
1
Licensed Stamp
SMH
BUILDERS
NO.
RELEASES AND
REVISIONS DATE
3578 S 1950 W
UNIT #7,
WEST VALLEY CITY
UTAH 84119
415-519-5398
FAX [phone]
L
I
C
E
N
S
E D A R C H I T E
C
T
A2.4A
1- PROVIDE CONTROL JOINTS ON CONCRETE TOPPING SLAB.
PROVIDE @ ALL DOOR THRESHOLDS. SEE 2/A2.1A FOR TYPICAL
LAYOUT.
2- PROVIDE 2X LVL CONTINUES PLATE AT TOP & BOTT OF CHASES W/
FIRE CAULKING AT AIR DUCT VERTICAL PENETRATION. SEE
MECHANICAL DRAWINGS AND 10/A9.2
3- FOR LOCATIONS OF GYPSUM BOARD LINED JOIST CHANNELS FOR
MECHANICAL DUCTS SEE MECHANICAL DRAWINGS AND 11/A9.2.
4- UNIT XXX IS COMMON TO LEVEL 4, 5 AND 6
X30-1
X30-2
15.05
X28-1
X28-2
X26-1
X26-2
X24-1
X24-2
X22-1
X22-2
X21-1
X21-2
X20-1
X20-2
X19-2
X19-1
X18-1
X18-2
X16-2
X16-1
X14-1
X14-2X13-1X13-2
X12-1
X13-1X11-1
X11-2
X10-1
X10-2X09-1
X09-2
X07-1
X07-2
X05-1
X05-2
X06-1
X06-1
X04-2
X03-2
X03-1
X02-1X01-1
X02-3
X02-4
X02-2
X01-3
X01-2
X01-4
X08-1
X08-2
X15-1X15-2
X17-3
X17-1X23-1
X23-2
X25-1
X25-2
X27-1
X27-2
X29-1
X29-2X31-3
X31-1
X32-1
X32-3
X33-3
X33-2
X33-1
X34-1
X34-3
X34-2
X35-1
X35-2
X37-1
X37-2
X36-1
X36-2
X38-1
X38-2
X40-1
X40-2
X42-1
X42-2
X44-1
X44-2
X46-1X46-2
X48-2
X48-1
X50-1X50-2
X52-1
X52-2
X54-1
X54-2
X56-2
X56-1
X56-3
X56-4
X55-1
X55-5
X55-4
X53-1 X53-2
X51-1
X51-2
X49-1 X49-2
X47-1
X47-2
X00-1
X00-2
X00-4
X04-1
X00-6X00-7
X00-9
X00-10
X41-1
X41-2
X43-1
X43-2
X45-1 X45-2
X39-1
X39-2
15.0515.0515.05 15.05 15.05 15.05 15.05 15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05 15.05 15.05 15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.0515.05
14.01
5.01
5.01
15.04
8.04
15.04
8.04
15.04
8.04
15.04
8.04
8.04 15.04
X34-4
X32-2
X31-2
X21-3
X17-2
X55- 2
X55- 3
GALV. METAL OVERFLOW SCUPPER, SEE 9/A9.4
GALV. METAL SCUPPER AND DOWNSPOUT TO DAYLIGHT TO
ROOF. SEE 10-11/A9.4
BELOW GRADE WATERPROOF SHEET MEMBRANE AND DRAIN
MAT, SEE 11/A9.5
DIVISION 7: THERMAL AND MOISTURE PROTECTION
7.01
26GA CORRUGATED METAL SIDING, SEE WALL ASS'Y. SHEET
A9.1
7.02
CEMENT STUCCO, SEE WALL ASS'Y. SHEET A9.17.03
GSM PARAPET CAP FLASHING, SEE 17-19/A9.4
7.07
FIBER REINFORCED CEMENT SIDING, SEE WALL ASS'.Y SHEET
A9.1
7.04
7.05
7.08
7.09
DIVISION 8: DOORS AND WINDOWS
8.01 FIRE RATED WINDOW, PROVIDE WS SPRINKLER HEAD, S.FS.D.
FOUNDATION DRAIN W/ CLEAN OUT @ EA. CORNER, SEE 11/A9.5
DIVISION 9: FINISHES
TYPICAL KITCHEN W/ BASE AND UPPER CABINETS, SEE 4/A5.1
FIRE EXTINGUISHER CABINET W/ 2A-10-BC FIRE EXTINGUISHER.
MOUNT CENTER OF CABINET DOOR HANDLE @ 4'-0" A.F.F. SEE
8/A9.2
DIVISION 12: FURNISHINGS
DIVISION 10: SPECIALTIES
DIVISION 13: SPECIAL CONSTRUCTION
12.01
10.01
TRACTION ELEVATOR SEE SHEET A4.2, SEE SPECS.
DIVISION 14: CONVEYING
14.01
DIVISION 15: MECHANICAL
DIVISION 16: ELECTRICAL
7.10 FUSED BAMBOO 1x6 SHIPLAP SIDING, T&G EDGE MATCHED
7.11 CORTEN STEEL SIDING- FLAT PROFILE 22 GA, 18" WIDE PANELS
W/ 1" RIB HEIGHT
7.12 CORTEN STEEL PARAPET CAP FLASHING, SEE 17 - 19/ A9.4, SIM.
8.02 3'-6" HIGH 5/8 " TEMPERED GLASS GUARDRIAL MOUNTED ON
S.S. STANDOFF.
8.03 5/8 " TEMPERED GLASS FRAMELESS DOOR AND SIDE PANEL
TYPICAL KITCHEN MIRRORED W/ BASE AND UPPER CABINETS,
SEE 4/A5.1
12.02
MINIMUM 5% OF THE BEDS IN THE ACCESSIBLE UNITS SHALL
BE ACCESSIBLE WITH A CLEAR FLOOR SPACE ON EACH SIDE
OF THE BED. ACCESSIBLE BEDS ARE REQUIRED TO BE OPEN
FRAME
12.03
SAWCUT CONC. CONTROL JOINT, PROVIDE @ ALL DOOR
THRESHOLDS
DIVISION 2: SITE CONSTRUCTION
DIVISION 3: CONCRETE
3.01
DIVISION 5: METALS
1-5/8" DIAM. STEEL HANDRAIL @ 3'-0" A.F.F., SEE 18/A4.3
GALV. METAL AND GLASS AWNING, SEE 17-18/A9.8B
5.01
5.02
5.03
5.04
5.05
5.08
METAL GUARDRAIL, SEE DETAIL REFERENCED IN NOTE5.07
DIVISION 6: WOOD AND PLASTICS
INTERIOR EXIT STAIRWAY #1 & 2. SEE 1, 2, 3 &16 /A4.1
INTERIOR EXIT STAIRWAY #3. SEE 6, 7, 8 &11/A4.1
INTERIOR EXIT STAIRWAY #4. SEE 4, 5 &12/A4.1
5.06
6.01
6.02
6.03
6.04
DROP CEILING @ COMMON HALLWAY @ 8'-0" A.F.F. SEE 5/A3.2
DROP CEILING @ UNIT HALLWAY @ 8'-0" A.F.F.
DROP CEILING @ UNIT BATHROOM @ 7'-0" A.F.F.
VERTICAL AIR DUCT FUR CONSTRUCTION SEE 5&6 /A9.5
6.05 HORIZONTAL AIR DUCT FUR CONSTRUCTION SEE 7&8 /A9.5
6.06 PLYWOOD CRICKET TO SLOPE TO DRAIN @ 1/ 4": 1'-0" MIN. SEE
WR1 &2/A9.1
SERVICE SINK15.01
ACCESSIBLE SINK AND WORK SURFACE. SEE 2/A5.3 SIM.15.02
WALL MOUNT BI-LEVEL ACCESSIBLE WATER FOUNTAIN. SEE
3&4/A0.1D
15.03
TERRACE DRAIN DAY LIGHT @4" FROM FACE OF TERRACE15.04
8.04 5/8 " TEMPERED GLASS FRAMELESS PARTITION
7.13 PROVIDE KERDI-MEMBRANE UNDER CONCRETE TOPPING
SLAB. WITH WATERPROOF CONNECTION TO FLOOR FRAIN.
EXTEND MEMBRANE UP WALLS 6" ABOVE FLOOR.
GALV. METAL LADDER5.09
VTAC UNIT15.05
3.02 LEVEL LINE @ ELEVATION -1'-6" ON LEVEL 1, +8'-0" ON LEVEL 2
INTERIOR EXIT STAIRWAY #5. SEE 9, 10, 13 &14/A4.1
INTERIOR EXIT STAIRWAY #6. SEE A4.2
LOBBY RAMP, SEE 15 &17/A4.15.10
DUAL PEDESTAL WITH CMK- 23'-0" CABLE16.01
ELECTRIC METERS FOR 287 UNITS16.02
X00-3
X00-5
X00-8
1 2 3 4 5 6 7 9 10 12
13'-101
4"19'-0"19'-0"19'-0"19'-0"19'-0"13'-91
4"9'-21
2"16'-33
4"
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
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S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
8
F.
O
.
S
.
4'-61
2"
159'-4"
21
3
'
-
4
1 2"
AF.O.S.
BF.O.S.
CF.O.S.
EF.O.S.
FF.O.S.
GF.O.S.
HF.O.S.
IF.O.S.
JF.O.S.
KF.O.S.
LF.O.S.
MF.O.S.
NF.O.S.
OF.O.S.
PF.O.S.
17
'
-
7
1 2"
4'
-
6
1 2"
6'
-
7
3 4"
9'
-
4
1 2"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
5
1 2"
4'
-
6
1 2"
12
'
-
0
"
24
'
-
4
1 2"
DB
1
7
'
-
0
"
F.O.
S
.
2
3
8
'
-
0
3
4"
F.O.
S
.
F.O.
S
.
F.O.
S
.
F.O.
S
.
F.O.
S
.
DC
DE
DF
DG
DH
DI
F.O.
S
.
DJ
F.O.
S
.
DK
F.O.
S
.
DL
F.O.
S
.
DO
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
F.O.
S
.
F.O.
S
.
DM
F.O.
S
.
DN
F.O.
S
.
1
7
'
-
0
"
1
7
'
-
2
"
50'-5
1 2"
F
.
O
.
S
.
16'-0
"
F
.
O
.
S
.
F
.
O
.
S
.
F
.
O
.
S
.
F
.
O
.
S
.
F
.
O
.
S
.
6'-11
1 2"
4'-6
1 2"
6'-11
1 4"
16'-0
1 4"
D1 D2 D3 D4 D5 D6
DF.O.S.
14
'
-
9
3 4"
11
F.
O
.
S
.
6'-73
4"
DA
F.O.
S
.
1
6
'
-
1
0
1
2"
DP
X30-1
X30-2
15.05
X28-1
X28-2
X26-1
X26-2
X24-1
X24-2
X22-1
X22-2
X21-1
X21-2
X20-1
X20-2
X19-2
X19-1
X18-1
X18-2
X16-2
X16-1
X14-1
X14-2X13-1X13-2
X12-1
X13-1X11-1
X11-2
X10-1
X10-2X09-1
X09-2
X07-1
X07-2
X05-1
X05-2
X06-1
X06-1
X04-2
X03-2
X03-1
X02-1X01-1
X02-3
X02-4
X02-2
X01-3
X01-2
X01-4
X08-1
X08-2
X15-1X15-2
X17-3
X17-1X23-1
X23-2
X25-1
X25-2
X27-1
X27-2
X29-1
X29-2X31-3
X31-1
X32-1
X32-3
X33-3
X33-2
X33-1
X34-1
X34-3
X34-2
X35-1
X35-2
X37-1
X37-2
X36-1
X36-2
X38-1
X38-2
X40-1
X40-2
X42-1
X42-2
X44-1
X44-2
X46-1X46-2
X48-2
X48-1
X50-1X50-2
X52-1
X52-2
X54-1
X54-2
X56-2
X56-1
X56-3
X56-4
X55-1
X55-5
X55-4
X53-1 X53-2
X51-1
X51-2
X49-1 X49-2
X47-1
X47-2
X00-1
X00-2
X00-4
X04-1
X00-6X00-7
X00-9
X00-10
X41-1
X41-2
X43-1
X43-2
X45-1 X45-2
X39-1
X39-2
15.0515.0515.05 15.05 15.05 15.05 15.05 15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05 15.05 15.05 15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.0515.05
14.01
5.01
5.01
15.04
8.04
15.04
8.04
15.04
8.04
15.04
8.04
8.04 15.04
X34-4
X32-2
X31-2
X21-3
X17-2
X55- 2
X55- 3
GALV. METAL OVERFLOW SCUPPER, SEE 9/A9.4
GALV. METAL SCUPPER AND DOWNSPOUT TO DAYLIGHT TO
ROOF. SEE 10-11/A9.4
BELOW GRADE WATERPROOF SHEET MEMBRANE AND DRAIN
MAT, SEE 11/A9.5
DIVISION 7: THERMAL AND MOISTURE PROTECTION
7.01
26GA CORRUGATED METAL SIDING, SEE WALL ASS'Y. SHEET
A9.1
7.02
CEMENT STUCCO, SEE WALL ASS'Y. SHEET A9.17.03
GSM PARAPET CAP FLASHING, SEE 17-19/A9.4
7.07
FIBER REINFORCED CEMENT SIDING, SEE WALL ASS'.Y SHEET
A9.1
7.04
7.05
7.08
7.09
DIVISION 8: DOORS AND WINDOWS
8.01 FIRE RATED WINDOW, PROVIDE WS SPRINKLER HEAD, S.FS.D.
FOUNDATION DRAIN W/ CLEAN OUT @ EA. CORNER, SEE 11/A9.5
DIVISION 9: FINISHES
TYPICAL KITCHEN W/ BASE AND UPPER CABINETS, SEE 4/A5.1
FIRE EXTINGUISHER CABINET W/ 2A-10-BC FIRE EXTINGUISHER.
MOUNT CENTER OF CABINET DOOR HANDLE @ 4'-0" A.F.F. SEE
8/A9.2
DIVISION 12: FURNISHINGS
DIVISION 10: SPECIALTIES
DIVISION 13: SPECIAL CONSTRUCTION
12.01
10.01
TRACTION ELEVATOR SEE SHEET A4.2, SEE SPECS.
DIVISION 14: CONVEYING
14.01
DIVISION 15: MECHANICAL
DIVISION 16: ELECTRICAL
7.10 FUSED BAMBOO 1x6 SHIPLAP SIDING, T&G EDGE MATCHED
7.11 CORTEN STEEL SIDING- FLAT PROFILE 22 GA, 18" WIDE PANELS
W/ 1" RIB HEIGHT
7.12 CORTEN STEEL PARAPET CAP FLASHING, SEE 17 - 19/ A9.4, SIM.
8.02 3'-6" HIGH 5/8 " TEMPERED GLASS GUARDRIAL MOUNTED ON
S.S. STANDOFF.
8.03 5/8 " TEMPERED GLASS FRAMELESS DOOR AND SIDE PANEL
TYPICAL KITCHEN MIRRORED W/ BASE AND UPPER CABINETS,
SEE 4/A5.1
12.02
MINIMUM 5% OF THE BEDS IN THE ACCESSIBLE UNITS SHALL
BE ACCESSIBLE WITH A CLEAR FLOOR SPACE ON EACH SIDE
OF THE BED. ACCESSIBLE BEDS ARE REQUIRED TO BE OPEN
FRAME
12.03
SAWCUT CONC. CONTROL JOINT, PROVIDE @ ALL DOOR
THRESHOLDS
DIVISION 2: SITE CONSTRUCTION
DIVISION 3: CONCRETE
3.01
DIVISION 5: METALS
1-5/8" DIAM. STEEL HANDRAIL @ 3'-0" A.F.F., SEE 18/A4.3
GALV. METAL AND GLASS AWNING, SEE 17-18/A9.8B
5.01
5.02
5.03
5.04
5.05
5.08
METAL GUARDRAIL, SEE DETAIL REFERENCED IN NOTE5.07
DIVISION 6: WOOD AND PLASTICS
INTERIOR EXIT STAIRWAY #1 & 2. SEE 1, 2, 3 &16 /A4.1
INTERIOR EXIT STAIRWAY #3. SEE 6, 7, 8 &11/A4.1
INTERIOR EXIT STAIRWAY #4. SEE 4, 5 &12/A4.1
5.06
6.01
6.02
6.03
6.04
DROP CEILING @ COMMON HALLWAY @ 8'-0" A.F.F. SEE 5/A3.2
DROP CEILING @ UNIT HALLWAY @ 8'-0" A.F.F.
DROP CEILING @ UNIT BATHROOM @ 7'-0" A.F.F.
VERTICAL AIR DUCT FUR CONSTRUCTION SEE 5&6 /A9.5
6.05 HORIZONTAL AIR DUCT FUR CONSTRUCTION SEE 7&8 /A9.5
6.06 PLYWOOD CRICKET TO SLOPE TO DRAIN @ 1/ 4": 1'-0" MIN. SEE
WR1 &2/A9.1
SERVICE SINK15.01
ACCESSIBLE SINK AND WORK SURFACE. SEE 2/A5.3 SIM.15.02
WALL MOUNT BI-LEVEL ACCESSIBLE WATER FOUNTAIN. SEE
3&4/A0.1D
15.03
TERRACE DRAIN DAY LIGHT @4" FROM FACE OF TERRACE15.04
8.04 5/8 " TEMPERED GLASS FRAMELESS PARTITION
7.13 PROVIDE KERDI-MEMBRANE UNDER CONCRETE TOPPING
SLAB. WITH WATERPROOF CONNECTION TO FLOOR FRAIN.
EXTEND MEMBRANE UP WALLS 6" ABOVE FLOOR.
GALV. METAL LADDER5.09
VTAC UNIT15.05
3.02 LEVEL LINE @ ELEVATION -1'-6" ON LEVEL 1, +8'-0" ON LEVEL 2
INTERIOR EXIT STAIRWAY #5. SEE 9, 10, 13 &14/A4.1
INTERIOR EXIT STAIRWAY #6. SEE A4.2
LOBBY RAMP, SEE 15 &17/A4.15.10
DUAL PEDESTAL WITH CMK- 23'-0" CABLE16.01
ELECTRIC METERS FOR 287 UNITS16.02
DRAWING NO.
PROJECT NO:
SCALE:
DRAWN BY:
DATE:
SHEET TITLE:
C:\USERS\KIRTI\DOCUMENTS\SMH BUILDERS\1050\DRAWINGS\1050-PLANS-2021-07-28_KP .DWG PLOTTED ON 8/31/2021 11:48 AM
These drawings and
specifications and the
concepts embodied in
them are the original
unpublished work of
SMH BUILDERS Inc and
may not be disclosed or
duplicated without
written consent of SMH
BUILDERS Inc whether
the project for which they
were made is executed
or not unless otherwise
agreed by contract.
SA
L
T

L
A
K
E

C
I
T
Y
,

U
T

8
4
1
0
1
Licensed Stamp
SMH
BUILDERS
NO.
RELEASES AND
REVISIONS DATE
3578 S 1950 W
UNIT #7,
WEST VALLEY CITY
UTAH 84119
415-519-5398
FAX [phone]
L
I
C
E
N
S
E D A R C H I T E
C
T
A2.5A
1- PROVIDE CONTROL JOINTS ON CONCRETE TOPPING SLAB.
PROVIDE @ ALL DOOR THRESHOLDS. SEE 2/A2.1A FOR TYPICAL
LAYOUT.
2- PROVIDE 2X LVL CONTINUES PLATE AT TOP & BOTT OF CHASES W/
FIRE CAULKING AT AIR DUCT VERTICAL PENETRATION. SEE
MECHANICAL DRAWINGS AND 10/A9.2
3- FOR LOCATIONS OF GYPSUM BOARD LINED JOIST CHANNELS FOR
MECHANICAL DUCTS SEE MECHANICAL DRAWINGS AND 11/A9.2.
4- UNIT XXX IS COMMON TO LEVEL 4, 5 AND 6
X00-3
X00-5
X00-8
5.07
1 2 3 4 5 6 7 9 10 12
13'-101
4"19'-0"19'-0"19'-0"19'-0"19'-0"13'-91
4"9'-21
2"16'-33
4"
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
8
F.
O
.
S
.
4'-61
2"
159'-4"
21
3
'
-
4
1 2"
AF.O.S.
BF.O.S.
CF.O.S.
EF.O.S.
FF.O.S.
GF.O.S.
HF.O.S.
IF.O.S.
JF.O.S.
KF.O.S.
LF.O.S.
MF.O.S.
NF.O.S.
OF.O.S.
PF.O.S.
17
'
-
7
1 2"
4'
-
6
1 2"
6'
-
7
3 4"
9'
-
4
1 2"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
5
1 2"
4'
-
6
1 2"
12
'
-
0
"
24
'
-
4
1 2"
DB
1
7
'
-
0
"
F.O.
S
.
2
3
8
'
-
0
3
4"
F.O.
S
.
F.O.
S
.
F.O.
S
.
F.O.
S
.
F.O.
S
.
DC
DE
DF
DG
DH
DI
F.O.
S
.
DJ
F.O.
S
.
DK
F.O.
S
.
DL
F.O.
S
.
DO
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
F.O.
S
.
F.O.
S
.
DM
F.O.
S
.
DN
F.O.
S
.
1
7
'
-
0
"
1
7
'
-
2
"
50'-5
1 2"
F
.
O
.
S
.
16'-0
"
F
.
O
.
S
.
F
.
O
.
S
.
F
.
O
.
S
.
F
.
O
.
S
.
F
.
O
.
S
.
6'-11
1 2"
4'-6
1 2"
6'-11
1 4"
16'-0
1 4"
D1 D2 D3 D4 D5 D6
DF.O.S.
14
'
-
9
3 4"
11
F.
O
.
S
.
6'-73
4"
DA
F.O.
S
.
1
6
'
-
1
0
1
2"
DP
X30-1
X30-2
15.05
X28-1
X28-2
X26-1
X26-2
X24-1
X24-2
X22-1
X22-2
X21-1
X21-2
X20-1
X20-2
X19-2
X19-1
X18-1
X18-2
X16-2
X16-1
X14-1
X14-2X13-1X13-2
X12-1
X13-1X11-1
X11-2
X10-1
X10-2X09-1
X09-2
X07-1
X07-2
X05-1
X05-2
X06-1
X06-1
X04-2
X03-2
X03-1
X02-1X01-1
X02-3
X02-4
X02-2
X01-3
X01-2
X01-4
X08-1
X08-2
X15-1X15-2
X17-3
X17-1X23-1
X23-2
X25-1
X25-2
X27-1
X27-2
X29-1
X29-2X31-3
X31-1
X32-1
X32-3
X33-3
X33-2
X33-1
X34-1
X34-3
X34-2
X35-1
X35-2
X37-1
X37-2
X36-1
X36-2
X38-1
X38-2
X40-1
X40-2
X42-1
X42-2
X44-1
X44-2
X46-1X46-2
X48-2
X48-1
X50-1X50-2
X52-1
X52-2
X54-1
X54-2
X56-2
X56-1
X56-3
X56-4
X55-1
X55-5
X55-4
X53-1 X53-2
X51-1
X51-2
X49-1 X49-2
X47-1
X47-2
X00-1
X00-2
X00-4
X04-1
X00-6X00-7
X00-9
X00-10
X41-1
X41-2
X43-1
X43-2
X45-1 X45-2
X39-1
X39-2
15.0515.0515.05 15.05 15.05 15.05 15.05 15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05 15.05 15.05 15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.0515.05
14.01
5.01
5.01
15.04
8.04
15.04
8.04
15.04
8.04
15.04
8.04
8.04 15.04
X34-4
X32-2
X31-2
X21-3
X17-2
X55- 2
X55- 3
GALV. METAL OVERFLOW SCUPPER, SEE 9/A9.4
GALV. METAL SCUPPER AND DOWNSPOUT TO DAYLIGHT TO
ROOF. SEE 10-11/A9.4
BELOW GRADE WATERPROOF SHEET MEMBRANE AND DRAIN
MAT, SEE 11/A9.5
DIVISION 7: THERMAL AND MOISTURE PROTECTION
7.01
26GA CORRUGATED METAL SIDING, SEE WALL ASS'Y. SHEET
A9.1
7.02
CEMENT STUCCO, SEE WALL ASS'Y. SHEET A9.17.03
GSM PARAPET CAP FLASHING, SEE 17-19/A9.4
7.07
FIBER REINFORCED CEMENT SIDING, SEE WALL ASS'.Y SHEET
A9.1
7.04
7.05
7.08
7.09
DIVISION 8: DOORS AND WINDOWS
8.01 FIRE RATED WINDOW, PROVIDE WS SPRINKLER HEAD, S.FS.D.
FOUNDATION DRAIN W/ CLEAN OUT @ EA. CORNER, SEE 11/A9.5
DIVISION 9: FINISHES
TYPICAL KITCHEN W/ BASE AND UPPER CABINETS, SEE 4/A5.1
FIRE EXTINGUISHER CABINET W/ 2A-10-BC FIRE EXTINGUISHER.
MOUNT CENTER OF CABINET DOOR HANDLE @ 4'-0" A.F.F. SEE
8/A9.2
DIVISION 12: FURNISHINGS
DIVISION 10: SPECIALTIES
DIVISION 13: SPECIAL CONSTRUCTION
12.01
10.01
TRACTION ELEVATOR SEE SHEET A4.2, SEE SPECS.
DIVISION 14: CONVEYING
14.01
DIVISION 15: MECHANICAL
DIVISION 16: ELECTRICAL
7.10 FUSED BAMBOO 1x6 SHIPLAP SIDING, T&G EDGE MATCHED
7.11 CORTEN STEEL SIDING- FLAT PROFILE 22 GA, 18" WIDE PANELS
W/ 1" RIB HEIGHT
7.12 CORTEN STEEL PARAPET CAP FLASHING, SEE 17 - 19/ A9.4, SIM.
8.02 3'-6" HIGH 5/8 " TEMPERED GLASS GUARDRIAL MOUNTED ON
S.S. STANDOFF.
8.03 5/8 " TEMPERED GLASS FRAMELESS DOOR AND SIDE PANEL
TYPICAL KITCHEN MIRRORED W/ BASE AND UPPER CABINETS,
SEE 4/A5.1
12.02
MINIMUM 5% OF THE BEDS IN THE ACCESSIBLE UNITS SHALL
BE ACCESSIBLE WITH A CLEAR FLOOR SPACE ON EACH SIDE
OF THE BED. ACCESSIBLE BEDS ARE REQUIRED TO BE OPEN
FRAME
12.03
SAWCUT CONC. CONTROL JOINT, PROVIDE @ ALL DOOR
THRESHOLDS
DIVISION 2: SITE CONSTRUCTION
DIVISION 3: CONCRETE
3.01
DIVISION 5: METALS
1-5/8" DIAM. STEEL HANDRAIL @ 3'-0" A.F.F., SEE 18/A4.3
GALV. METAL AND GLASS AWNING, SEE 17-18/A9.8B
5.01
5.02
5.03
5.04
5.05
5.08
METAL GUARDRAIL, SEE DETAIL REFERENCED IN NOTE5.07
DIVISION 6: WOOD AND PLASTICS
INTERIOR EXIT STAIRWAY #1 & 2. SEE 1, 2, 3 &16 /A4.1
INTERIOR EXIT STAIRWAY #3. SEE 6, 7, 8 &11/A4.1
INTERIOR EXIT STAIRWAY #4. SEE 4, 5 &12/A4.1
5.06
6.01
6.02
6.03
6.04
DROP CEILING @ COMMON HALLWAY @ 8'-0" A.F.F. SEE 5/A3.2
DROP CEILING @ UNIT HALLWAY @ 8'-0" A.F.F.
DROP CEILING @ UNIT BATHROOM @ 7'-0" A.F.F.
VERTICAL AIR DUCT FUR CONSTRUCTION SEE 5&6 /A9.5
6.05 HORIZONTAL AIR DUCT FUR CONSTRUCTION SEE 7&8 /A9.5
6.06 PLYWOOD CRICKET TO SLOPE TO DRAIN @ 1/ 4": 1'-0" MIN. SEE
WR1 &2/A9.1
SERVICE SINK15.01
ACCESSIBLE SINK AND WORK SURFACE. SEE 2/A5.3 SIM.15.02
WALL MOUNT BI-LEVEL ACCESSIBLE WATER FOUNTAIN. SEE
3&4/A0.1D
15.03
TERRACE DRAIN DAY LIGHT @4" FROM FACE OF TERRACE15.04
8.04 5/8 " TEMPERED GLASS FRAMELESS PARTITION
7.13 PROVIDE KERDI-MEMBRANE UNDER CONCRETE TOPPING
SLAB. WITH WATERPROOF CONNECTION TO FLOOR FRAIN.
EXTEND MEMBRANE UP WALLS 6" ABOVE FLOOR.
GALV. METAL LADDER5.09
VTAC UNIT15.05
3.02 LEVEL LINE @ ELEVATION -1'-6" ON LEVEL 1, +8'-0" ON LEVEL 2
INTERIOR EXIT STAIRWAY #5. SEE 9, 10, 13 &14/A4.1
INTERIOR EXIT STAIRWAY #6. SEE A4.2
LOBBY RAMP, SEE 15 &17/A4.15.10
DUAL PEDESTAL WITH CMK- 23'-0" CABLE16.01
ELECTRIC METERS FOR 287 UNITS16.02
DRAWING NO.
PROJECT NO:
SCALE:
DRAWN BY:
DATE:
SHEET TITLE:
C:\USERS\KIRTI\DOCUMENTS\SMH BUILDERS\1050\DRAWINGS\1050-PLANS-2021-07-28_KP .DWG PLOTTED ON 8/31/2021 11:48 AM
These drawings and
specifications and the
concepts embodied in
them are the original
unpublished work of
SMH BUILDERS Inc and
may not be disclosed or
duplicated without
written consent of SMH
BUILDERS Inc whether
the project for which they
were made is executed
or not unless otherwise
agreed by contract.
SA
L
T

L
A
K
E

C
I
T
Y
,

U
T

8
4
1
0
1
Licensed Stamp
SMH
BUILDERS
NO.
RELEASES AND
REVISIONS DATE
3578 S 1950 W
UNIT #7,
WEST VALLEY CITY
UTAH 84119
415-519-5398
FAX [phone]
L
I
C
E
N
S
E D A R C H I T E
C
T
A2.6A
1- PROVIDE CONTROL JOINTS ON CONCRETE TOPPING SLAB.
PROVIDE @ ALL DOOR THRESHOLDS. SEE 2/A2.1A FOR TYPICAL
LAYOUT.
2- PROVIDE 2X LVL CONTINUES PLATE AT TOP & BOTT OF CHASES W/
FIRE CAULKING AT AIR DUCT VERTICAL PENETRATION. SEE
MECHANICAL DRAWINGS AND 10/A9.2
3- FOR LOCATIONS OF GYPSUM BOARD LINED JOIST CHANNELS FOR
MECHANICAL DUCTS SEE MECHANICAL DRAWINGS AND 11/A9.2.
4- UNIT XXX IS COMMON TO LEVEL 4, 5 AND 6
X00-3
X00-5
X00-8
1 2 3 4 5 6 7 9 10 12
13'-101
4"19'-0"19'-0"19'-0"19'-0"19'-0"13'-91
4"9'-21
2"16'-33
4"
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
8
F.
O
.
S
.
4'-61
2"
159'-4"
21
3
'
-
4
1 2"
AF.O.S.
BF.O.S.
CF.O.S.
EF.O.S.
FF.O.S.
GF.O.S.
HF.O.S.
IF.O.S.
JF.O.S.
KF.O.S.
LF.O.S.
MF.O.S.
NF.O.S.
OF.O.S.
PF.O.S.
17
'
-
7
1 2"
4'
-
6
1 2"
6'
-
7
3 4"
9'
-
4
1 2"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
5
1 2"
4'
-
6
1 2"
12
'
-
0
"
24
'
-
4
1 2"
DB
1
7
'
-
0
"
F.O.
S
.
2
3
8
'
-
0
3
4"
F.O.
S
.
F.O.
S
.
F.O.
S
.
F.O.
S
.
F.O.
S
.
DC
DE
DF
DG
DH
DI
F.O.
S
.
DJ
F.O.
S
.
DK
F.O.
S
.
DL
F.O.
S
.
DO
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
F.O.
S
.
F.O.
S
.
DM
F.O.
S
.
DN
F.O.
S
.
1
7
'
-
0
"
1
7
'
-
2
"
50'-5
1 2"
F
.
O
.
S
.
16'-0
"
F
.
O
.
S
.
F
.
O
.
S
.
F
.
O
.
S
.
F
.
O
.
S
.
F
.
O
.
S
.
6'-11
1 2"
4'-6
1 2"
6'-11
1 4"
16'-0
1 4"
D1 D2 D3 D4 D5 D6
DF.O.S.
14
'
-
9
3 4"
11
F.
O
.
S
.
6'-73
4"
DA
F.O.
S
.
1
6
'
-
1
0
1
2"
DP
X30-1
X30-2
15.05
X28-1
X28-2
X26-1
X26-2
X24-1
X24-2
X22-1
X22-2
X21-1
X21-2
X20-1
X20-2
X19-2
X19-1
X18-1
X18-2
X16-2
X16-1
X14-1
X14-2X13-1X13-2
X12-1
X13-1X11-1
X11-2
X10-1
X10-2X09-1
X09-2
X07-1
X07-2
X05-1
X05-2
X06-1
X06-1
X04-2
X03-2
X03-1
X02-1X01-1
X02-3
X02-4
X02-2
X01-3
X01-2
X01-4
X08-1
X08-2
X15-1X15-2
X17-3
X17-1X23-1
X23-2
X25-1
X25-2
X27-1
X27-2
X29-1
X29-2X31-3
X31-1
X32-1
X32-3
X33-3
X33-2
X33-1
X34-1
X34-3
X34-2
X35-1
X35-2
X37-1
X37-2
X36-1
X36-2
X38-1
X38-2
X40-1
X40-2
X42-1
X42-2
X44-1
X44-2
X46-1X46-2
X48-2
X48-1
X50-1X50-2
X52-1
X52-2
X54-1
X54-2
X56-2
X56-1
X56-3
X56-4
X55-1
X55-5
X55-4
X53-1 X53-2
X51-1
X51-2
X49-1 X49-2
X47-1
X47-2
X00-1
X00-2
X00-4
X04-1
X00-6X00-7
X00-9
X00-10
X41-1
X41-2
X43-1
X43-2
X45-1 X45-2
X39-1
X39-2
15.0515.0515.05 15.05 15.05 15.05 15.05 15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05 15.05 15.05 15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.0515.05
14.01
5.01
5.01
15.04
8.04
15.04
8.04
15.04
8.04
15.04
8.04
8.04 15.04
X34-4
X32-2
X31-2
X21-3
X17-2
X55- 2
X55- 3
GALV. METAL OVERFLOW SCUPPER, SEE 9/A9.4
GALV. METAL SCUPPER AND DOWNSPOUT TO DAYLIGHT TO
ROOF. SEE 10-11/A9.4
BELOW GRADE WATERPROOF SHEET MEMBRANE AND DRAIN
MAT, SEE 11/A9.5
DIVISION 7: THERMAL AND MOISTURE PROTECTION
7.01
26GA CORRUGATED METAL SIDING, SEE WALL ASS'Y. SHEET
A9.1
7.02
CEMENT STUCCO, SEE WALL ASS'Y. SHEET A9.17.03
GSM PARAPET CAP FLASHING, SEE 17-19/A9.4
7.07
FIBER REINFORCED CEMENT SIDING, SEE WALL ASS'.Y SHEET
A9.1
7.04
7.05
7.08
7.09
DIVISION 8: DOORS AND WINDOWS
8.01 FIRE RATED WINDOW, PROVIDE WS SPRINKLER HEAD, S.FS.D.
FOUNDATION DRAIN W/ CLEAN OUT @ EA. CORNER, SEE 11/A9.5
DIVISION 9: FINISHES
TYPICAL KITCHEN W/ BASE AND UPPER CABINETS, SEE 4/A5.1
FIRE EXTINGUISHER CABINET W/ 2A-10-BC FIRE EXTINGUISHER.
MOUNT CENTER OF CABINET DOOR HANDLE @ 4'-0" A.F.F. SEE
8/A9.2
DIVISION 12: FURNISHINGS
DIVISION 10: SPECIALTIES
DIVISION 13: SPECIAL CONSTRUCTION
12.01
10.01
TRACTION ELEVATOR SEE SHEET A4.2, SEE SPECS.
DIVISION 14: CONVEYING
14.01
DIVISION 15: MECHANICAL
DIVISION 16: ELECTRICAL
7.10 FUSED BAMBOO 1x6 SHIPLAP SIDING, T&G EDGE MATCHED
7.11 CORTEN STEEL SIDING- FLAT PROFILE 22 GA, 18" WIDE PANELS
W/ 1" RIB HEIGHT
7.12 CORTEN STEEL PARAPET CAP FLASHING, SEE 17 - 19/ A9.4, SIM.
8.02 3'-6" HIGH 5/8 " TEMPERED GLASS GUARDRIAL MOUNTED ON
S.S. STANDOFF.
8.03 5/8 " TEMPERED GLASS FRAMELESS DOOR AND SIDE PANEL
TYPICAL KITCHEN MIRRORED W/ BASE AND UPPER CABINETS,
SEE 4/A5.1
12.02
MINIMUM 5% OF THE BEDS IN THE ACCESSIBLE UNITS SHALL
BE ACCESSIBLE WITH A CLEAR FLOOR SPACE ON EACH SIDE
OF THE BED. ACCESSIBLE BEDS ARE REQUIRED TO BE OPEN
FRAME
12.03
SAWCUT CONC. CONTROL JOINT, PROVIDE @ ALL DOOR
THRESHOLDS
DIVISION 2: SITE CONSTRUCTION
DIVISION 3: CONCRETE
3.01
DIVISION 5: METALS
1-5/8" DIAM. STEEL HANDRAIL @ 3'-0" A.F.F., SEE 18/A4.3
GALV. METAL AND GLASS AWNING, SEE 17-18/A9.8B
5.01
5.02
5.03
5.04
5.05
5.08
METAL GUARDRAIL, SEE DETAIL REFERENCED IN NOTE5.07
DIVISION 6: WOOD AND PLASTICS
INTERIOR EXIT STAIRWAY #1 & 2. SEE 1, 2, 3 &16 /A4.1
INTERIOR EXIT STAIRWAY #3. SEE 6, 7, 8 &11/A4.1
INTERIOR EXIT STAIRWAY #4. SEE 4, 5 &12/A4.1
5.06
6.01
6.02
6.03
6.04
DROP CEILING @ COMMON HALLWAY @ 8'-0" A.F.F. SEE 5/A3.2
DROP CEILING @ UNIT HALLWAY @ 8'-0" A.F.F.
DROP CEILING @ UNIT BATHROOM @ 7'-0" A.F.F.
VERTICAL AIR DUCT FUR CONSTRUCTION SEE 5&6 /A9.5
6.05 HORIZONTAL AIR DUCT FUR CONSTRUCTION SEE 7&8 /A9.5
6.06 PLYWOOD CRICKET TO SLOPE TO DRAIN @ 1/ 4": 1'-0" MIN. SEE
WR1 &2/A9.1
SERVICE SINK15.01
ACCESSIBLE SINK AND WORK SURFACE. SEE 2/A5.3 SIM.15.02
WALL MOUNT BI-LEVEL ACCESSIBLE WATER FOUNTAIN. SEE
3&4/A0.1D
15.03
TERRACE DRAIN DAY LIGHT @4" FROM FACE OF TERRACE15.04
8.04 5/8 " TEMPERED GLASS FRAMELESS PARTITION
7.13 PROVIDE KERDI-MEMBRANE UNDER CONCRETE TOPPING
SLAB. WITH WATERPROOF CONNECTION TO FLOOR FRAIN.
EXTEND MEMBRANE UP WALLS 6" ABOVE FLOOR.
GALV. METAL LADDER5.09
VTAC UNIT15.05
3.02 LEVEL LINE @ ELEVATION -1'-6" ON LEVEL 1, +8'-0" ON LEVEL 2
INTERIOR EXIT STAIRWAY #5. SEE 9, 10, 13 &14/A4.1
INTERIOR EXIT STAIRWAY #6. SEE A4.2
LOBBY RAMP, SEE 15 &17/A4.15.10
DUAL PEDESTAL WITH CMK- 23'-0" CABLE16.01
ELECTRIC METERS FOR 287 UNITS16.02
DRAWING NO.
PROJECT NO:
SCALE:
DRAWN BY:
DATE:
SHEET TITLE:
C:\USERS\KIRTI\DOCUMENTS\SMH BUILDERS\1050\DRAWINGS\1050-PLANS-2021-07-28_KP .DWG PLOTTED ON 8/31/2021 11:49 AM
These drawings and
specifications and the
concepts embodied in
them are the original
unpublished work of
SMH BUILDERS Inc and
may not be disclosed or
duplicated without
written consent of SMH
BUILDERS Inc whether
the project for which they
were made is executed
or not unless otherwise
agreed by contract.
SA
L
T

L
A
K
E

C
I
T
Y
,

U
T

8
4
1
0
1
Licensed Stamp
SMH
BUILDERS
NO.
RELEASES AND
REVISIONS DATE
3578 S 1950 W
UNIT #7,
WEST VALLEY CITY
UTAH 84119
415-519-5398
FAX [phone]
L
I
C
E
N
S
E D A R C H I T E
C
T
A2.7A
1- PROVIDE CONTROL JOINTS ON CONCRETE TOPPING SLAB.
PROVIDE @ ALL DOOR THRESHOLDS. SEE 2/A2.1A FOR TYPICAL
LAYOUT.
2- PROVIDE 2X LVL CONTINUES PLATE AT TOP & BOTT OF CHASES W/
FIRE CAULKING AT AIR DUCT VERTICAL PENETRATION. SEE
MECHANICAL DRAWINGS AND 10/A9.2
3- FOR LOCATIONS OF GYPSUM BOARD LINED JOIST CHANNELS FOR
MECHANICAL DUCTS SEE MECHANICAL DRAWINGS AND 11/A9.2.
4- UNIT XXX IS COMMON TO LEVEL 4, 5 AND 6
X00-3
X00-5
X00-8
1 2 3 4 5 6 7 9 10 12
13'-101
4"19'-0"19'-0"19'-0"19'-0"19'-0"13'-91
4"9'-21
2"16'-33
4"
F.
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F.
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S
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F.
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8
F.
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4'-61
2"
159'-4"
21
3
'
-
4
1 2"
AF.O.S.
BF.O.S.
CF.O.S.
EF.O.S.
FF.O.S.
GF.O.S.
HF.O.S.
IF.O.S.
JF.O.S.
KF.O.S.
LF.O.S.
MF.O.S.
NF.O.S.
OF.O.S.
PF.O.S.
17
'
-
7
1 2"
4'
-
6
1 2"
6'
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7
3 4"
9'
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4
1 2"
17
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17
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17
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17
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17
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1 2"
4'
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24
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1 2"
DB
1
7
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F.O.
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2
3
8
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4"
F.O.
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F.O.
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F.O.
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F.O.
S
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F.O.
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DC
DE
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DG
DH
DI
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S
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DJ
F.O.
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DK
F.O.
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DL
F.O.
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1
7
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50'-5
1 2"
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16'-0
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6'-11
1 2"
4'-6
1 2"
6'-11
1 4"
16'-0
1 4"
D1 D2 D3 D4 D5 D6
DF.O.S.
14
'
-
9
3 4"
11
F.
O
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S
.
6'-73
4"
DA
F.O.
S
.
1
6
'
-
1
0
1
2"
DP
DRAWING NO.
PROJECT NO:
SCALE:
DRAWN BY:
DATE:
SHEET TITLE:
C:\USERS\KIRTI\DOCUMENTS\SMH BUILDERS\1050\DRAWINGS\1050-PLANS-2021-07-28_KP .DWG PLOTTED ON 8/31/2021 1:16 PM
These drawings and
specifications and the
concepts embodied in
them are the original
unpublished work of
SMH BUILDERS Inc and
may not be disclosed or
duplicated without
written consent of SMH
BUILDERS Inc whether
the project for which they
were made is executed
or not unless otherwise
agreed by contract.
SA
L
T

L
A
K
E

C
I
T
Y
,

U
T

8
4
1
0
1
Licensed Stamp
SMH
BUILDERS
NO.
RELEASES AND
REVISIONS DATE
3578 S 1950 W
UNIT #7,
WEST VALLEY CITY
UTAH 84119
415-519-5398
FAX [phone]
L
I
C
E
N
S
E D A R C H I T E
C
T
A2.8
GALV. METAL OVERFLOW SCUPPER, SEE 9/A9.4
GALV. METAL SCUPPER AND DOWNSPOUT TO DAYLIGHT TO
ROOF. SEE 10-11/A9.4
BELOW GRADE WATERPROOF SHEET MEMBRANE AND DRAIN
MAT, SEE 11/A9.5
DIVISION 7: THERMAL AND MOISTURE PROTECTION
7.01
26GA CORRUGATED METAL SIDING, SEE WALL ASS'Y. SHEET
A9.1
7.02
CEMENT STUCCO, SEE WALL ASS'Y. SHEET A9.17.03
GSM PARAPET CAP FLASHING, SEE 17-19/A9.4
7.07
FIBER REINFORCED CEMENT SIDING, SEE WALL ASS'.Y SHEET
A9.1
7.04
7.05
7.08
7.09
DIVISION 8: DOORS AND WINDOWS
8.01 FIRE RATED WINDOW, PROVIDE WS SPRINKLER HEAD, S.FS.D.
FOUNDATION DRAIN W/ CLEAN OUT @ EA. CORNER, SEE 11/A9.5
DIVISION 9: FINISHES
TYPICAL KITCHEN W/ BASE AND UPPER CABINETS, SEE 4/A5.1
FIRE EXTINGUISHER CABINET W/ 2A-10-BC FIRE EXTINGUISHER.
MOUNT CENTER OF CABINET DOOR HANDLE @ 4'-0" A.F.F. SEE
8/A9.2
DIVISION 12: FURNISHINGS
DIVISION 10: SPECIALTIES
DIVISION 13: SPECIAL CONSTRUCTION
12.01
10.01
TRACTION ELEVATOR SEE SHEET A4.2, SEE SPECS.
DIVISION 14: CONVEYING
14.01
DIVISION 15: MECHANICAL
DIVISION 16: ELECTRICAL
7.10 FUSED BAMBOO 1x6 SHIPLAP SIDING, T&G EDGE MATCHED
7.11 CORTEN STEEL SIDING- FLAT PROFILE 22 GA, 18" WIDE PANELS
W/ 1" RIB HEIGHT
7.12 CORTEN STEEL PARAPET CAP FLASHING, SEE 17 - 19/ A9.4, SIM.
8.02 3'-6" HIGH 5/8 " TEMPERED GLASS GUARDRIAL MOUNTED ON
S.S. STANDOFF.
8.03 5/8 " TEMPERED GLASS FRAMELESS DOOR AND SIDE PANEL
TYPICAL KITCHEN MIRRORED W/ BASE AND UPPER CABINETS,
SEE 4/A5.1
12.02
MINIMUM 5% OF THE BEDS IN THE ACCESSIBLE UNITS SHALL
BE ACCESSIBLE WITH A CLEAR FLOOR SPACE ON EACH SIDE
OF THE BED. ACCESSIBLE BEDS ARE REQUIRED TO BE OPEN
FRAME
12.03
SAWCUT CONC. CONTROL JOINT, PROVIDE @ ALL DOOR
THRESHOLDS
DIVISION 2: SITE CONSTRUCTION
DIVISION 3: CONCRETE
3.01
DIVISION 5: METALS
1-5/8" DIAM. STEEL HANDRAIL @ 3'-0" A.F.F., SEE 18/A4.3
GALV. METAL AND GLASS AWNING, SEE 17-18/A9.8B
5.01
5.02
5.03
5.04
5.05
5.08
METAL GUARDRAIL, SEE DETAIL REFERENCED IN NOTE5.07
DIVISION 6: WOOD AND PLASTICS
INTERIOR EXIT STAIRWAY #1 & 2. SEE 1, 2, 3 &16 /A4.1
INTERIOR EXIT STAIRWAY #3. SEE 6, 7, 8 &11/A4.1
INTERIOR EXIT STAIRWAY #4. SEE 4, 5 &12/A4.1
5.06
6.01
6.02
6.03
6.04
DROP CEILING @ COMMON HALLWAY @ 8'-0" A.F.F. SEE 5/A3.2
DROP CEILING @ UNIT HALLWAY @ 8'-0" A.F.F.
DROP CEILING @ UNIT BATHROOM @ 7'-0" A.F.F.
VERTICAL AIR DUCT FUR CONSTRUCTION SEE 5&6 /A9.5
6.05 HORIZONTAL AIR DUCT FUR CONSTRUCTION SEE 7&8 /A9.5
6.06 PLYWOOD CRICKET TO SLOPE TO DRAIN @ 1/ 4": 1'-0" MIN. SEE
WR1 &2/A9.1
SERVICE SINK15.01
ACCESSIBLE SINK AND WORK SURFACE. SEE 2/A5.3 SIM.15.02
WALL MOUNT BI-LEVEL ACCESSIBLE WATER FOUNTAIN. SEE
3&4/A0.1D
15.03
TERRACE DRAIN DAY LIGHT @4" FROM FACE OF TERRACE15.04
8.04 5/8 " TEMPERED GLASS FRAMELESS PARTITION
7.13 PROVIDE KERDI-MEMBRANE UNDER CONCRETE TOPPING
SLAB. WITH WATERPROOF CONNECTION TO FLOOR FRAIN.
EXTEND MEMBRANE UP WALLS 6" ABOVE FLOOR.
GALV. METAL LADDER5.09
VTAC UNIT15.05
3.02 LEVEL LINE @ ELEVATION -1'-6" ON LEVEL 1, +8'-0" ON LEVEL 2
INTERIOR EXIT STAIRWAY #5. SEE 9, 10, 13 &14/A4.1
INTERIOR EXIT STAIRWAY #6. SEE A4.2
LOBBY RAMP, SEE 15 &17/A4.15.10
DUAL PEDESTAL WITH CMK- 23'-0" CABLE16.01
ELECTRIC METERS FOR 287 UNITS16.02
R0-2
R0-1
14.01
C:\USERS\KIRTI\DOCUMENTS\SMH BUILDERS\1050\DRAWINGS\1050-PLANS-2021-07-28_KP .DWG PLOTTED ON 8/31/2021 1:16 PM
EW.1A
EW.2
EW.2
EW.2A
EW.2A
EW.1A
EW.1
EW.1
EW.1A
lW.3
EW.1A
EW.2A
EW.1EW.2A
EW.2A
WF.1 AT ALL FLOORS ON LOWER ROOF U.0.N
WR.1
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WF.4
EW.1A
EW.2A
EW.2
EW.2
EW.2A
EW.2A
EW.2A
EW.2
EW.2
EW.1
EW.2
EW.2A
EW.2A
EW.2A
EW.2A
EW.2A
EW.2A
EW.2A
EW.2AEW.2AEW.2A
EW.2
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EW.2A
EW.2A
EW.2A
EW.2A
EW.2A
EW.2A
EW.2A
EW.2
EW.2
EW.2
EW.2
EW.2
EW.2
5.01
5.01
1- PROVIDE CONTROL JOINTS ON CONCRETE TOPPING SLAB.
PROVIDE @ ALL DOOR THRESHOLDS. SEE 2/A2.1A FOR TYPICAL
LAYOUT.
2- PROVIDE 2X LVL CONTINUES PLATE AT TOP & BOTT OF CHASES W/
FIRE CAULKING AT AIR DUCT VERTICAL PENETRATION. SEE
MECHANICAL DRAWINGS AND 10/A9.2
3- FOR LOCATIONS OF GYPSUM BOARD LINED JOIST CHANNELS FOR
MECHANICAL DUCTS SEE MECHANICAL DRAWINGS AND 11/A9.2.
NOTE: ALL WALL ASSEMBLIES SHALL HAVE A MIN. FIRE-RESISTIVE
RATING OF 1 HOUR, U.O.N.
CS.1 FLOOR LEVEL 1 COMMON CORRIDOR
CS.2 FLOOR-GARAGE
WF.1 WD FRAME W/TILE OR LAMINATE 1-HR.
IW.1 TYPICAL @ UNIT. 1-HR
IW.2 STAIR/ELEVATOR WALL. 2-HR
IW.4 UNIT/UNIT. 2-HR
EW.1A INTERIOR / EXTERIOR WALL. 1-HR
EW.2A EXTERIOR / EXTERIOR WALL. 1-HR
WR.1 RETAINING EXT/INT WALL. 1-HR
WF.2 WD FRAME W/TILE OR LAMINATE 2-HR.
CW.1 CONCRETE WALL, MIN. 2-HR
WF.4 STAIR INTERMEDIATE LANDING
SEE A9.1 FOR WALL AND FLOOR ASSEMBLY DETAILS.
CS.4 AT ALL FLOORS ON LEVEL 3 U.O.N
CS.5 FLOOR-COMMON CORRIDOR
CS.6 FLOOR-LANDSCAPED COURT
INDICATES TILE/CONC. STAIN COMBINATION. SEE
TILE/CONC. STAIN SCHEDULE BELOW.
TONE INDICATES AREA OPEN TO BELOW. NO FLOOR
ASSEMBLY.
x
TONE INDICATES SOFFIT. SEE ARCHITECTURAL DETAILS.
INDICATES WALL COMPONENTSXX.X
XX.X INDICATES FLOOR COMPONENTS
TONE INDICATES AREA OF NON-COMBUSTIBLE LEVEL
DECK SUPPORTED ON PEDESTALS OVER ROOF
ASSEMBLY WR.1
TONE INDICATES AREA OF JOIST CHANNEL, S.M.D. &
11/A9.2.
TONE INDICATES AREA OF JOIST CHANNEL OVER
SOFFIT, SM.D.
WR.2 AT ALL BALCONIES ON LEVEL 3 U.O.N
1
3
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1
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17
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2"
17
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1 2"
9'-61
4"
8'
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1
1 2"
15'-1
1
1 2"
15'-111
2"
17
'
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0
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9'-61
4"
EW.1A
EW.1A
IW.3
IW.1
WR.1
WR.1
WR.1
WF.1
WF.1
WF.1
700-3
ME 002-1
700-1
ME 001-1
700-2700-5
700-4
9.02
9.02
9.02
9.02
9.02
9.02
9.02
9.02
9.029.02
9.02
9.02
9.02
9.02
9.02
9.02
9.02
9.02
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70+670+6
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DRAWING NO.
PROJECT NO:
SCALE:
DRAWN BY:
DATE:
SHEET TITLE:
E:\ONEDRIVE\DOCUMENTS\SMH\PROJECTS\SALT LAKE CITY\269 BROOKLYN\DRAWINGS\SCHEMATIC DESIGN\GENERAL ARCHITECTURE\OFFICEXTEND\1050-ELEVATION 2020-08-04.DWG PLOTTED ON 2/8/2021 1:05 PM
These drawings and
specifications and the
concepts embodied in
them are the original
unpublished work of
SMH BUILDERS Inc and
may not be disclosed or
duplicated without
written consent of SMH
BUILDERS Inc whether
the project for which they
were made is executed
or not unless otherwise
agreed by contract.
Licensed Stamp
SMH
NO.
RELEASES AND
REVISIONS DATE
59
70+6
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DRAWING NO.
PROJECT NO:
SCALE:
DRAWN BY:
DATE:
SHEET TITLE:
E:\ONEDRIVE\DOCUMENTS\SMH\PROJECTS\SALT LAKE CITY\269 BROOKLYN\DRAWINGS\SCHEMATIC DESIGN\GENERAL ARCHITECTURE\OFFICEXTEND\1050-ELEVATION 2020-08-04.DWG PLOTTED ON 2/8/2021 1:05 PM
These drawings and
specifications and the
concepts embodied in
them are the original
unpublished work of
SMH BUILDERS Inc and
may not be disclosed or
duplicated without
written consent of SMH
BUILDERS Inc whether
the project for which they
were made is executed
or not unless otherwise
agreed by contract.
Licensed Stamp
SMH
NO.
RELEASES AND
REVISIONS DATE
59
70+6
9'568#..';%+6;
76#*
ÄÄ
(#:ÄÄ
#
213'-41
2"
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17'-71
2"4'-61
2"6'-73
4"9'-41
2"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-51
2"4'-61
2"12'-0"24'-41
2"F.
O
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14'-93
4"
ABCDEFGHIJKLMNOP
16'-101
2"
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238'-03
4"
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17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"
F.
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17'-0"17'-0"
DA DB DC DE DF DG DH DI DJ DK DL DNDM
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17'-2"
F.
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DP
DRAWING NO.
PROJECT NO:
SCALE:
DRAWN BY:
DATE:
SHEET TITLE:
These drawings and
specifications and the
concepts embodied in
them are the original
unpublished work of
SMH BUILDERS Inc and
may not be disclosed or
duplicated without
written consent of SMH
BUILDERS Inc whether
the project for which they
were made is executed
or not unless otherwise
agreed by contract.
SA
L
T

L
A
K
E

C
I
T
Y
,

U
T

8
4
1
0
1
Licensed Stamp
SMH
BUILDERS
NO.
RELEASES AND
REVISIONS DATE
3578 S 1950 W
UNIT #7,
WEST VALLEY CITY
UTAH 84119
415-519-5398
FAX [phone]
L
I
C
E
N
S
E D A R C H I T E
C
T
A3.4
SAWCUT CONC. CONTROL JOINT, PROVIDE @ ALL DOOR THRESHOLDS
DIVISION 2: SITE CONSTRUCTION
DIVISION 3: CONCRETE
3.01
TYPICAL UNIT STAIR . SEE 6/A4.3
DIVISION 5: METALS
1-5/8" DIAM. STEEL HANDRAIL @ 3'-0" A.F.F., SEE 18/A4.3
GALV. METAL AND GLASS AWNING, SEE 17-18/A9.8B
5.01
5.02
5.03
5.04
5.05
5.08
METAL GUARDRAIL, SEE 6/A4.55.07
GALV. METAL OVERFLOW SCUPPER, SEE 9/A9.4
GALV. METAL SCUPPER AND DOWNSPOUT TO DAYLIGHT TO ROOF. SEE 10-11/A9.4
DIVISION 6: WOOD AND PLASTICS
BELOW GRADE WATERPROOF SHEET MEMBRANE AND DRAIN MAT, SEE 11/A9.5
DIVISION 7: THERMAL AND MOISTURE PROTECTION
7.01
26GA CORRUGATED METAL SIDING, SEE WALL ASS'Y. SHEET A9.17.02
CEMENT STUCCO, SEE WALL ASS'Y. SHEET A9.17.03
GSM PARAPET CAP FLASHING, SEE 17-19/A9.4
7.07
FIBER REINFORCED CEMENT SIDING, SEE WALL ASS'.Y SHEET A9.17.04
7.05
7.08
7.09
DIVISION 8: DOORS AND WINDOWS
8.01 FIRE RATED WINDOW, PROVIDE WS SPRINKLER HEAD, S.FS.D.
FOUNDATION DRAIN W/ CLEAN OUT @ EA. CORNER, SEE 11/A9.5
DIVISION 9: FINISHES
TYPICAL KITCHEN W/ BASE AND UPPER CABINETS, SEE 4/A5.1
FIRE EXTINGUISHER CABINET W/ 2A-10-BC FIRE EXTINGUISHER. MOUNT CENTER OF
CABINET DOOR HANDLE @ 4'-0" A.F.F. SEE 8/A9.2
DIVISION 12: FURNISHINGS
DIVISION 10: SPECIALTIES
DIVISION 13: SPECIAL CONSTRUCTION
12.01
10.01
TRACTION ELEVATOR SEE SHEET A4.4, SEE SPECS.
DIVISION 14: CONVEYING
14.01
DIVISION 15: MECHANICAL
DIVISION 16: ELECTRICAL
7.10 FUSED BAMBOO 1x6 SHIPLAP SIDING, T&G EDGE MATCHED
7.11 CORTEN STEEL SIDING- FLAT PROFILE 22 GA, 18" WIDE PANELS W/ 1" RIB HEIGHT
7.12 CORTEN STEEL PARAPET CAP FLASHING, SEE 17 - 19/ A9.4, SIM.
8.02 3'-6" HIGH 5/8 " TEMPERED GLASS GUARDRIAL MOUNTED ON S.S. STANDOFF.
STAIR UNIT 112. SEE 1/A4.2
INTERIOR EXIT STAIRWAY #1 & 2. SEE 1&8 /A4.1
INTERIOR EXIT STAIRWAY #3. SEE 12/A4.2
INTERIOR EXIT STAIRWAY #4. SEE 1/A4.2
5.06
6.01
6.02
6.03
6.04
DROP CEILING @ COMMON HALLWAY @ 8'-0" A.F.F. SEE 5/A3.2
DROP CEILING @ UNIT HALLWAY @ 8'-0" A.F.F.
DROP CEILING @ UNIT BATHROOM @ 7'-0" A.F.F.
VERTICAL AIR DUCT FUR CONSTRUCTION SEE 5&6 /A9.5
6.04 HORIZONTAL AIR DUCT FUR CONSTRUCTION SEE 7&8 /A9.5
6.05 PLYWOOD CRICKET TO SLOPE TO DRAIN @ 1/ 4": 1'-0" MIN. SEE WR1 &2/A9.1
8.03 5/8 " TEMPERED GLASS FRAMELESS DOOR AND SIDE PANEL
TYPICAL KITCHEN MIRRORED W/ BASE AND UPPER CABINETS, SEE 4/A5.112.02
MINIMUM 5% OF THE BEDS IN THE ACCESSIBLE UNITS SHALL BE ACCESSIBLE WITH A
CLEAR FLOOR SPACE ON EACH SIDE OF THE BED. ACCESSIBLE BEDS ARE REQUIRED TO
BE OPEN FRAME
12.03
8.04 5/8 " TEMPERED GLASS FRAMELESS PARTITION
GALV. METAL LADDER5.09
6.06 CORRUGATED CLEAR POLYCARBONATE PARTITION SEE 4/A4.5
9.01
9.02
9.03
9.04 ART MESH COVERING
EXPOSED CONCRETE
HARDY PLANK MINERAL FIBER
CEMENT STUCCO
304-1
B.08
302-3
B.08A
303-1
B.08
302-2
B.05A
306-1
B.08A
308-1
B.08
310-1
B.08A
312-1
B.08
314-1
B.08A
316-1
B.08
318-1
B.08A
319-1
B.08
420-1
B.08A
404-1
B.08
402-3
B.08A
403-1
B.08
402-2
B.05A
406-1
B.08A
408-1
B.08
410-1
B.08A
412-1
B.08
414-1
B.08A
416-1
B.08
418-1
B.08A
419-1
B.08
420-1
B.08A
504-1
B.08
502-3
B.08A
503-1
B.08
502-2
B.05A
506-1
B.08A
508-1
B.08
510-1
B.08A
512-1
B.08
514-1
B.08A
516-1
B.08
518-1
B.08A
519-1
B.08
520-1
B.08A
604-1
B.08
602-3
B.08A
603-1
B.08
602-2
B.05A
606-1
B.08A
608-1
B.08
610-1
B.08A
612-1
B.08
614-1
B.08A
616-1
B.08
618-1
B.08A
619-1
B.08
620-1
B.08A
9.029.027.05 7.05 7.05
5.07TYP.
6.06TYP.
9.01
9.01
9.01
9.01
704-1
B.08
702-3
B.08A
703-1
B.08
702-2
B.05A
706-1
B.08A
708-1
B.08
710-1
B.08A
712-1
B.08
714-1
B.08A
716-1
B.08
718-1
B.08A
719-1
B.08
720-1
B.08A
6.06TYP.
9.019.02
9.019.02 9.019.029.029.019.015.07
TYP.
9.02
334-2
B.08A
334-3
B.08
434-2
B.08A
434-3
B.08
534-2
B.08A
534-3
B.08
634-2
B.08A
634-3
B.08
335-1
B.08A
336-1
B.08
435-1
B.08A
436-1
B.08
535-1
B.08A
536-1
B.08
635-1
B.08A
636-1
B.08
337-1
B.08A
338-1
B.08
437-1
B.08A
438-1
B.08
537-1
B.08A
538-1
B.08
637-1
B.08A
638-1
B.08
340-1
B.08A
342-1
B.08
440-1
B.08A
442-1
B.08
540-1
B.08A
542-1
B.08
640-1
B.08A
642-1
B.08
344-1
B.08A
346-1
B.08
444-1
B.08A
446-1
B.08
544-1
B.08A
546-1
B.08
644-1
B.08A
646-1
B.08
348-1
B.08A
350-1
B.08
448-1
B.08A
450-1
B.08
548-1
B.08A
550-1
B.08
648-1
B.08A
650-1
B.08
352-1
B.08A
354-1
B.08
452-1
B.08A
454-1
B.08
552-1
B.08A
554-1
B.08
652-1
B.08A
654-1
B.08
356-4
B.08A
356-3
B.08
456-4
B.08A
456-3
B.08
556-4
B.08A
556-3
B.08
656-4
B.08A
656-3
B.08
7.05
6.06TYP.
7.057.05 9.01
5.07TYP.
9.01
9.01
9.01
9.01
9.01
9.01
9.01
9.01
9.01
9.01
9.01
9.01
9.01
9.01
9.01
9.01
9.01
9.01
9.01
9.01
9.02
9.01
9.01
9.01
9.01
9.01
9.01
9.01
9.01
9.01
9.01
9.01
9.01
9.01
9.01 9.01
9.01
9.01
9.01
9.01
9.01
9.01
734-2
B.08A
734-3
B.08
735-1
B.08A
736-1
B.08
737-1
B.08A
738-1
B.08
740-1
B.08A
742-1
B.08
744-1
B.08A
746-1
B.08
748-1
B.08A
750-1
B.08
752-1
B.08A
754-1
B.08
756-4
B.08A
756-3
B.08
P103-3
B.07A
P103-4
B.07
P218-3
B.08A
P218-4
B.08
9.03
9.03 9.03 9.03 9.03 9.03 9.03
9.03
GA1-20
A.09
GA1-19
A.09
GA2-6
A.10
GA2-5
A.10
P102-5
B.07A
P102-4
B.07
GA1-16
A.09
GA1-15
A.09
GA1-14
A.09
GA1-13
A.09
GA1-12
A.09
GA1-11
A.09
GA1-10
A0.5
GA1-9
A0.5
P209-4
B.07A
P209-3
B.07P211-1
B.07A
P210-1
B.07P213-1
B.07A
P212-1
B.07
P215-1
B.07A
P214-1
B.07
P217-1
B.07A
P216-1
B.07
GA1-18
A.09
GA1-17
A.09
GA2-4
A.10
GA2-3
A.10
LO 100-1
D.01
GA1-8
A.03
OF 100-1
A.02
GA1-4
C.01
GA1-7
A.09
GA1-3
A.09
TA 100-1
A.09
TA 100-2
B.01A
GA1-2
B.01A
GA1-1
C.01
P202-1
B.08
P207-1
B.08A
P208-1
B.08
GA2-2
A.10
GA2-1
A.10
P205-1
B.08A
P206-1
B.08
P203-1
B.08A
P204-1
B.08
9.03 9.03 9.03 9.03 9.03
LO 100-1
D.01A
GA1-6
A.09
GA1-5
A.09
9.03 9.03
9.01 9.01 9.01 9.01 9.01
6 7 9 10 12
19'-0"13'-91
4"9'-21
2"16'-33
4"F.
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F.
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F.
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F.
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S
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8
F.
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4'-61
2"
69'-53
4"
11
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S
.
6'-73
4"
P
F.
O
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S
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7
F.
O
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6'-73
4"
F.
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159'-4"
F.
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.
F.
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S
.
F.
O
.
S
.
F.
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.
F.
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.
S
.
F.
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S
.
F.
O
.
S
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F.
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S
.
4'-61
2"9'-21
2"13'-91
4"19'-0"19'-0"19'-0"19'-0"19'-0"13'-101
4"
F.
O
.
S
.
F.
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S
.
F.
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12 11 10 9 8 7 6 5 4 3 2 1
16'-31
2"
5'
-
8
"
3'
-
0
"
5'-0"
6'
-
4
"
2'
-
0
"
DRAWING NO.
PROJECT NO:
SCALE:
DRAWN BY:
DATE:
SHEET TITLE:
C:\USERS\KIRTI\DOCUMENTS\SMH BUILDERS\1050\DRAWINGS\1050-ELEVATIONS-21--08-25 - 10FT.DWG PLOTTED ON 8/31/2021 1:18 PM
These drawings and
specifications and the
concepts embodied in
them are the original
unpublished work of
SMH BUILDERS Inc and
may not be disclosed or
duplicated without
written consent of SMH
BUILDERS Inc whether
the project for which they
were made is executed
or not unless otherwise
agreed by contract.
SA
L
T

L
A
K
E

C
I
T
Y
,

U
T

8
4
1
0
1
Licensed Stamp
SMH
BUILDERS
NO.
RELEASES AND
REVISIONS DATE
3578 S 1950 W
UNIT #7,
WEST VALLEY CITY
UTAH 84119
415-519-5398
FAX [phone]
L
I
C
E
N
S
E D A R C H I T E
C
T
A3.5
SAWCUT CONC. CONTROL JOINT, PROVIDE @ ALL DOOR THRESHOLDS
DIVISION 2: SITE CONSTRUCTION
DIVISION 3: CONCRETE
3.01
TYPICAL UNIT STAIR . SEE 6/A4.3
DIVISION 5: METALS
1-5/8" DIAM. STEEL HANDRAIL @ 3'-0" A.F.F., SEE 18/A4.3
GALV. METAL AND GLASS AWNING, SEE 17-18/A9.8B
5.01
5.02
5.03
5.04
5.05
5.08
METAL GUARDRAIL, SEE 6/A4.55.07
GALV. METAL OVERFLOW SCUPPER, SEE 9/A9.4
GALV. METAL SCUPPER AND DOWNSPOUT TO DAYLIGHT TO ROOF. SEE 10-11/A9.4
DIVISION 6: WOOD AND PLASTICS
BELOW GRADE WATERPROOF SHEET MEMBRANE AND DRAIN MAT, SEE 11/A9.5
DIVISION 7: THERMAL AND MOISTURE PROTECTION
7.01
26GA CORRUGATED METAL SIDING, SEE WALL ASS'Y. SHEET A9.17.02
CEMENT STUCCO, SEE WALL ASS'Y. SHEET A9.17.03
GSM PARAPET CAP FLASHING, SEE 17-19/A9.4
7.07
FIBER REINFORCED CEMENT SIDING, SEE WALL ASS'.Y SHEET A9.17.04
7.05
7.08
7.09
DIVISION 8: DOORS AND WINDOWS
8.01 FIRE RATED WINDOW, PROVIDE WS SPRINKLER HEAD, S.FS.D.
FOUNDATION DRAIN W/ CLEAN OUT @ EA. CORNER, SEE 11/A9.5
DIVISION 9: FINISHES
TYPICAL KITCHEN W/ BASE AND UPPER CABINETS, SEE 4/A5.1
FIRE EXTINGUISHER CABINET W/ 2A-10-BC FIRE EXTINGUISHER. MOUNT CENTER OF
CABINET DOOR HANDLE @ 4'-0" A.F.F. SEE 8/A9.2
DIVISION 12: FURNISHINGS
DIVISION 10: SPECIALTIES
DIVISION 13: SPECIAL CONSTRUCTION
12.01
10.01
TRACTION ELEVATOR SEE SHEET A4.4, SEE SPECS.
DIVISION 14: CONVEYING
14.01
DIVISION 15: MECHANICAL
DIVISION 16: ELECTRICAL
7.10 FUSED BAMBOO 1x6 SHIPLAP SIDING, T&G EDGE MATCHED
7.11 CORTEN STEEL SIDING- FLAT PROFILE 22 GA, 18" WIDE PANELS W/ 1" RIB HEIGHT
7.12 CORTEN STEEL PARAPET CAP FLASHING, SEE 17 - 19/ A9.4, SIM.
8.02 3'-6" HIGH 5/8 " TEMPERED GLASS GUARDRIAL MOUNTED ON S.S. STANDOFF.
STAIR UNIT 112. SEE 1/A4.2
INTERIOR EXIT STAIRWAY #1 & 2. SEE 1&8 /A4.1
INTERIOR EXIT STAIRWAY #3. SEE 12/A4.2
INTERIOR EXIT STAIRWAY #4. SEE 1/A4.2
5.06
6.01
6.02
6.03
6.04
DROP CEILING @ COMMON HALLWAY @ 8'-0" A.F.F. SEE 5/A3.2
DROP CEILING @ UNIT HALLWAY @ 8'-0" A.F.F.
DROP CEILING @ UNIT BATHROOM @ 7'-0" A.F.F.
VERTICAL AIR DUCT FUR CONSTRUCTION SEE 5&6 /A9.5
6.04 HORIZONTAL AIR DUCT FUR CONSTRUCTION SEE 7&8 /A9.5
6.05 PLYWOOD CRICKET TO SLOPE TO DRAIN @ 1/ 4": 1'-0" MIN. SEE WR1 &2/A9.1
8.03 5/8 " TEMPERED GLASS FRAMELESS DOOR AND SIDE PANEL
TYPICAL KITCHEN MIRRORED W/ BASE AND UPPER CABINETS, SEE 4/A5.112.02
MINIMUM 5% OF THE BEDS IN THE ACCESSIBLE UNITS SHALL BE ACCESSIBLE WITH A
CLEAR FLOOR SPACE ON EACH SIDE OF THE BED. ACCESSIBLE BEDS ARE REQUIRED TO
BE OPEN FRAME
12.03
8.04 5/8 " TEMPERED GLASS FRAMELESS PARTITION
GALV. METAL LADDER5.09
6.06 CORRUGATED CLEAR POLYCARBONATE PARTITION SEE 4/A4.5
9.01 ---
9.02 ---
9.03 ---
9.04 ART MESH COVERING
ELECTRICAL METERS AND SERVICE16.08
LO 100-2
D.02
9.02 9.01
9.03
P101-1
B.07A
P201-1
B.08A
P209-2
B.04
P102-3
B.03
302-1
B.08A
301-1
B.08
9.02
356-2
B.04
402-1
B.08A
401-1
B.08
456-2
B.04
502-1
B.08A
501-1
B.08
556-2
B.04
602-1
B.08A
601-1
B.08
656-2
B.04
P102-2
B.05
P102-1
A.01
P101-3
A.01
P209-1
A.01
P201-3
A.01
356-1
A.01
301-3
A.01
456-1
A.01
401-3
A.01
556-1
A.01
501-3
A.01
656-1
A.01
601-3
A.01
9.02 9.02 9.02
9.03
9.03
9.03
5.07
P101-2
B.05A
P201-2
B.05A
P301-2
B.05A
P401-2
B.05A
P501-2
B.05A
P601-2
B.05A
6.06TYP.
5.07 TYP.
7.05 7.05 7.05 7.05
LO 100-1
D.01B
P701-2
B.05A
756-1
A.01
701-3
A.01
756-2
B.04
702-1
B.08A
701-1
B.08
9.02
321-1
B.05A
322-1
B.05
GA2-7
A.08
GA2-9
A.08
16.08 9.03 9.03 9.03 9.03
321-2
A.04
GA2-8
A.06
9.02
P218-2
B.08
P103-2
B.07
P218-1
A.08
GA1-30
B.06
GA2-10
A.08
GA1-25
A.07
GA2-11
A.08
GA1-26
A.07
GA2-12
A.08
GA1-27
A.07
GA2-13
A.08
GA1-28
A.07
GA2-14
A.08
GA1-29
A.07
GA2-15
A.08
324-1
B.05A
326-1
B.05
328-1
B.05A
330-1
B.05
332-1
B.05A
333-1
B.05
333-2
B.05A
334-1
B.08
421-1
B.05A
422-1
B.05
421-2
A.04
424-1
B.05A
426-1
B.05
428-1
B.05A
430-1
B.05
432-1
B.05A
433-1
B.05
433-2
B.05A
434-1
B.08
521-1
B.05A
522-1
B.05
521-2
A.04
524-1
B.05A
526-1
B.05
528-1
B.05A
530-1
B.05
532-1
B.05A
533-1
B.05
533-2
B.05A
534-1
B.08
621-1
B.05A
622-1
B.05
621-2
A.04
624-1
B.05A
626-1
B.05
628-1
B.05A
630-1
B.05
632-1
B.05A
633-1
B.05
633-2
B.05A
634-1
B.08
7.05
5.07TYP.
16.08
9.01
9.01
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9'
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3'
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8'
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6
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1'
-
0
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1'
-
3
1 4"
9'
-
6
"
DRAWING NO.
PROJECT NO:
SCALE:
DRAWN BY:
DATE:
SHEET TITLE:
E:\ONEDRIVE\DOCUMENTS\SMH\PROJECTS\SALT LAKE CITY\269 BROOKLYN\DRAWINGS\SCHEMATIC DESIGN\GENERAL ARCHITECTURE\OFFICEXTEND\1050-ELEVATION 2020-08-04.DWG PLOTTED ON 2/10/2021 11:49 AM
These drawings and
specifications and the
concepts embodied in
them are the original
unpublished work of
SMH BUILDERS Inc and
may not be disclosed or
duplicated without
written consent of SMH
BUILDERS Inc whether
the project for which they
were made is executed
or not unless otherwise
agreed by contract.
Licensed Stamp
SMH
NO.
RELEASES AND
REVISIONS DATE
59
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ZZÄÄÄ
ZZÄÄÄ
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617-1
B.08
517-1
B.08
417-1
B.08
317-1
B.08
613-1
B.08
513-1
B.08
413-1
B.08
313-1
B.08
615-1
B.08A
515-1
B.08A
415-1
B.08A
315-1
B.08A
609-1
B.08
509-1
B.08
409-1
B.08
309-1
B.08
611-1
B.08A
511-1
B.08A
411-1
B.08A
311-1
B.08A
605-1
B.08
505-1
B.08
505-1
B.08
305-1
B.08
607-1
B.08A
507-1
B.08A
407-1
B.08A
307-1
B.08A
xx.01 xx.02 xx.01 xx.01xx.02 xx.01 xx.01
655-2
B.08A
555-2
B.08A
455-2
B.08A
355-2
B.08A
653-2
B.05
553-2
B.05
453-2
B.05
353-2
B.05
655-1
A.01
555-1
A.01
455-1
A.01
355-1
A.01
xx.01 xx.02 xx.02 xx.02 xx.02 xx.02xx.01 xx.01 xx.01 xx.01 xx.01 xx.01 xx.01 xx.01
653-1
B.04A
553-1
B.04A
453-1
B.04A
353-1
B.04A
649-1
B.08
651-1
B.08A
645-1
B.08
647-1
B.08A
641-1
B.08
643-1
B.08A
639-1
B.04A
549-1
B.08
551-1
B.08A
545-1
B.08
547-1
B.08A
541-1
B.08
543-1
B.08A
539-1
B.04A
449-1
B.08
451-1
B.08A
445-1
B.08
447-1
B.08A
441-1
B.08
443-1
B.08A
439-1
B.04A
349-1
B.08
351-1
B.08A
345-1
B.08
347-1
B.08A
341-1
B.08
343-1
B.08A
339-1
B.04A
631-1
B.04A
531-1
B.04A
431-1
B.04A
331-1
B.04A
629-2
B.04
529-2
B.04
429-2
B.04
329-2
B.04
627-1
B.08
629-2
B.08A
527-1
B.08
529-1
B.08A
427-1
B.08
429-1
B.08A
327-1
B.08
329-1
B.08A
623-1
B.08
625-1
B.08A
523-1
B.08
525-1
B.08A
423-1
B.08
425-1
B.08A
B.02
325-1
B.08A
323-1
B.02A
6.06TYP.
5.07TYP.
7.05 7.05 7.05 7.05
7.05 7.05 7.05 7.05 7.05 7.05
5.07TYP.5.07TYP.
5.07TYP.5.07TYP.5.07TYP.5.07 TYP.
6.06TYP.6.06TYP.
717-1
B.08
713-1
B.08
715-1
B.08A
709-1
B.08
711-1
B.08A
705-1
B.08
707-1
B.08A
755-2
B.08A
753-2
B.05
755-1
A.01
753-1
B.04A
749-1
B.08
751-1
B.08A
745-1
B.08
747-1
B.08A
741-1
B.08
743-1
B.08A
739-1
B.04A
731-1
B.04A
729-2
B.04
727-1
B.08
729-2
B.08A
723-1
B.08
725-1
B.08A

www.intertek.com/building

APPENDIX B  
Boring Logs 

Project No. Date Figure
USCS NETHOD OF SOIL CLASIFICATION
Soil Borings
B-1 to B-11
Monitoring Wells
MW-1 to MW-5
September 2020
0.3
1.1
9.0
12.0
12.5
13.5
14.4
15.0
B-1 @ 11.5', 09:05
B-1 MW, 8/19/20, 14:48
FILL - ASPHALT
FILL - SILT W/GRAVEL
SILT (ML), dark brown, moist, medium stiff
SILT WITH CLAY (ML), dark brown, moist to wet, medium stiff
CLAY (CL), light brown, wet, medium stiff
SILTY CLAY (CL-ML), brown, wet, medium stiff
SILT W/ CLAY & FINE SAND (ML), gray, wet, medium stiff
CLAY (CL), gray, wet, medium stiff
Boring Terminated at 15 Feet
GW
SS
0.0
0.1
0.3
0.2
0.0
0.0
0.0
0.0
0.0
0.0
3.0
8.5
2.0
0.0
0.0
Flush Mount &
Concrete
Bentonite Seal
1'-3'
2" PVC Blank
0'-5'
10-20 Silica
Sand Pack
3'-15'
2" Slotted
(0.010) PVC
Screen 5'-15'
LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock
types; in-situ these transitions may be gradual or may occur at different depths than shown.
GR
A
P
H
I
C

L
O
G
See Exhibit A-2
TH
I
S

B
O
R
I
N
G

L
O
G

I
S

N
O
T

V
A
L
I
D

I
F

S
E
P
A
R
A
T
E
D

F
R
O
M

O
R
I
G
I
N
A
L

R
E
P
O
R
T
.

E
N
V
I
R
O
N
M
E
N
T
A
L

S
M
A
R
T

L
O
G

6
1
2
0
7
2
6
8

S
L

C
H
R
O
M
E

L
S
I
T

B
H
-
M
W

G
I
N
T

8
-
1
8
-
2
0

M
L
.
G
P
J

T
E
R
R
A
C
O
N
_
D
A
T
A
T
E
M
P
L
A
T
E
.
G
D
T

8
/
2
5
/
2
0
255 S. Brooklyn Ave
Salt Lake City, Utah
SITE:
Page 1 of 1
Advancement Method:
Direct Push
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61207268
Drill Rig: Geoprobe
Well Started: 08-17-2020
WELL LOG NO. B-1 MW
SMH Builders Inc.
Driller: DPS
Well Completed: 08-17-2020
Exhibit:
CLIENT:
6949 S High Tech Dr Ste 100
Midvale, UT
PROJECT: SL Chrome LSI
C-1
MATERIAL DESCRIPTION
Sa
m
p
l
e
PI
D

(
p
p
m
)
DE
P
T
H

(
f
t
)
5
10
15
WA
T
E
R

L
E
V
E
L
OB
S
E
R
V
A
T
I
O
N
S
SA
M
P
L
E

T
Y
P
E
Well Completion:
INSTALLATION DETAILS
GW Encountered While Drilling
WATER LEVEL OBSERVATIONS
50
5
90
RE
C
O
V
E
R
Y

(
%
)
0.3
2.5
5.6
8.0
9.2
13.7
15.0
B-2 @ 6.5', 12:15
B-2 MW, 8/19/20, 11:50
FILL - ASPHALT
FILL - SILT W/GRAVEL
SILT (ML), brown, moist, medium stiff
SILT WITH CLAY (ML), gray brown, moist to wet, soft to medium stiff
SILT WITH SAND (ML), brown, wet, medium stiff
SILTY CLAY (CL-ML), light gray brown, wet, medium stiff, with thin layers of fine
sand & silt
CLAY (CL), gray, wet, medium stiff
Boring Terminated at 15 Feet
SS
GW
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.3
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Flush Mount &
Concrete
Bentonite Seal
1'-3'
2" PVC Blank
0'-5'
10-20 Silica
Sand Pack
3'-15'
2" Slotted
(0.010) PVC
Screen 5'-15'
LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock
types; in-situ these transitions may be gradual or may occur at different depths than shown.
GR
A
P
H
I
C

L
O
G
See Exhibit A-2
TH
I
S

B
O
R
I
N
G

L
O
G

I
S

N
O
T

V
A
L
I
D

I
F

S
E
P
A
R
A
T
E
D

F
R
O
M

O
R
I
G
I
N
A
L

R
E
P
O
R
T
.

E
N
V
I
R
O
N
M
E
N
T
A
L

S
M
A
R
T

L
O
G

6
1
2
0
7
2
6
8

S
L

C
H
R
O
M
E

L
S
I
T

B
H
-
M
W

G
I
N
T

8
-
1
8
-
2
0

M
L
.
G
P
J

T
E
R
R
A
C
O
N
_
D
A
T
A
T
E
M
P
L
A
T
E
.
G
D
T

8
/
2
5
/
2
0
255 S. Brooklyn Ave
Salt Lake City, Utah
SITE:
Page 1 of 1
Advancement Method:
Direct Push
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61207268
Drill Rig: Geoprobe
Well Started: 08-17-2020
WELL LOG NO. B-2 MW
SMH Builders Inc.
Driller: DPS
Well Completed: 08-17-2020
Exhibit:
CLIENT:
6949 S High Tech Dr Ste 100
Midvale, UT
PROJECT: SL Chrome LSI
C-2
MATERIAL DESCRIPTION
Sa
m
p
l
e
PI
D

(
p
p
m
)
DE
P
T
H

(
f
t
)
5
10
15
WA
T
E
R

L
E
V
E
L
OB
S
E
R
V
A
T
I
O
N
S
SA
M
P
L
E

T
Y
P
E
Well Completion:
INSTALLATION DETAILS
GW Encountered While Drilling
WATER LEVEL OBSERVATIONS
60
90
85
RE
C
O
V
E
R
Y

(
%
)
0.3
0.8
2.5
5.4
7.6
10.0
11.9
13.8
15.0
B-3 @ 0-1', 10:20
B-3 @ 1-3', 10:22
B-3 @ 3-5', 10:24
B-3 MW, 8/19/20, 10:45
FILL - GRAVEL
FILL - SILT W/GRAVEL
SILT (ML), brown, moist, medium stiff
SANDY SILT (ML), light brown, slight moist, medium stiff
SILT (ML), dark brown, moist, medium stiff
CLAYEY SILT (ML), dark brown, moist, soft to medium stiff
SILTY CLAY (CL-ML), bluish gray, wet, medium stiff
SILTY SAND (SM), gray, wet, medium dense
CLAY (CL), gray, wet, medium stiff
Boring Terminated at 15 Feet
SS
SS
SS
GW
0.1
0.3
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Flush Mount &
Concrete
Bentonite Seal
1'-3'
2" PVC Blank
0'-5'
10-20 Silica
Sand Pack
3'-15'
2" Slotted
(0.010) PVC
Screen 5'-15'
LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock
types; in-situ these transitions may be gradual or may occur at different depths than shown.
GR
A
P
H
I
C

L
O
G
See Exhibit A-2
TH
I
S

B
O
R
I
N
G

L
O
G

I
S

N
O
T

V
A
L
I
D

I
F

S
E
P
A
R
A
T
E
D

F
R
O
M

O
R
I
G
I
N
A
L

R
E
P
O
R
T
.

E
N
V
I
R
O
N
M
E
N
T
A
L

S
M
A
R
T

L
O
G

6
1
2
0
7
2
6
8

S
L

C
H
R
O
M
E

L
S
I
T

B
H
-
M
W

G
I
N
T

8
-
1
8
-
2
0

M
L
.
G
P
J

T
E
R
R
A
C
O
N
_
D
A
T
A
T
E
M
P
L
A
T
E
.
G
D
T

8
/
2
5
/
2
0
255 S. Brooklyn Ave
Salt Lake City, Utah
SITE:
Page 1 of 1
Advancement Method:
Direct Push
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61207268
Drill Rig: Geoprobe
Well Started: 08-17-2020
WELL LOG NO. B-3 MW
SMH Builders Inc.
Driller: DPS
Well Completed: 08-17-2020
Exhibit:
CLIENT:
6949 S High Tech Dr Ste 100
Midvale, UT
PROJECT: SL Chrome LSI
C-3
MATERIAL DESCRIPTION
Sa
m
p
l
e
PI
D

(
p
p
m
)
DE
P
T
H

(
f
t
)
5
10
15
WA
T
E
R

L
E
V
E
L
OB
S
E
R
V
A
T
I
O
N
S
SA
M
P
L
E

T
Y
P
E
Well Completion:
INSTALLATION DETAILS
GW Encountered While Drilling
WATER LEVEL OBSERVATIONS
80
50
60
RE
C
O
V
E
R
Y

(
%
)
0.5
1.0
2.5
4.5
5.0
B-4 @ 0-1', 11:00
B-4 @ 1-3', 11:02
B-4 @ 3-5', 11:04
FILL - GRAVEL
FILL - SILTY GRAVEL
SILT (ML), brown, moist, medium stiff
SANDY SILT (ML), brown, moist, medium stiff
SILT (ML), dark brown, moist, medium stiff
Boring Terminated at 5 Feet
SS
SS
SS
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock
types; in-situ these transitions may be gradual or may occur at different depths than shown.
GR
A
P
H
I
C

L
O
G
See Exhibit A-2
TH
I
S

B
O
R
I
N
G

L
O
G

I
S

N
O
T

V
A
L
I
D

I
F

S
E
P
A
R
A
T
E
D

F
R
O
M

O
R
I
G
I
N
A
L

R
E
P
O
R
T
.

E
N
V
I
R
O
N
M
E
N
T
A
L

S
M
A
R
T

L
O
G

6
1
2
0
7
2
6
8

S
L

C
H
R
O
M
E

L
S
I
T

B
H
-
M
W

G
I
N
T

8
-
1
8
-
2
0

M
L
.
G
P
J

T
E
R
R
A
C
O
N
_
D
A
T
A
T
E
M
P
L
A
T
E
.
G
D
T

8
/
2
5
/
2
0
255 S. Brooklyn Ave
Salt Lake City, Utah
SITE:
Page 1 of 1
Advancement Method:
Direct Push
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61207268
Drill Rig: Geoprobe
Boring Started: 08-17-2020
BORING LOG NO. B-4
SMH Builders Inc.
Driller: DPS
Boring Completed: 08-17-2020
Exhibit:
CLIENT:
6949 S High Tech Dr Ste 100
Midvale, UT
PROJECT: SL Chrome LSI
C-4
MATERIAL DESCRIPTION
Sa
m
p
l
e
PI
D

(
p
p
m
)
DE
P
T
H

(
f
t
)
5
WA
T
E
R

L
E
V
E
L
OB
S
E
R
V
A
T
I
O
N
S
SA
M
P
L
E

T
Y
P
E
GW Not Encountered
WATER LEVEL OBSERVATIONS
80
RE
C
O
V
E
R
Y

(
%
)
0.4
1.5
3.7
5.0
10.0
13.0
14.3
15.0
B-5 @ 0-1', 12:50
B-5 @ 1-3', 13:00
B-5 @ 3-5', 13:02
B-5 @ 5', 13:10
B-5 MW, 8/19/20, 13:10
FILL - GRAVEL
FILL - SILT W/GRAVEL
FILL - SILT W/GRAVEL
SILT (ML), brown, moist, medium stiff
SILT (ML), brown, moist, medium stiff,
- 5 TO 10': low recovery
SILT WITH W/CLAY (ML), dark brown, wet, soft
CLAY (CL), gray, wet, medium stiff
SILTY CLAY (CL-ML), dark brown, wet, soft
Boring Terminated at 15 Feet
SS
SS
SS
SS
GW
0.0
0.1
0.3
0.2
0.0
0.2
0.0
0.0
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Flush Mount &
Concrete
Bentonite Seal
1'-3'
2" PVC Blank
0'-5'
10-20 Silica
Sand Pack
3'-15'
2" Slotted
(0.010) PVC
Screen 5'-15'
LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock
types; in-situ these transitions may be gradual or may occur at different depths than shown.
GR
A
P
H
I
C

L
O
G
See Exhibit A-2
TH
I
S

B
O
R
I
N
G

L
O
G

I
S

N
O
T

V
A
L
I
D

I
F

S
E
P
A
R
A
T
E
D

F
R
O
M

O
R
I
G
I
N
A
L

R
E
P
O
R
T
.

E
N
V
I
R
O
N
M
E
N
T
A
L

S
M
A
R
T

L
O
G

6
1
2
0
7
2
6
8

S
L

C
H
R
O
M
E

L
S
I
T

B
H
-
M
W

G
I
N
T

8
-
1
8
-
2
0

M
L
.
G
P
J

T
E
R
R
A
C
O
N
_
D
A
T
A
T
E
M
P
L
A
T
E
.
G
D
T

8
/
2
5
/
2
0
255 S. Brooklyn Ave
Salt Lake City, Utah
SITE:
Page 1 of 1
Advancement Method:
Direct Push
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61207268
Drill Rig: Geoprobe
Well Started: 08-17-2020
WELL LOG NO. B-5 MW
SMH Builders Inc.
Driller: DPS
Well Completed: 08-17-2020
Exhibit:
CLIENT:
6949 S High Tech Dr Ste 100
Midvale, UT
PROJECT: SL Chrome LSI
C-5
MATERIAL DESCRIPTION
Sa
m
p
l
e
PI
D

(
p
p
m
)
DE
P
T
H

(
f
t
)
5
10
15
WA
T
E
R

L
E
V
E
L
OB
S
E
R
V
A
T
I
O
N
S
SA
M
P
L
E

T
Y
P
E
Well Completion:
INSTALLATION DETAILS
GW Encountered While Drilling
WATER LEVEL OBSERVATIONS
90
5
100
RE
C
O
V
E
R
Y

(
%
)
0.3
1.4
8.6
9.6
10.4
12.0
13.6
15.0
B-6 @ 6.5', 13:50
B-6 MW, 8/19/20, 14:18
FILL - ASPHALT
FILL - SILTY GRAVEL
SILT (ML), brown, moist, medium stiff
SILT WITH CLAY (ML), dark brown, moist, medium stiff
CLAY (CL), gray brown, wet, medium stiff
CLAYEY SILT (ML), gray, wet, soft to medium stiff, with fine sand
CLAY (CL), gray, wet, medium stiff
CLAYEY SILT (ML), gray, wet, soft to medium stiff, with fine sand
Boring Terminated at 15 Feet
SS
GW
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Flush Mount &
Concrete
Bentonite Seal
1'-3'
2" PVC Blank
0'-5'
10-20 Silica
Sand Pack
3'-15'
2" Slotted
(0.010) PVC
Screen 5'-15'
LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock
types; in-situ these transitions may be gradual or may occur at different depths than shown.
GR
A
P
H
I
C

L
O
G
See Exhibit A-2
TH
I
S

B
O
R
I
N
G

L
O
G

I
S

N
O
T

V
A
L
I
D

I
F

S
E
P
A
R
A
T
E
D

F
R
O
M

O
R
I
G
I
N
A
L

R
E
P
O
R
T
.

E
N
V
I
R
O
N
M
E
N
T
A
L

S
M
A
R
T

L
O
G

6
1
2
0
7
2
6
8

S
L

C
H
R
O
M
E

L
S
I
T

B
H
-
M
W

G
I
N
T

8
-
1
8
-
2
0

M
L
.
G
P
J

T
E
R
R
A
C
O
N
_
D
A
T
A
T
E
M
P
L
A
T
E
.
G
D
T

8
/
2
5
/
2
0
255 S. Brooklyn Ave
Salt Lake City, Utah
SITE:
Page 1 of 1
Advancement Method:
Direct Push
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61207268
Drill Rig: Geoprobe
Well Started: 08-17-2020
WELL LOG NO. B-6 MW
SMH Builders Inc.
Driller: DPS
Well Completed: 08-17-2020
Exhibit:
CLIENT:
6949 S High Tech Dr Ste 100
Midvale, UT
PROJECT: SL Chrome LSI
C-6
MATERIAL DESCRIPTION
Sa
m
p
l
e
PI
D

(
p
p
m
)
DE
P
T
H

(
f
t
)
5
10
15
WA
T
E
R

L
E
V
E
L
OB
S
E
R
V
A
T
I
O
N
S
SA
M
P
L
E

T
Y
P
E
Well Completion:
INSTALLATION DETAILS
GW Encountered While Drilling
WATER LEVEL OBSERVATIONS
60
85
70
RE
C
O
V
E
R
Y

(
%
)
0.5
1.3
2.9
5.4
7.5
10.0
15.0
B-7 @ 1.5', 15:22
B-7 @ 7', 15:26
B-7 GW, 17:17
FILL - CONCRETE
FILL - SILTY GRAVEL
FILL - SILT WITH GRAVEL
SILT (ML), brown, moist, medium stiff
SILT W/CLAY (ML), dark brown gray, moist, medium stiff
SILTY CLAY (CL-ML), gray, wet, soft to medium stiff
SILT/CLAY, 10' to 15'- No Recovery
Boring Terminated at 15 Feet
SS
GW
0.1
0.3
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock
types; in-situ these transitions may be gradual or may occur at different depths than shown.
GR
A
P
H
I
C

L
O
G
See Exhibit A-2
TH
I
S

B
O
R
I
N
G

L
O
G

I
S

N
O
T

V
A
L
I
D

I
F

S
E
P
A
R
A
T
E
D

F
R
O
M

O
R
I
G
I
N
A
L

R
E
P
O
R
T
.

E
N
V
I
R
O
N
M
E
N
T
A
L

S
M
A
R
T

L
O
G

6
1
2
0
7
2
6
8

S
L

C
H
R
O
M
E

L
S
I
T

B
H
-
M
W

G
I
N
T

8
-
1
8
-
2
0

M
L
.
G
P
J

T
E
R
R
A
C
O
N
_
D
A
T
A
T
E
M
P
L
A
T
E
.
G
D
T

8
/
2
5
/
2
0
255 S. Brooklyn Ave
Salt Lake City, Utah
SITE:
Page 1 of 1
Advancement Method:
Direct Push
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61207268
Drill Rig: Geoprobe
Boring Started: 08-18-2020
BORING LOG NO. B-7
SMH Builders Inc.
Driller: DPS
Boring Completed: 08-18-2020
Exhibit:
CLIENT:
6949 S High Tech Dr Ste 100
Midvale, UT
PROJECT: SL Chrome LSI
C-7
MATERIAL DESCRIPTION
Sa
m
p
l
e
PI
D

(
p
p
m
)
DE
P
T
H

(
f
t
)
5
10
15
WA
T
E
R

L
E
V
E
L
OB
S
E
R
V
A
T
I
O
N
S
SA
M
P
L
E

T
Y
P
E
GW Encountered While Drilling
WATER LEVEL OBSERVATIONS
50
80
0
RE
C
O
V
E
R
Y

(
%
)
0.5
1.3
6.6
10.2
11.3
12.8
15.0
B-8 @ 2', 09:55
B-8 @ 8', 10:05
B-8 GW, 11:50
FILL - CONCRETE
FILL - SILTY GRAVEL
SILT (ML), brown, moist, medium stiff
SILT (ML), dark gray, moist, medium stiff
CLAY (CL), dark gray, wet, soft
SILT WITH FINE SAND (ML), brown, wet, soft
CLAYEY SILT (ML), light gray, wet, medium stiff
Boring Terminated at 15 Feet
SS
SS
GW
0.0
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock
types; in-situ these transitions may be gradual or may occur at different depths than shown.
GR
A
P
H
I
C

L
O
G
See Exhibit A-2
TH
I
S

B
O
R
I
N
G

L
O
G

I
S

N
O
T

V
A
L
I
D

I
F

S
E
P
A
R
A
T
E
D

F
R
O
M

O
R
I
G
I
N
A
L

R
E
P
O
R
T
.

E
N
V
I
R
O
N
M
E
N
T
A
L

S
M
A
R
T

L
O
G

6
1
2
0
7
2
6
8

S
L

C
H
R
O
M
E

L
S
I
T

B
H
-
M
W

G
I
N
T

8
-
1
8
-
2
0

M
L
.
G
P
J

T
E
R
R
A
C
O
N
_
D
A
T
A
T
E
M
P
L
A
T
E
.
G
D
T

8
/
2
5
/
2
0
255 S. Brooklyn Ave
Salt Lake City, Utah
SITE:
Page 1 of 1
Advancement Method:
Direct Push
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61207268
Drill Rig: Geoprobe
Boring Started: 08-18-2020
BORING LOG NO. B-8
SMH Builders Inc.
Driller: DPS
Boring Completed: 08-18-2020
Exhibit:
CLIENT:
6949 S High Tech Dr Ste 100
Midvale, UT
PROJECT: SL Chrome LSI
C-8
MATERIAL DESCRIPTION
Sa
m
p
l
e
PI
D

(
p
p
m
)
DE
P
T
H

(
f
t
)
5
10
15
WA
T
E
R

L
E
V
E
L
OB
S
E
R
V
A
T
I
O
N
S
SA
M
P
L
E

T
Y
P
E
GW Encountered While Drilling
WATER LEVEL OBSERVATIONS
60
60
60
RE
C
O
V
E
R
Y

(
%
)
0.5
1.0
4.5
9.3
12.0
15.0
B-9 @ 1.5', 10:50
B-9 @ 8', 11:02
B-9 GW, 12:21
FILL - CONCRETE
FILL - SILTY GRAVEL
SILT (ML), brown, moist, medium stiff
SILT WITH CLAY (ML), gray, moist, soft to medium stiff
SILT WITH MINOR CLAY (ML), light brown, wet, soft to medium stiff
SILTY CLAY (CL-ML), gray, wet, medium stiff
Boring Terminated at 15 Feet
SS
SS
GW
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock
types; in-situ these transitions may be gradual or may occur at different depths than shown.
GR
A
P
H
I
C

L
O
G
See Exhibit A-2
TH
I
S

B
O
R
I
N
G

L
O
G

I
S

N
O
T

V
A
L
I
D

I
F

S
E
P
A
R
A
T
E
D

F
R
O
M

O
R
I
G
I
N
A
L

R
E
P
O
R
T
.

E
N
V
I
R
O
N
M
E
N
T
A
L

S
M
A
R
T

L
O
G

6
1
2
0
7
2
6
8

S
L

C
H
R
O
M
E

L
S
I
T

B
H
-
M
W

G
I
N
T

8
-
1
8
-
2
0

M
L
.
G
P
J

T
E
R
R
A
C
O
N
_
D
A
T
A
T
E
M
P
L
A
T
E
.
G
D
T

8
/
2
5
/
2
0
255 S. Brooklyn Ave
Salt Lake City, Utah
SITE:
Page 1 of 1
Advancement Method:
Direct Push
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61207268
Drill Rig: Geoprobe
Boring Started: 08-18-2020
BORING LOG NO. B-9
SMH Builders Inc.
Driller: DPS
Boring Completed: 08-18-2020
Exhibit:
CLIENT:
6949 S High Tech Dr Ste 100
Midvale, UT
PROJECT: SL Chrome LSI
C-9
MATERIAL DESCRIPTION
Sa
m
p
l
e
PI
D

(
p
p
m
)
DE
P
T
H

(
f
t
)
5
10
15
WA
T
E
R

L
E
V
E
L
OB
S
E
R
V
A
T
I
O
N
S
SA
M
P
L
E

T
Y
P
E
GW Encountered While Drilling
WATER LEVEL OBSERVATIONS
40
90
90
RE
C
O
V
E
R
Y

(
%
)
0.4
1.0
2.5
6.7
10.5
11.7
15.0
B-10 @ 2', 13:14
B-10 @ 7', 13:18
B-10 GW, 13:35
FILL - CONCRETE
FILL - SILTY GRAVEL
FILL - SILT WITH GRAVEL
SILT (ML), brown, moist, medium stiff
SILT WITH CLAY (ML), dark brown, moist to wet, soft to medium stiff
CLAY (CL), dark brown, wet, soft
SILTY CLAY (CL-ML), gray, wet, medium stiff, with fine sand
Boring Terminated at 15 Feet
SS
SS
GW
0.0
0.0
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock
types; in-situ these transitions may be gradual or may occur at different depths than shown.
GR
A
P
H
I
C

L
O
G
See Exhibit A-2
TH
I
S

B
O
R
I
N
G

L
O
G

I
S

N
O
T

V
A
L
I
D

I
F

S
E
P
A
R
A
T
E
D

F
R
O
M

O
R
I
G
I
N
A
L

R
E
P
O
R
T
.

E
N
V
I
R
O
N
M
E
N
T
A
L

S
M
A
R
T

L
O
G

6
1
2
0
7
2
6
8

S
L

C
H
R
O
M
E

L
S
I
T

B
H
-
M
W

G
I
N
T

8
-
1
8
-
2
0

M
L
.
G
P
J

T
E
R
R
A
C
O
N
_
D
A
T
A
T
E
M
P
L
A
T
E
.
G
D
T

8
/
2
5
/
2
0
255 S. Brooklyn Ave
Salt Lake City, Utah
SITE:
Page 1 of 1
Advancement Method:
Direct Push
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61207268
Drill Rig: Geoprobe
Boring Started: 08-18-2020
BORING LOG NO. B-10
SMH Builders Inc.
Driller: DPS
Boring Completed: 08-18-2020
Exhibit:
CLIENT:
6949 S High Tech Dr Ste 100
Midvale, UT
PROJECT: SL Chrome LSI
C-10
MATERIAL DESCRIPTION
Sa
m
p
l
e
PI
D

(
p
p
m
)
DE
P
T
H

(
f
t
)
5
10
15
WA
T
E
R

L
E
V
E
L
OB
S
E
R
V
A
T
I
O
N
S
SA
M
P
L
E

T
Y
P
E
GW Encountered While Drilling
WATER LEVEL OBSERVATIONS
70
50
80
RE
C
O
V
E
R
Y

(
%
)
0.4
1.3
2.8
6.5
9.3
10.3
12.6
14.5
15.0
B-11 @ 1.5', 13:56
B-11 @ 8.5', 14:00
B-11 GW, 14:40
FILL - CONCRETE
FILL - SILTY GRAVEL
FILL - SILT WITH GRAVEL
SILT (ML), brown, moist, medium stiff
SILT WITH CLAY (ML), dark gray brown, moist, medium stiff
SILT WITH SAND (ML), brown, wet, very soft
CLAYEY SILT (ML), brown, wet, soft
CLAY (CL), gray, wet, soft to medium stiff
CLAYEY SILT W/FINE SAND (ML), gray, wet, stiff
Boring Terminated at 15 Feet
SS
SS
GW
0.0
0.3
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock
types; in-situ these transitions may be gradual or may occur at different depths than shown.
GR
A
P
H
I
C

L
O
G
See Exhibit A-2
TH
I
S

B
O
R
I
N
G

L
O
G

I
S

N
O
T

V
A
L
I
D

I
F

S
E
P
A
R
A
T
E
D

F
R
O
M

O
R
I
G
I
N
A
L

R
E
P
O
R
T
.

E
N
V
I
R
O
N
M
E
N
T
A
L

S
M
A
R
T

L
O
G

6
1
2
0
7
2
6
8

S
L

C
H
R
O
M
E

L
S
I
T

B
H
-
M
W

G
I
N
T

8
-
1
8
-
2
0

M
L
.
G
P
J

T
E
R
R
A
C
O
N
_
D
A
T
A
T
E
M
P
L
A
T
E
.
G
D
T

8
/
2
5
/
2
0
255 S. Brooklyn Ave
Salt Lake City, Utah
SITE:
Page 1 of 1
Advancement Method:
Direct Push
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61207268
Drill Rig: Geoprobe
Boring Started: 08-18-2020
BORING LOG NO. B-11
SMH Builders Inc.
Driller: DPS
Boring Completed: 08-18-2020
Exhibit:
CLIENT:
6949 S High Tech Dr Ste 100
Midvale, UT
PROJECT: SL Chrome LSI
C-11
MATERIAL DESCRIPTION
Sa
m
p
l
e
PI
D

(
p
p
m
)
DE
P
T
H

(
f
t
)
5
10
15
WA
T
E
R

L
E
V
E
L
OB
S
E
R
V
A
T
I
O
N
S
SA
M
P
L
E

T
Y
P
E
GW Encountered While Drilling
WATER LEVEL OBSERVATIONS
50
50
90
RE
C
O
V
E
R
Y

(
%
)
Soil Borings
SB-1 to SB-13
March 2021
Boring / Well No.:SB-1 Start Date & Time: 3/9/2021 840 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/9/2021 850
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: NA
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: Not encountered Static Water: Not encountered
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Asphalt
Scan Headspace
02"0
2" 1 to 50% MC M 0.0
14
45 50.0
to
to
to
to
to
to
Re
c
o
v
e
r
y
Me
t
h
o
d
Mo
i
s
t
u
r
e
Bl
o
w

C
o
u
n
t
SAND AND GRAVEL with Silt (FILL), Dark Brown, Moist
SILT (ML), Dark Brown, Moist
SANDY SILT (ML) with Clay, Brown, Moist
End of Boring at 5 feet. Soil sample collected at (0-1 feet)
PID or FID
Measurements
ASPHALT
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
a
p
h
i
c
s
I.
D
.
In
t
e
r
v
a
l
Boring Log PSI Project No.  02791734
Boring / Well No.:SB-2 Start Date & Time: 3/9/2021 855 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/9/2021 910
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: NA
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: Not encountered Static Water: Not encountered
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Soil
Scan Headspace
01.5 0
1.5 2.5 to 50% MC M 0.0
2.5
5 50.0
to
to
to
to
to
to
Re
c
o
v
e
r
y
Me
t
h
o
d
Mo
i
s
t
u
r
e
Bl
o
w

C
o
u
n
t
SILT (ML), Dark Brown, Moist
SANDY SILT (ML) with Clay, Brown, Moist
End of Boring at 5 feet. Soil sample collected at (0-1 feet)
PID or FID
Measurements
SAND AND GRAVEL with Silt (FILL), pieces of red brick, Dark Brown, Moist
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
a
p
h
i
c
s
I.
D
.
In
t
e
r
v
a
l
Boring Log PSI Project No.  02791734
Boring / Well No.:SB-3 Start Date & Time: 3/9/2021 910 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/9/2021 915
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: NA
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: Not encountered Static Water: Not encountered
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Soil
Scan Headspace
02 0
23 to 60% MC M 0.0
3
5 50.0
to
to
to
to
to
to
Re
c
o
v
e
r
y
Me
t
h
o
d
Mo
i
s
t
u
r
e
Bl
o
w

C
o
u
n
t
SILT (ML), Dark Brown, Moist
SANDY SILT (ML) with Clay, Brown, Moist
End of Boring at 5 feet. Soil sample collected at (0-1 feet)
PID or FID
Measurements
SAND AND GRAVEL with Silt (FILL), Dark Brown, Moist
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
a
p
h
i
c
s
I.
D
.
In
t
e
r
v
a
l
Boring Log PSI Project No.  02791734
Boring / Well No.:SB-4 Start Date & Time: 3/9/2021 920 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/9/2021 930
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: NA
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: Not encountered Static Water: Not encountered
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Soil
Scan Headspace
01 0
11.5 to 60% MC M 0.0
1.5
5 50.0
to
to
to
to
to
to
Re
c
o
v
e
r
y
Me
t
h
o
d
Mo
i
s
t
u
r
e
Bl
o
w

C
o
u
n
t
SILT (ML), Dark Brown, Moist
SANDY SILT (ML) with Clay, Brown, Moist
End of Boring at 5 feet. Soil sample collected at (0-1 feet)
PID or FID
Measurements
SAND AND GRAVEL with Silt (FILL), Dark Brown, Moist
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
a
p
h
i
c
s
I.
D
.
In
t
e
r
v
a
l
Boring Log PSI Project No.  02791734
Boring / Well No.:SB-5 Start Date & Time: 3/9/2021 935 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/9/2021 940
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: NA
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: Not encountered Static Water: Not encountered
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Soil
Scan Headspace
01.5 0
1.5 to 80% MC M 0.0
2 2
to
to
to
to
to
to
Re
c
o
v
e
r
y
Me
t
h
o
d
Mo
i
s
t
u
r
e
Bl
o
w

C
o
u
n
t
SILT (ML), Dark Brown, Moist
End of Boring at 2 feet. Soil sample collected at (0-1 feet)
PID or FID
Measurements
SAND AND GRAVEL with Silt (FILL), Dark Brown, Moist
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
a
p
h
i
c
s
I.
D
.
In
t
e
r
v
a
l
Boring Log PSI Project No.  02791734
Boring / Well No.:SB-6 Start Date & Time: 3/9/2021 950 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/9/2021 955
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: NA
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: Not encountered Static Water: Not encountered
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Soil
Scan Headspace
01 0
1 to 60% MC M 0.0
5 50.0
to
to
to
to
to
to
Re
c
o
v
e
r
y
Me
t
h
o
d
Mo
i
s
t
u
r
e
Bl
o
w

C
o
u
n
t
SILT (ML), Dark Brown, Moist
End of Boring at 5 feet. Soil sample collected at (0-1 feet)
PID or FID
Measurements
SAND AND GRAVEL with Silt (FILL), Dark Brown, Moist
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
a
p
h
i
c
s
I.
D
.
In
t
e
r
v
a
l
Boring Log PSI Project No.  02791734
Boring / Well No.:SB-7 Start Date & Time: 3/9/2021 1310 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/9/2021 1315
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: PSI Drilling Equipment: Hand Auger
Driller: Eric Ross Drilling Method: Hand Auger
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: NA
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: Not encountered Static Water: Not encountered
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Soil
Scan Headspace
0 0
to 100% MC M 0.1
10"
10" 1 10.1
to
to
to
to
to
to
Re
c
o
v
e
r
y
Me
t
h
o
d
Mo
i
s
t
u
r
e
Bl
o
w

C
o
u
n
t
SILT (ML), Dark Brown, Moist
End of Boring at 1 feet. Soil sample collected at (0-1 feet)
PID or FID
Measurements
SAND AND GRAVEL with Silt (FILL), Dark Brown, Moist
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
a
p
h
i
c
s
I.
D
.
In
t
e
r
v
a
l
Boring Log PSI Project No.  02791734
Boring / Well No.:SB-8 Start Date & Time: 3/9/2021 1330 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/9/2021 1340
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: PSI Drilling Equipment: Hand Auger
Driller: Eric Ross Drilling Method: Hand Auger
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: NA
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: Not encountered Static Water: Not encountered
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Soil
Scan Headspace
0 0
to 100% MC M 0.0
10"
10" 1 10.0
to
to
to
to
to
to
Re
c
o
v
e
r
y
Me
t
h
o
d
Mo
i
s
t
u
r
e
Bl
o
w

C
o
u
n
t
SILT (ML), Dark Brown, Moist
End of Boring at 1 feet. Soil sample collected at (0-1 feet)
PID or FID
Measurements
SAND AND GRAVEL with Silt (FILL), Dark Brown, Moist
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
a
p
h
i
c
s
I.
D
.
In
t
e
r
v
a
l
Boring Log PSI Project No.  02791734
Boring / Well No.:SB-9 Start Date & Time: 3/10/2021 845 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/10/2021 855
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: NA
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: Not encountered Static Water: Not encountered
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Soil
Scan Headspace
01.5 0
1.5 to 60% MC M 0.0
3.5
3.5 5 50.0
to
to
to
to
to
to
Re
c
o
v
e
r
y
Me
t
h
o
d
Mo
i
s
t
u
r
e
Bl
o
w

C
o
u
n
t
SILT (ML), Dark Brown, Moist
SANDY SILT (ML) with Clay, Brown, Moist
End of Boring at 5 feet. Soil sample collected at (0-1 feet) and (3 feet)
PID or FID
Measurements
SAND AND GRAVEL with Silt (FILL), Dark Brown, Moist
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
a
p
h
i
c
s
I.
D
.
In
t
e
r
v
a
l
Boring Log PSI Project No.  02791734
Boring / Well No.:SB-10 Start Date & Time: 3/10/2021 900 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/10/2021 908
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: NA
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: 6 feet 11 inches Static Water: Not encountered
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Asphalt
Scan Headspace
02"0
2" 1.5 to 60% MC M 0.0
1.5
40.0
4.5 4
4.5 6.5 to 60% MC M 0.0
6.5 M
7 7W0.0
to
to
to
to
to
wet at 6' 11"
End of Boring at 7 feet. Soil sample collected at (0-1 feet) and (6-7 feet)
CLAYEY SILT (ML), Brown, Moist
Re
c
o
v
e
r
y
Me
t
h
o
d
Mo
i
s
t
u
r
e
Bl
o
w

C
o
u
n
t
SAND AND GRAVEL with Silt (FILL), Dark Brown, Moist
SILT (ML), Dark Brown, Moist
SANDY SILT (ML) with Clay, Brown, Moist
PID or FID
Measurements
ASPHALT
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
a
p
h
i
c
s
I.
D
.
In
t
e
r
v
a
l
Boring Log PSI Project No.  02791734
Boring / Well No.:SB-11 Start Date & Time: 3/10/2021 910 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/10/2021 915
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: NA
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: 6 feet 11 inches Static Water: Not encountered
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Asphalt
Scan Headspace
02"0
2" 1.5 to 80% MC M 0.0
1.5
40.0
4.5 4
4.5 6.5 to 80% MC M 0.0
6.5 M
7 7W0.0
to
to
to
to
to
wet at 6' 11"
End of Boring at 7 feet. Soil sample collected at (0-1 feet) and (6-7 feet)
CLAYEY SILT (ML), Brown, Moist
Re
c
o
v
e
r
y
Me
t
h
o
d
Mo
i
s
t
u
r
e
Bl
o
w

C
o
u
n
t
SAND AND GRAVEL with Silt (FILL), Dark Brown, Moist
SILT (ML), Dark Brown, Moist
SANDY SILT (ML) with Clay, Brown, Moist
PID or FID
Measurements
ASPHALT
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
a
p
h
i
c
s
I.
D
.
In
t
e
r
v
a
l
Boring Log PSI Project No.  02791734
Boring / Well No.:SB-12 Start Date & Time: 3/10/2021 925 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/10/2021 930
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: NA
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: Not encountered Static Water: Not encountered
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Asphalt
Scan Headspace
02"0
2" 1.5 to 60% MC M 0.0
1.5 4.5
4.5 5 50.0
to MC
to
to
to
to
to
Re
c
o
v
e
r
y
Me
t
h
o
d
Mo
i
s
t
u
r
e
Bl
o
w

C
o
u
n
t
SAND AND GRAVEL with Silt (FILL), Dark Brown, Moist
SILT (ML), Dark Brown, Moist
SANDY SILT (ML) with Clay, Brown, Moist
Encountered refusal at 5 feet. Concrete slab.
End of Boring at 5 feet. Soil sample collected at (0-1 feet) and (5 feet)
PID or FID
Measurements
ASPHALT
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
a
p
h
i
c
s
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Boring Log PSI Project No.  02791734
Boring / Well No.:SB-13 Start Date & Time: 3/11/2021 1120 Boring Location / Coordinates:
Logged By: Randy Shallbetter Finish Date & Time: 3/11/2021 1140
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: PSI Drilling Equipment: Hand Auger
Driller: Randy Shallbetter Drilling Method: Hand Auger
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: NA
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: Not encountered Static Water: Not encountered
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Concrete
Scan Headspace
04"0
4"to 100% MC D 0.0
10"
10" 1 10.0
to
to
to
to
to
to
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SAND AND GRAVEL with Silt (FILL), Dark Brown, Dry
SILT (ML), Dark Brown, Dry
End of Boring at 1 feet. Soil sample collected at (0-1 feet)
PID or FID
Measurements
CONCRETE
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
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Boring Log PSI Project No.  02791734
Borings
B-12 to B-26
March 2021
Boring / Well No.:B-12 Start Date & Time: 3/9/2021 1000 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/9/2021 1015
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: peristaltic pump
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: 7.5 feet Static Water: NA
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Soil
Scan Headspace
01 0
1 to 40% MC M 0.0
4.5
4.5 5 5M0.0
5 5M
to 40% MC W 0.0
9 W
910 10 W 0.0
10 10 M
to 40% MC M 0.0
15 15 M 0.0
to
to
to
to
SILTY CLAY (CL) with Sand, Grey, Wet, Soft
CLAY (CL), Blue/Grey, Moist, Medium Stiff
End of Boring at 15 feet. Soil sample collected at (0-1 feet) and (2-3 feet).
Temporary drive point for the collection of a groundwater sample.
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SILT (ML), Dark Brown, Moist
SANDY SILT (ML) with Clay, Brown, Moist
SANDY SILT (ML) with Clay, Brown, Moist
wet at 7.5 feet
PID or FID
Measurements
SAND AND GRAVEL with Silt (FILL), Dark Brown, Moist
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
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Boring Log PSI Project No.  02791734
Boring / Well No.:B-13 Start Date & Time: 3/9/2021 1100 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/9/2021 1113
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: NA
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: Not encountered Static Water: Not encountered
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Asphalt
Scan Headspace
02"0
2" 1 to 50% MC M 0.0
1
5 50.0
55' 4"5
5" 4"to 50% MC M 0.0
7.5 W
7.5 10 10 W 0.0
10 10 W
to 50% MC M 0.0
15 15 M 0.0
to
to
to
to
SANDY CLAY (CL) with Silt, Grey, Wet, Soft
CLAY (CL), Blue/Grey, Moist, Medium Stiff
End of Boring at 15 feet. Soil sample collected at (0-1 feet) and (1-3 feet).
Temporary drive point for the collection of a groundwater sample.
wet at 7.5 feet
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SAND AND GRAVEL with Silt (FILL), Dark Brown, Moist
SILT (ML), Dark Brown, Moist
Fine- to Medium-Grained SAND (SM) with Silt, 4 inches thick, Brown, Moist
SANDY SILT (ML) with Clay, Brown, Moist
PID or FID
Measurements
ASPHALT
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
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Boring Log PSI Project No.  02791734
Boring / Well No.:B-14 Start Date & Time: 3/9/2021 1145 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/9/2021 1200
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: peristaltic pump
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: 7.0 feet Static Water: NA
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Soil
Scan Headspace
08"0
8" 2 to 50% MC M 0.0
2
5 5M0.0
5 5M
to 50% MC W 0.0
9.5 W
9.5 10 10 W 0.0
10 10 M
to 80% MC M 0.0
15 15 M 0.0
to
to
to
to
SILTY CLAY (CL) with Sand, Grey, Wet, Soft
CLAY (CL), Blue/Grey, Moist, Medium Stiff
End of Boring at 15 feet. Soil sample collected at (0-1 feet).
Temporary drive point for the collection of a groundwater sample.
Re
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Bl
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SILT (ML), Dark Brown, Moist
SANDY SILT (ML) with Clay, Brown, Moist
SANDY SILT (ML) with Clay, Brown, Moist
wet at 7.0 feet
PID or FID
Measurements
SAND AND GRAVEL with Silt (FILL), Dark Brown, Moist
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
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Boring Log PSI Project No.  02791734
Boring / Well No.:B-15 Start Date & Time: 3/9/2021 1300 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/9/2021 1312
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: peristaltic pump
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: 7.5 feet Static Water: NA
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Soil
Scan Headspace
01 0
12 to 50% MC M 0.1
2
5 5M0.1
5 5M
to 50% MC W 0.0
9.5 W
9.5 10 10 W 0.1
10 10 M
to 80% MC M 0.1
15 15 M 0.1
to
to
to
to
SILTY CLAY (CL) with Sand, Grey, Wet, Soft
CLAY (CL), Blue/Grey, Moist, Medium Stiff
End of Boring at 15 feet. Soil sample collected at (0-1 feet) and (3-4 feet).
Temporary drive point for the collection of a groundwater sample.
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SILT (ML), Dark Brown, Moist
SANDY SILT (ML) with Clay, Brown, Moist
SANDY SILT (ML) with Clay, Brown, Moist
wet at 7.5 feet
PID or FID
Measurements
SAND AND GRAVEL with Silt (FILL), Dark Brown, Moist
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
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Boring Log PSI Project No.  02791734
Boring / Well No.:B-16 Start Date & Time: 3/9/2021 1330 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/9/2021 1345
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: peristaltic pump
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: 7.5 feet Static Water: NA
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Soil
Scan Headspace
01 0
1 to 30% MC M 0.0
5 5M0.0
5 5M
to 30% MC W 0.1
9.5 W
9.5 10 10 W 0.1
10 10 M
to 30% MC M 0.0
15 15 M 0.1
to
to
to
to
SILTY CLAY (CL) with Sand, Grey, Wet, Soft
CLAY (CL), Blue/Grey, Moist, Medium Stiff
End of Boring at 15 feet. Soil sample collected at (0-1 feet) and (2-3 feet).
Temporary drive point for the collection of a groundwater sample.
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Bl
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SILT (ML), Dark Brown, Moist
SANDY SILT (ML) with Clay, Brown, Moist
wet at 7.5 feet
PID or FID
Measurements
SAND AND GRAVEL with Silt (FILL), Dark Brown, Moist
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
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Boring Log PSI Project No.  02791734
Boring / Well No.:B-17 Start Date & Time: 3/9/2021 1410 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/9/2021 1425
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: peristaltic pump
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: 7.5 feet Static Water: NA
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Soil
Scan Headspace
01 0
1 to 30% MC M 0.0
5 5M0.0
5 5M
to 30% MC W 0.1
9.5 W
9.5 10 10 W 0.0
10 10 M
to 30% MC M 0.1
15 15 M 0.0
to
to
to
to
SILTY CLAY (CL) with Sand, Grey, Wet, Soft
CLAY (CL), Blue/Grey, Moist, Medium Stiff
End of Boring at 15 feet. Soil sample collected at (0-1 feet).
Temporary drive point for the collection of a groundwater sample.
Re
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h
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Bl
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SILT (ML), Dark Brown, Moist
SANDY SILT (ML) with Clay, Brown, Moist
wet at 7.5 feet
PID or FID
Measurements
SAND AND GRAVEL with Silt (FILL), Dark Brown, Moist
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
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Boring Log PSI Project No.  02791734
Boring / Well No.:B-18 Start Date & Time: 3/10/2021 1030 Boring Location / Coordinates:
Logged By: Randy Shallbetter Finish Date & Time: 3/10/2021 1050
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: peristaltic pump
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: 7.5 feet Static Water: NA
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Soil
Scan Headspace
01.5 0
1.5 to 30% MC M 0.0
5 5M0.0
5 5M
to 50% MC W 0.0
9.5 W
9.5 10 10 W 0.0
10 10 M
to 50% MC M 0.0
15 15 M 0.0
to
to
to
to
SILTY CLAY (CL) with Sand, Grey, Wet, Soft
CLAY (CL), Blue/Grey, Moist, Medium Stiff
End of Boring at 15 feet. Soil sample collected at (0-1 feet).
Temporary drive point for the collection of a groundwater sample.
Re
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t
h
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i
s
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Bl
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C
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SILT (ML), Dark Brown, Moist
SANDY SILT (ML) with Clay, Brown, Moist
wet at 7.5 feet
PID or FID
Measurements
SAND AND GRAVEL with Silt (FILL), Dark Brown, Moist
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
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Boring Log PSI Project No.  02791734
Boring / Well No.:B-19 Start Date & Time: 3/10/2021 1100 Boring Location / Coordinates:
Logged By: Randy Shallbetter Finish Date & Time: 3/10/2021 1113
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: peristaltic pump
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: 7.0 feet Static Water: NA
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Asphalt
Scan Headspace
02"0
2" 1 to 50% MC M 0.0
14
45 5M0.0
5 5M
to 50% MC W 0.0
W
10 10 W 0.0
10 10.5 10 W
10.5 to 50% MC M 0.0
15 15 M 0.0
to
to
to
to
SILTY CLAY (CL) with Sand, Grey, Wet, Soft
CLAY (CL), Blue/Grey, Moist, Medium Stiff
End of Boring at 15 feet. Soil sample collected at (0-1 feet) and (6-7 feet).
Temporary drive point for the collection of a groundwater sample.
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Bl
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C
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SAND AND GRAVEL with Silt (FILL), Dark Brown, Moist
SILT (ML), Dark Brown, Moist
SANDY SILT (ML) with Clay, Brown, Moist
SANDY SILT (ML) with Clay, Brown, Moist
wet at 7.0 feet
PID or FID
Measurements
ASPHALT
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
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Boring Log PSI Project No.  02791734
Boring / Well No.:B-20 Start Date & Time: 3/10/2021 1135 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/10/2021 1200
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: peristaltic pump
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: 7.5 feet Static Water: NA
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Asphalt
Scan Headspace
02"0
2" 1.5 to 50% MC M 0.0
1.5 2.5
2.5 5 5M0.0
5 5M
to 60% MC W 0.0
W
10 10 W 0.0
10 10.5 10 W
10.5 to 80% MC M 0.0
15 15 M 0.0
to
to
to
to
SILTY CLAY (CL) with Sand, Grey, Wet, Soft
CLAY (CL), Blue/Grey, Moist, Medium Stiff
End of Boring at 15 feet. Soil sample collected at (0-1 feet) and (6-7 feet).
Temporary drive point for the collection of a groundwater sample.
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Bl
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SAND AND GRAVEL with Silt (FILL), Dark Brown, Moist
SILT (ML), Dark Brown, Moist
SANDY SILT (ML) with Clay, Brown, Moist
SANDY SILT (ML) with Clay, Brown, Moist
wet at 7.5 feet
PID or FID
Measurements
ASPHALT
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
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Boring Log PSI Project No.  02791734
Boring / Well No.:B-21 Start Date & Time: 3/10/2021 1300 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/10/2021 1320
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: peristaltic pump
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: 7.5 feet Static Water: NA
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Asphalt
Scan Headspace
02"0
2" 1.5 to 40% MC M 0.0
1.5
5 5M0.0
5 5M
to 40% MC W 0.0
W
10 10 W 0.0
10 10.5 10 W
10.5 to 40% MC M 0.0
15 15 M 0.0
to
to
to
to
SILTY CLAY (CL) with Sand, Grey, Wet, Soft
CLAY (CL), Blue/Grey, Moist, Medium Stiff
End of Boring at 15 feet. Soil sample collected at (0-1 feet) and (6-7 feet).
Temporary drive point for the collection of a groundwater sample.
Re
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Bl
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C
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SAND AND GRAVEL with Silt (FILL), Dark Brown, Moist
SILT (ML), Dark Brown, Moist
SANDY SILT (ML) with Clay, Brown, Moist
wet at 7.5 feet
PID or FID
Measurements
ASPHALT
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
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Boring Log PSI Project No.  02791734
Boring / Well No.:B-22 Start Date & Time: 3/10/2021 1335 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/10/2021 1350
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: peristaltic pump
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: 7.0 feet Static Water: NA
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Concrete
Scan Headspace
03"0
3" 1 to 50% MC D 0.0
13
35 5D0.1
5 5M
to 50% MC W 0.0
W
10 10 W 0.0
10 10.5 10 W
10.5 to 80% MC M 0.0
15 15 M 0.0
to
to
to
to
SILTY CLAY (CL) with Sand, Grey, Wet, Soft
CLAY (CL), Blue/Grey, Moist, Medium Stiff
End of Boring at 15 feet. Soil sample collected at (1-3 feet) and (6-7 feet).
Temporary drive point for the collection of a groundwater sample.
Re
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SAND AND GRAVEL with Silt (FILL), Dark Brown, Dry
SILT (ML), Dark Brown, Dry
SAND AND GRAVEL with Silt, Brown, Dry
SANDY SILT (ML) with Clay, Brown, Moist
wet at 7.0 feet
PID or FID
Measurements
CONCRETE
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
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Boring Log PSI Project No.  02791734
Boring / Well No.:B-23 Start Date & Time: 3/10/2021 1400 Boring Location / Coordinates:
Logged By: Randy Shallbetter Finish Date & Time: 3/10/2021 1430
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: peristaltic pump
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: 7.0 feet Static Water: NA
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Concrete
Scan Headspace
03"0
3" 1 to 50% MC D 0.0
13
35 5D0.1
5 5M
to 50% MC W 0.0
W
10 10 W 0.0
10 10.5 10 W
10.5 to 50% MC M 0.0
15 15 M 0.0
to
to
to
to
SILTY CLAY (CL) with Sand, Grey, Wet, Soft
CLAY (CL), Blue/Grey, Moist, Medium Stiff
End of Boring at 15 feet. Soil sample collected at (1-3 feet) and (6-7 feet).
Temporary drive point for the collection of a groundwater sample.
Re
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SAND AND GRAVEL with Silt (FILL), Dark Brown, Dry
SILT (ML), Dark Brown, Dry
SAND AND GRAVEL with Silt, Brown, Dry
SANDY SILT (ML) with Clay, Brown, Moist
wet at 7.0 feet
PID or FID
Measurements
CONCRETE
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
a
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In
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v
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Boring Log PSI Project No.  02791734
Boring / Well No.:B-24 Start Date & Time: 3/11/2021 830 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/11/2021 900
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 2-inch Development Method: peristaltic pump
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: NA Static Water: NA
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Soil
Scan Headspace
0 0
to MC
5 5
5 5
to MC
10 10
10 10
12 to MC
12
to
to
to
to
End of Boring at 12 feet. No soil sample collected.
Temporary drive point for the collection of a groundwater sample.
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Bl
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C
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t
Blind drilled to 12 feet for groundwaer collection only.
PID or FID
Measurements
SAND AND GRAVEL with Silt (FILL), Dark Brown, Dry
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
a
p
h
i
c
s
I.
D
.
In
t
e
r
v
a
l
Boring Log PSI Project No.  02791734
Boring / Well No.:B-25 Start Date & Time: 3/11/2021 1000 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/11/2021 1030
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 2-inch Development Method: peristaltic pump
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: 7.5 feet Static Water: NA
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Concrete
Scan Headspace
06"0
6" 1.5 to 60% MC D 0.0
1.5
5 5D0.0
56 5D
6 to 60% MC M 0.0
W
10 10 W 0.0
10 11 10 W
11 12 to 80% MC M 0.0
12
to
to
to
to
SILTY CLAY (CL) with Sand, Grey, Wet, Soft
CLAY (CL), Blue/Grey, Moist, Medium Stiff
End of Boring at 12 feet. Soil sample collected at (2 feet) and (7 feet).
Temporary drive point for the collection of a groundwater sample.
Groundwater collected exhibited a light yellowish/greenish color.
wet at 7.5 feet
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Bl
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C
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SAND AND GRAVEL with Silt (FILL), Dark Brown, Dry
SILT (ML), Dark Brown, Dry
SILT (ML), Dark Brown, Dry
SANDY SILT (ML) with Clay, Brown, Moist
PID or FID
Measurements
CONCRETE
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
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h
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In
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v
a
l
Boring Log PSI Project No.  02791734
Boring / Well No.:B-26 Start Date & Time: 3/11/2021 1100 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/11/2021 1120
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 2-inch Development Method: peristaltic pump
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: 7.5 feet Static Water: NA
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Concrete
Scan Headspace
06"0
6" 1.5 to 50% MC D 0.0
1.5
5 5D0.0
56 5D
6 to 70% MC M 0.0
W
10 10 W 0.0
10 11 10 W
11 12 to 70% MC M 0.0
12
to
to
to
to
SILTY CLAY (CL) with Sand, Grey, Wet, Soft
CLAY (CL), Blue/Grey, Moist, Medium Stiff
End of Boring at 12 feet. Soil sample collected at (2 feet) and (7 feet).
Temporary drive point for the collection of a groundwater sample.
Groundwater collected exhibited a light yellowish/greenish color.
wet at 7.5 feet
Re
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SAND AND GRAVEL with Silt (FILL), Dark Brown, Dry
SILT (ML), Dark Brown, Dry
SILT (ML), Dark Brown, Dry
SANDY SILT (ML) with Clay, Brown, Moist
PID or FID
Measurements
CONCRETE
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
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In
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Boring Log PSI Project No.  02791734
Borings
B-27 to B-29
Well Construction for
MW-27
May 2021
Boring / Well No.:B-27 (MW)Start Date & Time: 5/6/2021 1150 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 5/6/2021 1245
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-3/4-inch Development Method: Bailer
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: 7.0 feet Static Water: NA
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Concrete
Scan Headspace
01.5 0
1.5 to 50% MC D 0.0
5 5D0.1
5 5M
to 50% MC M 0.6
9 W
910 10 W 0.6
10 10 M
to 50% MC D 2.7
D
15 15
to
to
to
to
PID or FID
Measurements
SAND AND GRAVEL with Silt (FILL), Dark Brown, Dry
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
a
p
h
i
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s
I.
D
.
In
t
e
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v
a
l
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Bl
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SILT (ML), Dark Brown, Dry
SANDY SILT (ML) with Clay, Brown, Moist
wet at 7.0 feet
SILTY CLAY (CL) with Sand, Grey, Wet, Soft
CLAY (CL), Blue/Grey, Moist, Medium Stiff
End of Boring at 15 feet. Soil sample collected at (0-2 feet) and (6 feet).
Temporary drive point for the collection of a groundwater sample.
Boring Log PSI Project No.  02791734
Top of Casing 0 FT BGS / AGS Type of Material: J-Plug
( NA FT MSL) (Slip/Threaded/Locking): Slip
Surface 0 FT BGS Locking (y/n) Y
(NA FT MSL)
Top of Bentonite Seal 1 FT BGS Type: PVC
Schedule: 40
I.D.: 2 inch
Length: 5 feet
Thread Type: Y
Centralizers (y/n): N
Cement Type: Sakrete
Cement (Bags): 1
Cement Type: na
Cement (Bags): na
Bentonite Type: na
Bentonite Bags: na
Water (Gal): na
Top of Filter Collar Sand 3 FT BGS Tremie Pipe (y/n): na
Type: Bentonite Chip
Top of Filter Pack Sand 3 FT BGS Brand Name: CETCO
Quantity: 2-3 bags
Top of Screen 5 FT BGS Hydrated (y/n): Y
( NA FT MSL) Tremie Pipe (y/n) N
Type: Silica Sand
Brand Name:
Size: 10/20
Number of bags: 2
Tremie Pipe (y/n) N
Type: Pre-Packed Screens
Brand Name:
Size: 20/40
Number of bags: Pre-Packed Screens
Bottom of Screen 15 FT BGS Tremie Pipe (y/n) N
(NA FT MSL)
Base of Cap 15 FT BGS Type: PVC
Total Boring Depth 15 FT BGS Schedule: 40
I.D.: 2 inch
Length: 10 feet
Thread Type: threaded
Slot Size: 0.01
Centralizers (y/n): N
Type of Material: PVC
(Slip/Threaded): threaded
WELL SCREEN
END CAP
NOTES
CONCRETE PAD AND PLUG
GROUT MIXTURE/HIGH SOLIDS BENTONITE
BENTONITE SEAL
FILTER COLLAR SAND
FILTER PACK SAND
PROJECT INFO
Project Number: 02791734
Project Name: Additional SI - SLC Chroe Plating
Installation Date: 5/6/2021
MONITORING WELL COMPLETION LOG
Borehole DIA: 3 3/4 inch
Total Well Length - Screen & Riser (feet):
Well No: B-27
Geologist: Eric M. Ross
Drilling Co.: Earthprobe
Driller: Pat Casey
Rig Type: Geoprobe
WELL CAP
WELL RISER
Version 01 Sept. 26, 2017
Boring / Well No.:B-28 Start Date & Time: 5/6/2021 1340 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 5/6/2021 1400
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-3/4-inch Development Method: Bailer
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: 7.0 feet Static Water: NA
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Concrete
Scan Headspace
03"0
3" 1.5 to 50% MC D 0.2
1.5
5 5D0.2
5 5M
to 50% MC M 0.7
9 W
910 10 W 0.0
10 10 W
to 50% MC M 0.5
M
15 15 D
to
to
to
to
PID or FID
Measurements
Asphalt
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
a
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s
I.
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.
In
t
e
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v
a
l
Re
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y
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Mo
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Bl
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SAND AND GRAVEL with Silt (FILL), Dark Brown, Dry
SILT (ML), Dark Brown, Dry
SANDY SILT (ML) with Clay, Brown, Moist
wet at 7.0 feet
SILTY CLAY (CL) with Sand, Grey, Wet, Soft
CLAY (CL), Blue/Grey, Moist, Medium Stiff
End of Boring at 15 feet. Soil sample collected at (0-1 feet) and (6 feet).
Temporary drive point for the collection of a groundwater sample.
Boring Log PSI Project No.  02791734
Boring / Well No.:B-29 Start Date & Time: 5/6/2021 1410 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 5/6/2021 1500
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-3/4-inch Development Method: Bailer
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: 7.0 feet Static Water: NA
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Concrete
Scan Headspace
03"0
3" 1.5 to 50% MC D 0.0
1.5 4.5
4.5 5 5M0.1
56 5M
6 to 50% MC W 0.4
W
10 10 W 0.1
10 10 M
to 80% MC D 0.1
D
15 15 D
to
to
to
to
PID or FID
Measurements
Asphalt
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
a
p
h
i
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s
I.
D
.
In
t
e
r
v
a
l
wet at 7.0 feet
Re
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y
Me
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o
d
Mo
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Bl
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t
SAND AND GRAVEL with Silt (FILL), Dark Brown, Dry
SILT (ML), Dark Brown, Dry
SAND AND GRAVEL with Silt, Brown, Dry
SANDY SILT (ML) with Clay, Brown, Moist
SILTY CLAY (CL) with Sand, Grey, Wet, Soft
CLAY (CL), Blue/Grey, Moist, Medium Stiff
End of Boring at 15 feet. Soil sample collected at (0-1 feet) and (6 feet).
Temporary drive point for the collection of a groundwater sample.
Groundwater collected exhibited a light yellowish color.
Boring Log PSI Project No.  02791734
Borings
B-30 to B-31
Feb 2022
Boring / Well No.:B-30 Start Date & Time: 1/17/2022 1000 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 1/17/2022 1015
Project Name: Salt Lake Chrome Plating Project No: 02791854
Project Location: Salt Lake City, Utah
N
Drilling Co.: Direct Push Drilling Equipment: Geoprobe
Driller: Cooper Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-3/4-inch Development Method: Peristaltic Pump
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: 8.0 feet Static Water: NA
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Asphalt
Scan Headspace
02"0
2" 1 to 40% MC D 0.0 0.0
1
5 50.00.0
57 5D
78 to 40% MC M 0.0 0.0
8 W
10 10 W 0.0 0.0
10 10 W
12.5 to 80% MC W 0.0 0.0
12.5 14 M
14 15 15 D
to
to
to
to
PID or FID
Measurements
Asphalt
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
a
p
h
i
c
s
I.
D
.
In
t
e
r
v
a
l
SILTY CLAY (CL) with Sand, Grey, Wet, Soft
Re
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e
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h
o
d
Mo
i
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e
Bl
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C
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SAND AND GRAVEL with Silt (FILL), Dark Brown, Dry
SILTY CLAY (CL) with Sand, Brown, Dry
SILTY CLAY (CL) with Sand, Brown, Dry
SILTY CLAY (CL) with Sand, Grey, Moist, Soft
SILTY CLAY (CL) with Sand, Grey, Wet, Soft
CLAY (CL), Blue/Grey, Moist, Medium Soft
CLAY (CL), Blue/Grey, Dry, Medium Stiff
End of Boring at 15 feet.
Temporary drive point for the collection of a groundwater sample.
Groundwater sample collected and DUP#1 at 1045
Boring Log PSI Project No.  02791734
Boring / Well No.:B-30 Start Date & Time: 1/17/2022 830 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 1/17/2022 845
Project Name: Salt Lake Chrome Plating Project No: 02791854
Project Location: Salt Lake City, Utah
N
Drilling Co.: Direct Push Drilling Equipment: Geoprobe
Driller: Cooper Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-3/4-inch Development Method: Peristaltic Pump
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: 8.0 feet Static Water: NA
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Asphalt
Scan Headspace
02"0
2" 1 to 90% MC D 0.0 0.0
13.5
3.5 5 50.00.0
57 5D
78 to 50% MC M 0.0 0.0
8 W
10 10 W 0.0 0.0
10 10 W
12 to 80% MC W 0.0 0.0
12 14 M
14 15 15 D
to
to
to
to
PID or FID
Measurements
Asphalt
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
a
p
h
i
c
s
I.
D
.
In
t
e
r
v
a
l
SILTY CLAY (CL) with Sand, Grey, Wet, Soft
Re
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o
d
Mo
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e
Bl
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SAND AND GRAVEL with Silt (FILL), Dark Brown, Dry
SILTY CLAY (CL) with Sand, Brown, Dry
SILTY CLAY (CL) with Sand, Grey, Dry
SILTY CLAY (CL) with Sand, Grey, Dry
SILTY CLAY (CL) with Sand, Grey, Moist, Soft
SILTY CLAY (CL) with Sand, Grey, Wet, Soft
CLAY (CL), Blue/Grey, Moist, Medium Soft
CLAY (CL), Blue/Grey, Dry, Medium Stiff
End of Boring at 15 feet.
Temporary drive point for the collection of a groundwater sample.
Groundwater sample collected at 930. Very slow recharge rate.
Boring Log PSI Project No.  02791734
Hand Auger
Borings
HA-1 to HA-6
May 2021
Boring / Well No.:HA-1 Start Date & Time: 5/6/2021 1055 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 5/6/2021 1100
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: PSI Drilling Equipment: Hand Auger
Driller: Eric Ross Drilling Method: Hand Auger
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: NA
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: Not encountered Static Water: Not encountered
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Concrete
Scan Headspace
0 0
to 100% MC D 0.3
8"
8" 1 10.8
to
to
to
to
to
to
PID or FID
Measurements
SAND AND GRAVEL with Silt (FILL), Dark Brown, Dry
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
a
p
h
i
c
s
I.
D
.
In
t
e
r
v
a
l
Re
c
o
v
e
r
y
Me
t
h
o
d
Mo
i
s
t
u
r
e
Bl
o
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C
o
u
n
t
SILT (ML), Dark Brown, Dry
End of Boring at 1 feet. Soil sample collected at (0-1 feet) and (1 foot)
Boring Log PSI Project No.  02791734
Boring / Well No.:HA-2 Start Date & Time: 5/6/2021 1100 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 5/6/2021 1103
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: PSI Drilling Equipment: Hand Auger
Driller: Eric Ross Drilling Method: Hand Auger
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: NA
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: Not encountered Static Water: Not encountered
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Concrete
Scan Headspace
0 0
to 100% MC D 0.1
8"
8" 1 10.1
to
to
to
to
to
to
PID or FID
Measurements
SAND AND GRAVEL with Silt (FILL), Dark Brown, Dry
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
a
p
h
i
c
s
I.
D
.
In
t
e
r
v
a
l
Re
c
o
v
e
r
y
Me
t
h
o
d
Mo
i
s
t
u
r
e
Bl
o
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C
o
u
n
t
SILT (ML), Dark Brown, Dry
End of Boring at 1 feet. Soil sample collected at (0-1 feet)
Boring Log PSI Project No.  02791734
Boring / Well No.:HA-3 Start Date & Time: 5/6/2021 1108 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 5/6/2021 1112
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: PSI Drilling Equipment: Hand Auger
Driller: Eric Ross Drilling Method: Hand Auger
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: NA
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: Not encountered Static Water: Not encountered
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Concrete
Scan Headspace
0 0
to 100% MC D 0.4
8"
8" 1 10.4
to
to
to
to
to
to
PID or FID
Measurements
SAND AND GRAVEL with Silt (FILL), Dark Brown, Dry
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
a
p
h
i
c
s
I.
D
.
In
t
e
r
v
a
l
Re
c
o
v
e
r
y
Me
t
h
o
d
Mo
i
s
t
u
r
e
Bl
o
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C
o
u
n
t
SILT (ML), Dark Brown, Dry
End of Boring at 1 feet. Soil sample collected at (0-1 feet)
Boring Log PSI Project No.  02791734
Boring / Well No.:HA-4 Start Date & Time: 5/6/2021 1108 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 5/6/2021 1112
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: PSI Drilling Equipment: Hand Auger
Driller: Randy Shallbetter Drilling Method: Hand Auger
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: NA
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: Not encountered Static Water: Not encountered
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Concrete
Scan Headspace
04"0
4"to 100% MC D 0.3
1 10.3
to
to
to
to
to
to
PID or FID
Measurements
SAND AND GRAVEL with Silt (FILL), Dark Brown, Dry
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
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SILT (ML), Dark Brown, Dry
End of Boring at 1 feet. Soil sample collected at (0-1 feet)
Boring Log PSI Project No.  02791734
Boring / Well No.:HA-5 Start Date & Time: 5/6/2021 1115 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 5/6/2021 1118
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: PSI Drilling Equipment: Hand Auger
Driller: Eric Ross Drilling Method: Hand Auger
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: NA
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: Not encountered Static Water: Not encountered
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Concrete
Scan Headspace
0 0
to 100% MC D 0.2
8"
8" 1 10.2
to
to
to
to
to
to
PID or FID
Measurements
SAND AND GRAVEL with Silt (FILL), Dark Brown, Dry
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
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D
.
In
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SILT (ML), Dark Brown, Dry
End of Boring at 1 feet. Soil sample collected at (0-1 feet)
Boring Log PSI Project No.  02791734
Boring / Well No.:HA-6 Start Date & Time: 5/6/2021 1250 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 5/6/2021 1255
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: PSI Drilling Equipment: Hand Auger
Driller: Eric Ross Drilling Method: Hand Auger
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: NA
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: Not encountered Static Water: Not encountered
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Concrete
Scan Headspace
0 0
to 100% MC D 0.6
8"
8" 1 10.6
to
to
to
to
to
to
PID or FID
Measurements
SAND AND GRAVEL with Silt (FILL), Dark Brown, Dry
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
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I.
D
.
In
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t
SILT (ML), Dark Brown, Dry
End of Boring at 1 feet. Soil sample collected at (0-1 feet)
Boring Log PSI Project No.  02791734

www.intertek.com/building

APPENDIX C  
Prior Investigation Reports  

REVISED  
SITE CHARACTERIZATION REPORT 
(VCP #C103) 

SALT LAKE CHROME PLATING AND COLLISION PRODUCTS 
255, 259, AND 269 BROOKLYN AVENUE, AND, 
1038 AND 1050 S. WASHINGTON STREET 
SALT LAKE CITY, UTAH 84101 

PREPARED FOR 

MR. GEORGE F. HAUSER  
269 BROOKLYN LLC AND 1050 S WASHINGTON LLC 
313 EUREKA STREET 
SAN FRANCISCO, CALIFORNIA 94114 

Eric M. Ross 
Regional Vice President 

PREPARED BY 

PROFESSIONAL SERVICE INDUSTRIES, INC. 
1070 W. 124TH AVENUE, SUITE 800 
WESTMINSTER, COLORADO 80234 
TELEPHONE: (303) 424‐5578 

FEBRUARY 11, 2022 
PSI PROJECT 02791854 

Elizabeth Noakes 
Senior Project Geologist 

TABLE OF CONTENTS 

1 INTRODUCTION AND SITE DESCRIPTION ........................................................................ 1 
1.1 CURRENT AND FUTURE SITE USE ...................................................................... 1 
2 PHYSICAL SETTINGS .......................................................................................................... 2 
2.1 TOPOGRAPHY AND DRAINAGE ........................................................................... 2 
2.2 GEOLOGY ............................................................................................................... 2 
2.3 HYDROGEOLOGY .................................................................................................. 2 
3 ENVIRONMENTAL INVESTIGATIONS / COMMENT LETTERS ........................................ 3 
3.1 PHASE I ENVIRONMENTAL SITE ASSESSMENT (ESA), JUNE 2020 ................. 3 
3.2 SUBSURFACE INVESTIGATION REPORT, OCTOBER 2019 ............................... 4 
3.3 LIMITED SITE INVESTIGATION REPORT, SEPTEMBER 2020 ............................ 4 
3.4 ADDITIONAL SUBSURFACE INVESTIGATION, MARCH 2021 ............................. 5 
3.5 ADDITIONAL SUBSURFACE INVESTIGATION, MAY 2021 .................................. 6 
3.6 SUPPLEMENTAL SITE CHARACTERIZATION WORK PLAN –
SOUTHERN PORTION, FEBRUARY 2022 ............................................................. 7 
4 PRIMARY CONTAMINANTS OF CONCERN ....................................................................... 9 
4.1 DELINEATION CRITERIA ....................................................................................... 9 
4.2 SCREENING LEVELS ............................................................................................. 9 
5 FIELD ACTIVITIES AND PROTOCOL ................................................................................ 10 
5.1 DRILLING METHODS ........................................................................................... 10 
5.2 FIELD SCREENING .............................................................................................. 10 
5.3 WELL INSTALLATION .......................................................................................... 11 
5.4 SOIL SAMPLING ................................................................................................... 11 
5.5 GROUNDWATER SAMPLING .............................................................................. 11 
5.6 INVESTIGATIVE DERIVED WASTE ..................................................................... 12 
5.7 LABORATORY ANALYSIS .................................................................................... 12 
5.8 DOMESTIC WATER SUPPLY SURVEY ............................................................... 13 
6 NORTH AREA CHARACTERIZATION ............................................................................... 14 
6.1 SURFACE SOILS .................................................................................................. 14 
6.2 VADOSE ZONE SOILS ......................................................................................... 15 
6.3 GROUNDWATER .................................................................................................. 15 
7 SOUTH AREA CHARACTERIZATION ............................................................................... 16 
7.1 SURFACE SOILS .................................................................................................. 16 
7.2 VADOSE ZONE SOILS ......................................................................................... 17 
7.3 GROUNDWATER .................................................................................................. 17 
8 OFF SITE EVALUATION .................................................................................................... 19 
9 VAPOR INTRUSION EVALUATION ................................................................................... 20 
10 QUALITY ASSURANCE/QUALITY CONTROL .................................................................. 20 
10.1 TOXICITY CHARACTERISTIC LEACHING PROCEDURE ASSESSMENT ......... 21 
11 CONCLUSIONS & RECOMMENDATIONS ........................................................................ 21 
11.1 CONCLUSIONS .................................................................................................... 21 
11.2 RECOMMENDATIONS ......................................................................................... 22 
12 RELIANCE ........................................................................................................................... 23 
13 WARRANTY ........................................................................................................................ 23 
14 REFERENCES .................................................................................................................... 24 

TABLE OF CONTENTS (CONTINUED) 

FIGURES: 
FIGURE 1: AREA TOPOGRAPHY MAP 
FIGURE 2: SITE BOUNDARY MAP 
FIGURE 3: SAMPLE LOCATION MAP  
FIGURE 4: SHALLOW GROUNDWATER GRADIENT MAP 
FIGURE 5: ARSENIC CONCENTRATIONS IN SURFACE SOILS 
FIGURE 6: LEAD CONCENTRATIONS IN SURFACE SOILS 
FIGURE 7: ARSENIC CONCENTRATIONS IN SUBSURFACE SOILS 
FIGURE 8: LEAD CONCENTRATIONS IN SUBSURFACE SOILS 
FIGURE 9: ARSENIC CONCENTRATIONS IN GROUNDWATER 
FIGURE 10: LEAD CONCENTRATIONS IN GROUNDWATER  
FIGURE 11: BENZENE CONCENTRATIONS IN GROUNDWATER 
FIGURE 12: HEXAVALENT CHROMIUM CONCENTRATIONS IN SURFACE SOILS 
FIGURE 13: HEXAVALENT CHROMIUM CONCENTRATIONS IN SUBSURFACE SOILS 
FIGURE 14:  TOTAL HEXAVALENT CHROMIUM CONCENTRATIONS IN GROUNDWATER 
FIGURE 15:  DISSOLVED HEXAVALENT CHROMIUM CONCENTRATIONS IN GROUNDWATER 

TABLES: 
TABLE 1: GROUNDWATER ELEVATION DATA 
TABLE 2: NORTH AREA SURFACE SOILS METALS 
TABLE 3: NORTH AREA SUBSURFACE SOILS METALS 
TABLE 4: NORTH AREA GROUNDWATER METALS 
TABLE 5: NORTH AREA GROUNDWATER VOC 
TABLE 6: SOUTH AREA SURFACE SOILS METALS 
TABLE 7: SOUTH AREA SUBSURFACE SOILS METALS 
TABLE 8: SOUTH AREA GROUNDWATER METALS 
TABLE 9: SOUTH AREA GROUNDWATER VOC 
TABLE 10: PERMANENT MONITORING WELL GROUNDWATER METALS 
TABLE 11: SOUTH AREA SURFACE SOIL (COMPRESSOR AREA) 
TABLE 12: TCLP ANALYTICAL SUMMARY RESULTS 

APPENDICES: 
APPENDIX A: REDEVELOPMENT PLANS 
APPENDIX B: BORING LOGS/GEOCHEMICAL LOGS 
APPENDIX C: PRIOR INVESTIGATION REPORTS 
APPENDIX D: EAST‐ADJOINING GROUNDWATER PLUME DIAGRAMS 
APPENDIX E: LABORATORY ANALYTICAL REPORTS 

Revised Site Characterization Report (VCP #103) 
PSI Project No. 02791854 
February 11, 2022 
Page 1 of 34 

1 INTRODUCTION AND SITE DESCRIPTION
The Site includes seven parcels addressed at 255, 259 and 269 Brooklyn Avenue (north area) and at 1038 
and 1050 Washington Street (south area), in Salt Lake City, Salt Lake County, Utah (the Site).  The Site 
occupies 1.49 acres and is currently occupied by 6 warehouses. Site operations include a plastics 
warehouse, parts and equipment storage, a residence and a chrome plating facility that has been in 
operations for over 40 years.    

Previous subsurface investigations have documented contaminants of concern (COCs) in soils and 
groundwater on the property to be above the applicable regulatory screening criteria. Based on a 
telephone conversation on February 4, 2021, A Voluntary Action Program (VCP) Application was issued to 
the Utah Department of Environmental Quality (UDEQ) and further discussions indicated that the 
application has not been “finalized”.  Therefore, PSI understands that work conducted on the property at 
the time of this report could be provided without an approved UDEQ VCP Work Plan.  

The following sections of this report summarizes site characterization activities conducted on the property 
to delineate the lateral and vertical extent of documented impacts to soils and groundwater. The goal of 
these site characterization activities is to move the property toward regulatory closure and promote 
redevelopment.  

It is our understanding that the Site is being proposed for redevelop in two sections, the north area and 
the south area. In attempts to move forward with redevelopment and based on conversations with the 
Site owner(s) and Mr. Bill Rees with the UDEQ, characterization of the COCs on the Site will be presented 
in two areas, the north area and the south area.  

The Site location and the surrounding area is included on a USGS topographic map presented as Figure 1.  
The Site Boundary Map, presented as Figure 2, shows the Site boundaries, identifies the north and south 
areas of the Site and identifies the building address. The Sample Location Map, presented as Figure 3, 
identifies the sample locations on the Site. 
1.1 CURRENT AND FUTURE SITE USE
Operations on the north area of the Site include a plastics warehouse where they straighten and prime 
plastic bumpers (269 E. Brooklyn). The warehouse at 259 E. Brooklyn is used to store completed bumpers, 
and the northern portion is an old office that is no longer used. The warehouse at 255 E. Brooklyn was 
mainly vacant, used for storage, and a residence.  

Operations on the south area of the Site includes a chrome plating facility located in the southern half of 
the warehouse at 1050 S. Washington.  Operations include straitening bumpers and fenders and plating 
them in nickel and chrome. North‐adjoining to the chrome plating building is a storage warehouse 
addressed at 1038 S. Washington, with a small workshop that is leased to an individual. The southernmost 
warehouse, also addressed as 1050 S. Washington, is used as the main office, parts storage, and finished 
product storage.  

The yard area covers portions of the north and south areas of the Site, is paved with concrete and is used 
to store bumpers that need repairing.  
Salt Lake Chrome Plating and Collision Products 
PSI Project No. 02791734 
February 11, 2022 
Page 2 of 34 

Proposed redevelopment of both areas will include demolition of the current‐day structures. Proposed 
Site redevelopment plans for the north area and south area of the Site are provided in Appendix A. 
2 PHYSICAL SETTINGS
2.1 TOPOGRAPHY AND DRAINAGE
The Site is located in a highly urbanized setting with 95% of the Site covered in paved surfaces or under a 
building footprint. The Site’s elevation is approximately 4,230 feet above mean sea level and is relatively 
flat with a slight topographic gradient to the west. The Site location and the surrounding area is included 
on a USGS topographic map presented as Figure 1.   
2.2 GEOLOGY
The Site is regionally located in the Salt Lake Valley which is a north‐south trending valley located 
southeast of Great Salt Lake. The Salt Lake Valley is a segment of the Wasatch Front Valley section of the 
Great Basin physiographic province. The Salt Lake Valley is bounded on the east and northeast by the 
central portion of the Wasatch Range, on the northwest by Great Salt Lake, on the west by the Oquirrh 
Mountains, and on the south by the Traverse Mountains. The Salt Lake Valley is a half‐graben that is 
bounded by faults on its east, west, and south sides.  Sediments have been filling this graben since the 
Tertiary. The Tertiary and Quaternary basin fill is up to 4,000 feet thick in some areas of the valley and 
consists of unconsolidated to semi‐consolidated clay, silt, sand, gravel, tuff, and lava. Quaternary 
sediments in the upper part of the basin fill range from 0 to 2,000 feet thick (Wallace and Lowe, 2008). 

Based on soil borings from subsurface investigations on the Site, surface soils are primarily composed of 
urban fill from approximately 0 to 3 feet below ground surface (bgs).  Surface fill is underlain by silty clays 
and clayey sands to approximately 15 feet bgs (maximum depth of previous investigation conducted at 
the Site).   

Soil boring logs for on‐Site sampling locations are provided in Appendix B. 
2.3 HYDROGEOLOGY
The Site is underlain by the Basin‐Fill Aquifer system in Salt Lake Valley which includes a shallow 
unconfined aquifer underlain by a confining layer, which is underlain by the “principal aquifer.” Most of 
the groundwater from wells in Salt Lake Valley is drawn from the principal aquifer. The shallow unconfined 
aquifer has a maximum thickness of about 50 feet and yields little water (the water is generally of low 
quality), thus, is rarely used for water supply (Wallace and Lowe, 2008). 

Based on soil borings from previous subsurface investigations on the Site, shallow perched groundwater 
is encountered at depths ranging from approximately 7 feet bgs to 10 feet bgs.  

A State of Utah registered land surveyor (Alliance Engineering, Inc.) was contracted to land survey the 
current monitoring well locations and mean sea level elevations. This data coupled with depth to water 
Salt Lake Chrome Plating and Collision Products 
PSI Project No. 02791734 
February 11, 2022 
Page 3 of 34 

measurements were used to develop an onsite Shallow Groundwater Gradient Map, presented as Figure 
4. Groundwater elevation data is summarized in Table 1. 

Shallow groundwater in the area has been documented to flow to the west/northwest direction. 
3 ENVIRONMENTAL INVESTIGATIONS / COMMENT LETTERS
Environmental investigations and DERR Comment letters that are reviewed in this report include the 
following: 

 Phase I Environmental Site Assessment (ESA), June 20, 2020, 
 Subsurface Investigation Report, October 8, 2019, 
 Limited Site Investigation Report, September 4, 2020,  
 Additional Subsurface Investigation, conducted on March 9‐11, 2021, and 
 Additional Subsurface Investigation, conducted on May 6‐7, 2021. 
 East‐adjoining report ‐ Remedial Investigation/Feasibility Study, Quality Linen, 1024 South 200 
West, April 12. pg. 1‐40. 
 Site Characterization Report, submitted to DERR and dated June 8, 2021. 
 DERR Environmental Assessment (EA) comment letter dated July 21, 2021. 
 Proposed Supplemental Site Characterization Work Plan – Southern Portion (Revised), submitted 
to DERR and dated November 18, 2021.  
 DERR Proposed Supplemental Site Characterization Work Plan – Southern Portion (Revised), 
comment letter dated December 8, 2021. 
 Remedial Action Plan – Northern Portion, submitted to DERR and dated December 2, 2021. 
 Quality Assurance Project Plan (QAPP), submitted to DERR and dated December 2, 2021. 

The following sections summarizes the pervious environmental investigation results.  

A Sample Location Map is presented in Figure 3. Laboratory analytical results are summarized in Table 2 
through Table 11. Concentration maps are provided in Figure 5 through Figure 15. Copies of prior 
environmental investigation reports are provided in Appendix C. 
3.1 PHASE I ENVIRONMENTAL SITE ASSESSMENT (ESA), JUNE 2020
Based on the conclusion of this Phase I ESA, dated June 20, 2020, prepared by Terracon Consultants, Inc., 
the following recognized environmental conditions (RECs) or controlled RECs (CRECs) were identified in 
connection with the Site: 

 Historical onsite assay company: Apparent piles of soil or other material were observed on the 
site in at least 1965 and 1971. As this was the same time that the “UN Assay Ofc” was present on 
the site, it is possible the piles were of material that had been or were to be assayed. Due to the 
common presence of elevated detections of heavy metals in ores and mine processing wastes, 
the presence of these historical piles represents a REC to the site. 

Salt Lake Chrome Plating and Collision Products 
PSI Project No. 02791734 
February 11, 2022 
Page 4 of 34 

 Releases associated with the long‐term onsite chrome plating facility: Salt Lake Chrome Plating 
has occupied the site for more than 40 years. Observations made during the site reconnaissance 
indicated releases had occurred at the site and sampling conducted at the site in 2019 reported 
detections of heavy metals and halogenated VOCs that exceed unrestricted land use standards 
(e.g., EPA MCLs, VISLs and RSLs), which represents a REC. 

 Release associated with the historical east‐adjoining dry cleaning and truck maintenance: The 
east‐adjoining, up‐gradient property was reportedly a dry‐cleaning facility (main building) with 
onsite truck maintenance (western building that adjoins the site to the east) from the 1940s to at 
least the 1970s, possibly into the mid‐1980s. Previous investigations have taken place on the 
property itself, the site, and other surrounding properties. Detections of chlorinated solvents and 
benzene reported on the site exceed the EPA MCLs and residential VISLs. The documented 
impacts from releases associated with the eastern‐adjoining property represents a REC to the site. 

The Phase I ESA report recommended conducting additional investigation to evaluate subsurface 
conditions associated with the identified RECs. 
3.2 SUBSURFACE INVESTIGATION REPORT, OCTOBER 2019
Salt Lake Chrome provided a Subsurface Investigation Report, dated October 8, 2019, prepared by 
Intermountain Environmental Consultants, Inc.  The investigation included advancing five (5) borings 
(BH‐1 to BH‐5) on the south, west and north side of the Chrome building and one located north of a 
warehouse along Brooklyn Avenue.  Soil and groundwater samples were analyzed for a truncated VOC 
8206 list and RCRA metals.  Hexavalent chromium analysis was not conducted as part of this assessment. 
Based on review of this report, the following was concluded: 

 VOCs (which included chlorinated solvents) were not detected above residential RSLs. 

 Total chromium and lead were detected in shallow soil adjacent to the Chrome building.  TCLP 
analysis on these elevated concentration samples did not indicate the potential to leach to onsite 
groundwater. 

 Arsenic was detected in all samples above the industrial RSL. 

 VOCs were detected in BH‐5 above the EPA VISL, but below the MCL. BH‐5 was located adjacent 
and cross‐ to down‐gradient of the off‐site dry cleaners to the east. 

 Total arsenic was detected above the MCL in all the groundwater samples analyzed.  It should be 
noted that the September 2020 investigation did not detect arsenic (dissolved) in groundwater at 
or above the RSL, with the exception of B‐1 and B‐5. 
3.3 LIMITED SITE INVESTIGATION REPORT, SEPTEMBER 2020
Based on the conclusions of the Phase I ESA dated June 20, 2020, a Phase II ESA (Limited Site Investigation, 
dated September 4, 2020) was performed by Terracon Consultants Inc.  A total of eleven (11) soil borings 
(B‐1 thru B‐11) were advanced on the Site. The soil borings were advanced to a maximum depth of 15 feet 
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below the ground surface (bgs).  Five (5) of the soil borings (B‐1, B‐2, B‐3, B‐5, and B‐6) were converted to 
permanent monitoring wells to monitor groundwater.  Soil and groundwater collected from the 
investigation indicated the following: 

 Surface soils impacted by metals: Elevated detections of arsenic, lead, and hexavalent chromium 
are present in surficial soils west of the chrome building (1050 Washington) and in the north area 
of the Site. Historical aerial photographs showed apparent storage of soil or other materials 
during the same time period that the north area of the Site was occupied by an assay company. 
The full extent and degree of metals‐impacted soils in these areas has not been defined. 

 Subsurface soil and groundwater impacted by chromium: Soil and groundwater have reported 
detections of hexavalent chromium that exceed residential screening levels (RSLs) and maximum 
contaminant level (MCLs), respectively. The extent of the release of hexavalent chromium has not 
been defined. *It should be noted that Nickel was also detected above RSLs, however was not 
addressed in this report. 

 Groundwater impacted by volatile organic compounds: Benzene, chloroform, and trichloroethene 
(TCE) were reported in groundwater at detections that exceed residential target groundwater 
concentration for the vapor intrusion screening levels (VISLs). Benzene exceeded the commercial 
target groundwater concentration VISL in one location within the chrome building. Other VOCs 
were also detected, but detections were less than the residential target groundwater 
concentration VISLs and MCLs. 

Sources of these VOCs were not identified in soil samples collected at the Site. It is anticipated that the 
TCE impacts detected on the northern portion of the Site are related to the documented off‐site dry 
cleaner release east of the Site. An off‐site evaluation is further discussed in Section 8 and additional 
documentation is provided in Appendix D of this report. 
3.4 ADDITIONAL SUBSURFACE INVESTIGATION, MARCH 2021
Additional subsurface investigation field activities were conducted in March 2021, specifically to address 
requirements to further evaluate the nature and extent of impacts previously detected in onsite urban 
fill, vadose zone soils and shallow groundwater.  A total of 28 soil borings (SB‐1 thru SB‐13 and B‐12 thru 
B‐26) were advanced on the Site. 

The following activities were performed on the Site: 

 In the northwest area of the Site (near B‐3), soil borings (SB‐2, SB‐3, SB‐4, SB‐5 and B‐13) were 
advanced to 1) confirm or deny the presence of hexavalent chromium detected above RSLs and, 
2) provide additional information on its extent. PSI collected one soil sample from each boring at 
a depth of 0‐1 foot within onsite fill. The five shallow soil samples and one lower soil sample (B‐
13 [1‐3 ft]) was submitted for laboratory analysis of arsenic, lead and hexavalent chromium.  

 To further evaluate the nature and extent of hexavalent chromium, sixteen soil borings (B‐13, B‐
19 to B‐26 and SB‐2, SB‐3, SB‐4 SB‐5, SB‐10, SB‐11 and SB‐12) were advanced on the Site. PSI 
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collected two soil samples from each boring.  One surface soil sample was collected at a depth of 
0‐2 feet and a subsurface soil sample was collected from approximately 5‐8 feet bgs in native soil 
and directly above the static groundwater measured previously measured at the Site. 

 To further evaluate the nature and extent of lead and arsenic, 28 soil borings (B‐12 to B‐26 and 
SB‐1 to SB‐13) were advanced on the Site. One sample was collected at a depth ranging from 0‐2 
feet, within onsite fill, and one immediately below the fill material in native soil. These soil borings 
were installed to a depth ranging from approximately 4 to 15 feet bgs. 

 To further evaluate the north and northwest area of the Site for potential impacts from onsite fill 
material, a surface soil sample (SB‐1) was collected in the northwestern portion of the Site near 
B‐1. Furthermore, two additional surface soil samples (B‐12, B‐13) were collected and analyzed 
for RCRA metals. These samples were collected at a depth of 0‐1 foot, within onsite fill.   
3.5 ADDITIONAL SUBSURFACE INVESTIGATION, MAY 2021
Based on the results of the March investigation and to further characterize the Site, nine boring locations 
(B‐27, B‐28, B‐29 and HA‐1 to HA‐6) were advanced on the Site and in the east‐adjoining right of way 
(ROW).  A ROW Encroachment Permit was obtained for the installation of B‐28 and B‐29. 

 To further characterize chromium on the Site, three borings (B‐27, B‐28 and B‐29) were advanced 
to 15 feet bgs for soil and groundwater sample collection. Boring B‐27 was converted into a 
permanent monitoring well. Borings B‐28 and B‐29 (located in the ROW) were converted into 
temporary monitoring wells. Furthermore, existing monitoring well MW‐2 was sampled. Soil 
samples were submitted for laboratory analysis of total chromium and hexavalent chromium by 
EPA Method 7196A. Groundwater samples were submitted for laboratory analysis of total 
chromium and hexavalent chromium by speciation method BAL‐4300 via IC‐ICP‐MS. 

 To further characterize arsenic and lead in shallow urban fill soils, six surface soil samples from 
hand auger borings (HA‐1 to HA‐6) were collected for laboratory analysis of arsenic and lead by 
EPA Method 6020.  

 To further evaluate the potential of lead leaching into groundwater, soil sample SB‐6; (4,530 
milligrams per kilogram (mg/kg), was submitted for TCLP lead analysis using EPA Method 
1311/6020. 

 To further characterize arsenic and lead groundwater, samples were collected from wells B‐1, B‐5, 
B‐27, B‐28 and B‐29 and were submitted for laboratory analysis of dissolved arsenic and dissolved 
lead using EPA 6020. 

 To further evaluate the presence of VOCs (benzene and chloroform) in groundwater, samples 
were collected from wells B‐27, B‐28 and B‐29 for laboratory analysis for VOCs using EPA Method 
8260B. 

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3.6 SUPPLEMENTAL SITE CHARACTERIZATION WORK PLAN – SOUTHERN PORTION, FEBRUARY
2022
Based on DERR’s Environmental Assessment (EA) comment letter dated July 21, 2021, DERR agreed the 
Northern Portion of the site had been characterized and a Remedial Action Plan (RAP) and Quality 
Assurance Project Plan (QAPP), both dated December 2, 2021, was submitted to DERR for review and is 
currently pending Public Comment.  DERR also requested a Site Characterization Work Plan for the 
southern portion of the Site to further characterize impacts. Formal approved of the Work Plan by DERR 
was received on December 8, 2021. 
In January 17 through 20, 2022, the supplemental site characterization activities were completed which 
included the completion of two hand augers (HA‐10 and HA‐11), two soil borings and temporary 
monitoring wells (B‐30 and B‐31), and low‐flow groundwater sampling of the six (6) permanent monitoring 
wells (B‐1, B‐2, B‐3, B‐5, B‐6 and B‐27).  Below summarizes the January 2022 sampling event. 
SOIL (Compressors Area) 
Two shallow soil samples (HA‐10 and HA‐11) were collected in close proximity to onsite compressors 
located on the eastern side of the 1050 Washington (chrome plating) building in a localized area of visual 
oil‐based staining.  Soil samples were collected by hand at the 0‐8 inch depth bgs. Each soil sample was 
screened with a PID and documented in daily field notes. 
The soil samples were analyzed for VOCs using SW846 8260D, PAHs using SW846 8270D, TPH‐DRO using 
EPA Method EPA 8015D modified, and TRPH ‐ O & G using EPA Method EPA 1664B. 
GROUNDWATER (B‐29 Area) 
To further evaluate dissolved hexavalent and total chromium detected in B‐29, a temporary monitoring 
well to the east (B‐30), and a temporary monitoring well to the south (B‐31) of former soil boring B‐29 
was completed.  A Right of Way (ROW) Encroachment Permit was acquired, and upon approval, a traffic 
control plan was prepared prior to the offsite investigation.  Upon approval, PSI notified the local utility 
alert service to mark public utilities in the proposed area of drilling and also subcontracted a private utility 
locater in order to check the area around these borings for existing private underground utilities. 
During drilling activities, continuous soil samples were collected for lithologic logging and screening with 
an Organic Vapor Analyzer – Photo Ionization Detector (OVA‐PID). PSI did not observe PID readings, or 
visual staining in either of the borings, therefore, as presented in the approved work plan, soil sampling 
for laboratory analysis was not conducted.   
Shallow groundwater was observed at each location at approximately 7‐8 feet bgs. Upon completion of 
the soil boring, the location was converted into a temporary monitoring well for the collection of a shallow 
groundwater sample. The temporary wells were constructed of 1‐inch diameter poly vinyl chloride (PVC) 
casing with a 10‐foot, and a pre‐packed 0.01‐inch slotted screen.  
A low flow peristaltic pump with dedicated tubing was utilized for the collection of the groundwater 
sample. Groundwater samples were collected immediately into laboratory supplied sampling containers, 
with the exception of dissolved metals, which were filter filtered with a 0.45‐micron inline groundwater 
filter.  Each sample was labeled and placed into an ice‐filled cooler for hand delivery to the laboratory. 
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Groundwater samples were analyzed for benzene using SW846 8260D, dissolved total chromium using 
SW846 6020B, and dissolved hexavalent chromium using EPA Method 1636 (SW7196A).   

Due to very slow recharge rates of these temporary monitoring, the sample was collected prior to the 
sampling location becoming “dry”.  Due to these slow recovery rates, geochemical field parameters 
(dissolved oxygen, temperature, pH, oxidation‐reduction potential, conductivity, and turbidity) could not 
be collected during low‐flow sampling.   

Upon completion, the temporary well was removed, and the soil boring will be plugged with bentonite 
chips and hydrated with water to approximately 2 inches below grade and capped with asphalt patch.   

GROUNDWATER (Permanent Monitoring Wells) 

On January 19 and 20, 2022, PSI conducted a groundwater sampling event as part of these delineation 
activities and collected groundwater samples for laboratory analysis. Groundwater samples were 
collected from the existing groundwater monitoring wells (B‐1, B‐2, B‐3, B‐5, B‐6, and B‐27). On January 
19, 2022, Lincoln Grevengoed, DERR project manager, was onsite observing sample collection activities. 

Prior to purging and sampling, each monitoring well was gauged to measure depth to groundwater 
relative to the top of casing and total depth to assess potential sediment infiltration over time.  An 
electronic water level meter was used to measure the depth to water and total well depth.   

A low flow peristaltic pump with dedicated tubing was utilized for the collection of each groundwater 
sample. The dedicated tubing was connected to a YSI flow through cell for the collection of water quality 
parameters (temperature, pH, electrical conductance, dissolved oxygen (DO), and oxidation‐reduction 
potential (ORP) prior to sample collection.  Purge rates were routinely measured from each monitoring 
well and ranged from 125 to <200 ml/per minute. It should be further noted that recharge rates observed 
at the Site during characterization activities, indicated a very slow recharge rate.   

Groundwater samples were placed directly into laboratory provided containers and placed in a dedicated 
sample cooler for delivery to the laboratory under a chain‐of‐custody protocol.  

To evaluate the presence of VOCs (TCE, benzene, and chloroform), dissolved hexavalent chromium and 
total chromium and to further verify dissolved arsenic and lead in groundwater, samples were submitted 
for laboratory analysis for VOCs using SW846 8260D, dissolved arsenic, chromium and lead using SW846 
6020B, and dissolved hexavalent chromium using EPA Method 1636 (SW7196A). 

The following sections of this report summarize the results of the prior investigations reviewed above and 
identifies the known lateral and vertical extent of the primary COCs for the Site.   

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4 PRIMARY CONTAMINANTS OF CONCERN
Based on the results of environmental investigations conducted to date, the subsurface zones and the 
associated primary COCs for each zone are as follows:  

 Surface soil (shallow urban fill): Primary COCs for surface soils are metals from historical urban setting, 
historic site operations and historic assay operations (testing of metal ore to determine quality).  

 Surface soil (localized – compressor area): Primary COCs for surface soils are TPH related from 
historical operation of the compressors located on the west side of the 1050 Washington building.  

 Vadose Zone Soil: Primary COCs for vadose zone soils are metals and VOCs, associated with the east‐
adjoining dry cleaning and truck maintenance facility and long‐term on‐Site chrome plating 
operations. 

• Groundwater: Primary COCs for on‐Site groundwater are dissolved metals and VOCs, associated with 
the historical east‐adjoining dry cleaning and truck maintenance facility and long‐term on‐Site chrome 
plating operations. 

 Initial investigations reported metals detections that included concentrations of total chromium. 
Therefore, hexavalent chromium analysis was conducted and based on analytical results, it has been 
determined that hexavalent chromium is the dominate chromium species in the on‐Site soil and 
groundwater samples. Therefore, hexavalent chromium is considered the primary COC for this 
assessment. 

This report will focus on the magnitude and extent of these primary COCs for the north and south areas 
of the Site. 
4.1 DELINEATION CRITERIA
Site characterization is performed to determine the areas and COCs at a site and to delineate the 
nature/extent of contamination. Site characterization is also performed to “clear” suspected areas from 
further activities. If contamination is detected above an accepted screening level, further characterization 
should be conducted both laterally and vertically in all affected medium. 

Primary COCs in shallow soils (urban fill), vadose zone soils and groundwater will be characterized for the 
north area and south area of the site.  Primary COC delineated criteria will be established to residential 
standards, EPA MCLs and/or the Salt Lake County established upper most background levels for arsenic. 
4.2 SCREENING LEVELS
Soil results were compared to residential and industrial EPA Regional Screening Levels (RSLs), updated 
May 2021, for Target Cancer Risk of 1E‐06 and a Target Hazard Quotient (THQ) of 1.0.  

Shallow surface soil results adjacent the compressors were also compared to Initial Screening Levels (ISLs) 
and risk‐based Tier 1 Screening Levels (Tier 1) for petroleum at leaking underground storage tank sites. 
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Soil results for arsenic were compared to the upper most background Salt Lake County arsenic level of 
43.0 mg/kg based on the US Geological Survey (USGS) National Geochemical Survey for Salt Lake County 
Utah background levels for metals by county. 
https://mrdata.usgs.gov/geochem/doc/averages/countydata.htm 

Groundwater results were compared to EPA maximum contaminant levels (MCL) and the Utah 
Department of Environmental Quality's (UDEQ) Initial Screening Levels (ISLs) and risk‐based Tier 1 
Screening Levels (Tier 1) for petroleum at leaking underground storage tank sites. 

To evaluate potential vapor intrusion from VOC impacts, groundwater results were compared to the EPA's 
Target Groundwater Concentration from the Vapor Intrusion Screening Levels (VISL) calculator for 
residential and industrial properties (Target Cancer Risk = 1E‐06; Target Hazard Quotient = 1).   

Soil and groundwater results comparisons are performed for general data screening purposes. 
5 FIELD ACTIVITIES AND PROTOCOL
Activities conducted at the site have been completed according to the QAPP and SOPs therein.  The SOPS 
submitted to DERR as attached to the 2021 Site Characterization Report were incorporated into the QAPP, 
dated December 2, 2021, and submitted to DERR.  Refer to the site QAPP for specific SOPs or other 
revenant information.  The following is a summary of activities and protocols as presented in the QAPP.   
5.1 DRILLING METHODS
Direct‐push technology (Geoprobe®) was used to advance soil borings, collect soil core samples and  install 
wells. The direct‐push sampling rod was lined with a disposable Macro‐Core® acetate liner for collection 
of continuous, 2‐inch diameter soil cores from each location.   
5.2 FIELD SCREENING
Soil core partitions were collected for field screening of volatile organic vapors using a photoionization 
detector (PID) for VOC headspace analysis and potential laboratory submission. Field screening included 
visual examination of soil cores for staining and other anomalies, followed by collecting PID headspace 
readings.   

Field headspace readings were collected by filling a plastic Ziploc® bag approximately ½‐full and allowing 
sufficient time for organic vapors to volatilize under ambient conditions. The air contained in the 
headspace of the bag was then measured using a PID equipped with a 10.6eV lamp.  The PID instrument 
was calibrated according to manufacturer specifications prior to use each sampling day.  

The boring logs included in Appendix B, provide the PID screening results and outline the individual 
samples collected.  Field screening was conducted in accordance with Standard Operating Procedure 
(SOP) 101, provided in QAPP. 
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5.3 WELL INSTALLATION
Temporary Monitoring Wells 
Based on Site operations and access limitations, 17 temporary monitoring wells have been installed on 
the Site. Temporary monitoring wells were advanced using a stainless‐steel screen‐point sampling system 
(deconned before each sampling location). Approximately 1‐2 gallons of groundwater was purged prior 
to sample collection using a peristaltic pump on a low flow setting. At some select locations, temporary 
monitoring wells were observed to become “dry” after approximately 0.5 gallons. 

Following sampling, the temporary monitoring wells were abandoned, the borehole was plugged with 
hydrated bentonite and the boring locations were capped with an appropriate surface cover (i.e., asphalt 
or concrete). Boring abandonment was conducted in accordance with SOP 105, provided in QAPP. 

Permanent Monitoring Wells 
Currently there are six permanent monitoring wells on the Site (B‐1, B‐2, B‐3, B‐5, B‐6 and B‐27) 
Permanent monitoring wells were advanced to a total depth of 15 feet bgs. The monitoring wells are 
constructed of two‐inch outer diameter Schedule 40 polyvinyl chloride (PVC) well casing with 10 feet of 
slotted well screen (0.010‐inch slot size).  A silica sand filter pack was installed in the annulus from the 
bottom of screen to approximately two feet above the top of screen. At B‐27, the slotted screen was pre‐
packed with a filter pack prior to completion as listed above. Hydrated bentonite and/or a 
concrete/bentonite slurry was installed above the sand pack to approximately one‐foot bgs. An 
expandable J‐plug was installed in the top of the casing to prevent run‐off from infiltrating the well casing.  
Surface completion included a concreted pad incasing a flush‐mount traffic‐rated monitoring well vault to 
protect the top of the well casing. 

Wells were developed by surging and purging at least 10 casing volumes of water or until the groundwater 
was free of sediment and were allowed to return to static water levels prior to sampling. Well 
development was conducted in accordance with SOP 104, provided in QAPP. 
5.4 SOIL SAMPLING
During the advancement of the soil borings, soil samples were collected from each boring and submitted 
for laboratory analysis. Surface and subsurface soil samples were collected from the interval of most likely 
environmental impact based on field observations and PID readings. Soil samples were collected in 
laboratory supplied containers, using EPA collection method 5021 for VOC analysis. Sample containers 
were labeled with sample‐specific identifiers (e.g., sample ID, date, time, etc.) prior to sample collection, 
sealed, and immediately placed in designated sample coolers for laboratory submission.   

Soil sample intervals submitted for laboratory analysis are provided in the boring logs in Appendix B. Soil 
sampling was conducted in accordance with SOP 102, provided in QAPP. 
5.5 GROUNDWATER SAMPLING
Prior to groundwater sampling, the monitoring wells were gauged to measure depth to static groundwater 
relative to the top of casing.  Water level measurements are discussed in Section 2.3.  Each monitoring 
well was sampling using a new disposable bailer or disposable poly tubing in conjunction with a peristaltic 
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pump. Geochemical data, depth to water, and additional sampling observations are presented as 
Appendix B. 

Groundwater samples were collected in laboratory supplied containers. Groundwater sample containers 
were labeled with sample‐specific identifiers (e.g., sample ID, date, time, etc.) prior to sample collection, 
sealed, and immediately placed in designated sample coolers for laboratory submission. Groundwater 
samples collected for dissolved metals analysis were field filtered prior to preservation.  
5.6 INVESTIGATIVE DERIVED WASTE
Investigative Derived Waste (IDW) included spent personal protective equipment (PPE), soil cuttings, 
purge water and spent cleaning fluids. Equipment decontamination consisted of a phosphate‐free 
detergent (e.g., Alconox®) solution and potable water rinses. Sampling equipment was cleaned and 
decontaminated to further maintain sample quality.  Accordingly, non‐dedicated sampling equipment in 
contact with potentially contaminated media was cleaned and decontaminated prior to reuse.  

PPE was managed as municipal solid waste.  Soil cuttings and purged groundwater were placed in 
55‐gallon drums and staged in a secure location within the 1050 Washington warehouse portion of the 
buildings on the Site. The IDW was staged onsite until disposal was arranged by Salt Lake Chrome via their 
onsite waste disposal vender. Management of IDW and decontamination of equipment was conducted in 
accordance with SOP 106, SOP 107 and SOP 108, provided in QAPP. 
5.7 LABORATORY ANALYSIS
Samples collected were secured under a chain of custody prior to delivery to the laboratory. Samples were 
submitted to American National Environmental Laboratory Accreditation Program (NELAP) laboratories. 
Laboratory sample submission was conducted in accordance with SOP 109, provided in QAPP. The primary 
COCs and their associated analytical methods are as follows: 

COC Soil Analytical Method Groundwater Analytical Method 
Total Chromium 7196A and 7199 6020B, 7196A, 7199 and BAL‐4300 
(speciation)* 
Hexavalent Chromium 7196A and 7199 7196A, 7199 and BAL‐4300 (speciation)* 
Arsenic 6020B 6020B 
Lead 6020B 6020B 
VOCs 8260B/8260D 8260B/8260D 
PAHs 8270E 8270E 
TPH‐DRO Modified 8015D Modified 8015D 
TRPH‐O&G 1664A 1664A 
Notes: 
‘* ‐ Select groundwater samples were also submitted for laboratory analysis of total chromium and hexavalent chromium by 
speciation method BAL 4300 via IC‐ICP‐MS (Laboratory SOP is provided in QAPP). 
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5.8 DOMESTIC WATER SUPPLY SURVEY
Based on information regarding the locations of water wells provided by the Utah Division of Water Rights 
webpage (accessed in May 2021). No domestic water wells are located within a one‐mile radius 
downgradient of the Site.  Based on the absence of domestic water supply wells, the urbanized setting 
where domestic water is supplied by the Salt Lake City Public Works Department and the low quality of 
the water in the underlying shallow aquifer system, PSI believes that no further evaluation of domestic 
water wells is necessary.  

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6 NORTH AREA CHARACTERIZATION
6.1 SURFACE SOILS
Table 2 summarizes analytical results for primary COCs in surface soils on the north portion of the Site.  

Metals detections in surface soils (primarily shallow urban fill) were less than residential RSLs, except for 
arsenic and lead. 

Arsenic 
Arsenic and lead detections in surface soil samples were greater than the upper most background level of 
43.0 mg/kg for arsenic and the residential RSL of 400 mg/kg for lead.  Arsenic and lead concentrations in 
surface soils is illustrated in Figure 5 and Figure 6, respectively. 

Arsenic detections above the upper most background level was reported in samples from SB‐3 at 124 
mg/kg, SB‐4 at 427 mg/kg, HA‐6 at 116 mg/kg and B‐27 at 138 mg/kg. Arsenic detections in surface soil 
samples surrounding these locations (SB‐1, BH‐5, B‐3, B‐12, B‐13, B‐14, SB‐2, and SB‐5) were below the 
upper most background level for arsenic.   

Samples collected from soil borings HA‐1 and HA‐2 were advanced to assess metals concentrations in the 
northeast area, just south of buildings 259 and 255 Brooklyn Ave. Arsenic detections in HA‐1 and HA‐2 
were below the uppermost background level for arsenic. 

Soil samples collected from below the observed fill and within the vadose zone were detected below the 
upper most background level for arsenic. 

Lead 
Lead detections in samples SB‐3, SB‐4, HA‐6 and B‐27 were greater than the industrial RSL. Lead detections 
above the residential and industrial RSLs were reported in samples from SB‐3 at 424 mg/kg, from SB‐4 at 
1,410 mg/kg and from B‐27 at 6,050 mg/kg. Lead detections in surface soil samples surrounding these 
locations (SB‐2, SB‐3, SB‐5, B‐13, B‐14, B‐12, B‐28, HA‐1 and HA‐2) were below the residential RSL of 400 
mg/kg for lead.  Soil samples collected from below the observed fill and within the vadose zone were 
below the residential RSL. 

The remaining metals detections in surface soils on the north portion of the Site were less than residential 
RSLs.  

Arsenic and lead are commonly associated metals with exceedances that are found in the same areas of 
the Site. Management of potentially impacted urban fill material is anticipated to be managed via soil 
excavation under an UDEQ Voluntary Cleanup Program (VCP) approved Remedial Action Plan (RAP).  

PSI has concluded that the primary COCs in surface soils on the north area of the Site have been 
delineated to the applicable delineation criteria.   
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6.2 VADOSE ZONE SOILS
For the purposes of this report vadose zone soils are defined as soils below urban fill (ranging from 
approximately 0.5 feet to 2 feet bgs and above the water table). Table 3 summarizes analytical results of 
primary COCs in vadose zone soils on the north portion of the Site. 

Based on prior environmental investigations (Section 3.2 and 3.3), VOCs in vadose zone soils on the north 
area of the Site have been reported to be below laboratory detection limits and/or below residential 
screening criteria.  

RCRA Metals analyzed in the vadose soils on the north portion of the Site have been reported to be below 
the upper most background of 43.0 mg/kg for arsenic and the residential RSLs for the remaining metals. 
Arsenic and lead concentrations in the vadose zone is illustrated in Figure 7 and Figure 8, respectively. 

PSI has concluded that COCs in the vadose zone soils on the north area of the Site have been delineated 
to the applicable delineation criteria.   
6.3 GROUNDWATER
Table 4 and Table 5 summarizes analytical results of primary COCs in groundwater on the north area of 
the Site. 

A groundwater sample collected from BH‐5 in 2019 was analyzed for total metals. Detections of total 
arsenic, total lead and total chromium were reported above the EPA MCLs and/or the Utah Groundwater 
Quality Standards (GWQS). Groundwater samples collected for further evaluation following the 2019 
sampling event were analyzed for dissolved metals. Arsenic and lead concentrations in groundwater are 
illustrated in Figure 9 and Figure 10, respectively. 

Groundwater samples collected to further assess the lateral extent of dissolved metals in the onsite 
groundwater reported detections of dissolved metals below the MCL and or the GSQW screening values.  

VOCs in groundwater samples collected on the north area of the Site have been reported to be below 
laboratory detection limits and/or below the applicable MCLs, with the exception of B‐27.  PCE and TCE 
were detected in groundwater at a concentration of 0.00965 mg/L and 0.00521 mg/L above the residential 
MCL of 0.005 mg/L. Detections of TCE was reported in groundwater samples BH‐5 and B‐2 that are below 
the residential MCL but above the residential VISL. There are no detections of PCE or TCE in the onsite 
soils indicating an onsite release. Therefore, it is concluded that chlorinated solvent groundwater 
detections are originating from an off‐site source (previously documented as a release site of chlorinated 
solvent) to the east (see Section 8) of the site.  

To mitigate potential vapor intrusion concerns upon redevelopment, engineered barriers such as a vapor 
barrier and/or ground level parking are likely to be included as part of the RAP and long‐term Site 
Management Plan under the VCP.  

PSI has concluded that COCs in groundwater on the north area of the Site has been delineated to the 
applicable delineation criteria.   
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7 SOUTH AREA CHARACTERIZATION
7.1 SURFACE SOILS
Table 6 summarizes analytical results of primary COCs in surface soils on the south area of the Site. 

Metals detections in surface soils (primarily shallow urban fill) were less than residential RSLs, except for 
arsenic, lead and hexavalent chromium. Arsenic, lead and hexavalent chromium detections in surface soil 
samples were greater than the upper most background level of 43.0 mg/kg for arsenic, the residential RSL 
of 400 mg/kg for lead and the residential RSL of 0.3 mg/kg for hexavalent chromium.  Arsenic, lead and 
hexavalent chromium concentrations in surface soils is illustrated in Figure 5, Figure 6 and Figure 12, 
respectively. 

Arsenic detections above the upper most background level was reported in samples from B‐4 at 113 
mg/kg, B‐5 at 183 mg/kg, SB‐6 at 138 mg/kg, and SB‐13 at 222 mg/kg. Arsenic detections in surface soil 
samples surrounding these locations (29 sample locations, see Figure 5 and Table 6) were below the upper 
most background level for arsenic.  Soil samples collected from below the observed fill and within the 
vadose zone were below the upper most background level for arsenic. 

Lead detections above the residential and industrial RSLs were reported at concentrations ranging from 
545 mg/kg to 4,530 mg/kg (in SB‐6) with an average detection of 366 mg/kg. Lead impacts were reported 
from sample locations west and northwest of the buildings. Lead detections in shallow soil samples 
surrounding these areas were below the residential RSL. Soil samples collected from below the observed 
fill and within the vadose zone were below the residential RSLs for lead. 

Arsenic and lead are commonly associated metals with exceedances that are found in the same areas of 
the Site. 

Hexavalent chromium exceedances are found in surface soil samples collected from the south interior and 
south exterior of the building at 1050 Washington (B‐8, B‐9, SB‐10 and SB‐11). Hexavalent chromium 
detections in surface soil samples surrounding these locations (B‐7, B‐10, B‐11, B‐19, B‐20, B‐21, B‐23, 
B‐22, B‐25, B‐26, B‐28, B‐29 and SB‐12) were below the residential RSL of 0.3 mg/kg for hexavalent 
chromium. Hexavalent chromium exceedances were found in soil samples collected from the vadose zone 
and are further discussed in the following Section.  

TPH‐DRO and TRPH exceedances are found in a localized area immediately adjacent compressors located 
on the exterior of the building at 1050 Washington (HA‐10 and HA‐11).  

Management of potentially impacted urban fill material and the localized area of TRPH impacts within the 
urban fill extents is anticipated to be managed via soil excavation under an UDEQ Voluntary Cleanup 
Program (VCP) approved Remedial Action Plan (RAP). 

PSI has concluded that the extent of COCs in the surface soils on the south area of the Site have been 
delineated to the applicable delineation criteria.  Delineation of the vertical extent of hexavalent 
chromium in the south area of the Site are discussed in the following Section.  
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7.2 VADOSE ZONE SOILS
For the purposes of this report vadose zone soils are defined as soils below urban fill (ranging from 
approximately 1 foot to 2 feet bgs and above the water table). Table 7 summarizes analytical results of 
COCs in the vadose zone on the south portion of the Site. 

Based on prior environmental investigations (Section 3.2 and 3.3) VOCs in vadose zone soils on the south 
area of the Site have been reported to be below laboratory detection limits and/or below residential 
screening criteria. 

Arsenic detections in the vadose zone were less than the upper most background level of 43.0 mg/kg for 
arsenic and/or residential RSLs, except for one exceedance in sample SB‐12 (5 ft). Based on the boring log, 
this vadose zone sample was collected from the base of the boring where refusal was encountered. 
Therefore, the lateral and vertical extent of arsenic in the surface soils and vadose zone soils has been 
delineated to the applicable delineation criteria. Arsenic concentrations in the vadose zone soils is 
illustrated in Figure 7. 

Hexavalent chromium exceedances were reported in vadose zone samples collected from samples B‐8 (8 
ft), B‐9 (8 ft) and B‐10 (7 ft).  Hexavalent chromium concentrations in vadose zone samples surrounding 
these locations (B‐4, B‐5, B‐6, B‐7, B‐10, B‐11, B‐19, B‐20, B‐21, B‐22, B‐23, B‐28, B‐29, SB‐10 and SB‐12) 
were below laboratory MDLs.  

Hexavalent chromium in vadose zone samples reported exceedances in sampled collected at the capillary 
fringe (approximately 8‐feet bgs). Therefore, the lateral and vertical extent of hexavalent chromium in the 
surface soils and vadose zone soils has been delineated to the applicable delineation criteria. Hexavalent 
chromium concentrations in the vadose zone soils are illustrated in Figure 13. 

PSI has concluded that COCs in the vadose zone soils on the south area of the Site have been delineated 
to the applicable delineation criteria.   
7.3 GROUNDWATER
Groundwater samples collected from BH‐1, BH‐2, BH‐3 and BH‐4 in 2019 were analyzed for total metals 
in 2019. Detections of total arsenic, total lead and total chromium were reported above the EPA MCLs 
and/or the Utah Groundwater Quality Standards (GWQS). Groundwater samples collected for further 
evaluation following the 2019 sampling event were analyzed for dissolved metals to assess soil to 
groundwater leaching of metals reported in shallow urban fill soils. 

Dissolved arsenic and dissolved lead detections were reported in groundwater samples collected from B‐5 
(at 6.5 feet and at 8 feet) that were above the MCL during the August 17, 2020, sampling event. Dissolved 
arsenic and lead detections were reported in B‐5 (at 6 feet) were below the MCL during the May 6, 2021, 
sampling event. Dissolved lead detections were reported in B‐5 (at 6 feet) were below the MCL during the 
January 2022 sampling event; however, dissolved arsenic was detected above the MCL in January 2022. 
Dissolved arsenic detections in groundwater samples surrounding this location (B‐5) are below the 
associated MCLs.  

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PSI has concluded that dissolved lead concentrations in the on‐Site groundwater do not exceed 
applicable delineation criteria and dissolved arsenic is localized to B‐5.  

Arsenic and lead concentrations in groundwater is illustrated in Figure 9 and Figure 10, respectively.  

Total (dissolved) chromium detections were reported in groundwater samples B‐9 and B‐10. These 
samples were also analyzed for dissolved hexavalent chromium to assess what chromium species is 
present in the on‐Site groundwater. Dissolved hexavalent chromium detections were reported in 
groundwater samples collected from B‐9, B‐10, B‐25, B‐26 and B‐29.  

Dissolved hexavalent chromium detections were reported in groundwater samples collected from B‐5 in 
2021 above the MCL.  In February 2022, dissolved hexavalent chromium was not detected in B‐5 above 
the MDL.  

Total and hexavalent chromium concentrations have exceeded residential screening criteria under the 
chrome building (1050 Washington) and in Washington Street (roadway) southeast of the site (B‐29). 
Hexavalent chromium concentrations surround these locations have reported detections that are below 
residential screening criteria. The established groundwater gradient is toward the northwest, and the 
concentration of hexavalent chromium in sample B‐25 is significantly less than reported concentrations 
in groundwater sample collected from B‐29. Dissolved hexavalent and total chromium was not detected 
in groundwater samples obtained from temporary wells located at B‐30 or B‐31. 

PSI has concluded that the extent of total and hexavalent chromium in groundwater has been 
delineated to the applicable delineation criteria.   

Total Chromium and hexavalent chromium concentrations in groundwater is illustrated in Figure 14 and 
Figure 15, respectively. 

VOCs in groundwater samples collected on the south area of the Site were reported to be below 
laboratory detection limits and/or below residential screening criteria, except for benzene.  

Benzene detections in groundwater samples collected from B‐7, B‐25, B‐28 and B‐29 were reported above 
the residential screening level of 0.005 mg/L.  Benzene detections in groundwater samples surrounding 
these locations were below the MCL. The highest detections of benzene were from samples collected 
from borings B‐28 (and B‐29, located off the Site in the east‐adjoining roadway. Locations B‐30 and B‐31 
also detected benzene in groundwater however at lower concentrations. B‐28 is located in close proximity 
and immediately downgradient of a former UST area east of the site.  Based on concentration gradients, 
groundwater flow, historical UST location on the eastern upgradient property, and historical groundwater 
concentrations of benzene throughout the eastern adjacent site detected above the EPA MCL, benzene 
appears to be attributed to an offsite release. 

To mitigate potential vapor intrusion concerns upon redevelopment, engineered barriers such as a vapor 
barrier and/or ground level parking are likely to be included as part of the RAP and long‐term Site 
Management Plan under the VCP.  The potential vapor intrusion risk posed from VOC detections reported 
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in on‐Site groundwater samples are further discussed in Section 9. Benzene concentrations in 
groundwater are illustrated in Figure 11.  

8 OFF SITE EVALUATION
The east‐adjoining Quality Linen site, located at 1024 South 200 West, Salt Lake City, Utah, was first 
developed with single‐family residences in the early 1940s. Quality Linen began laundry cleaning 
operations at the site in 1947 in a basement of one of the former residences. Over the years, the 
residences were removed, and the laundry operations were expanded. Dry cleaning operations were 
reportedly conducted from the existing facility from the 1960s until approximately 1985.  

The current laundry facility (UniFirst Uniform Services) is 1. 92 acres in size and is located on five separate 
parcels including a 52,974‐square‐foot main laundry facility constructed in 1956 and expanded in the 
1990s. The main building is utilized for washing, drying, shipping, receiving, and storage of linens. An 
11,340‐square‐foot maintenance and storage building constructed in the 1950s and expanded in the 
1990s is used for general vehicle and plant maintenance and storage of delivery trucks, equipment, and 
other supplies.  Several trench floor‐drains and an oil/water separator are located inside the building. 

In April 2008, a review of historic documentation from the Quality Linen site identified the following areas 
of concern for the east‐adjoining property: 

 Historical Dry‐Cleaning Operations 
 Former Kerosene Above Ground Storage Tank (AST) 
 Former UST 
 Water Treatment ASTs and Chemical Storage 
 Underground Brine Pit 
 Maintenance Building Operations 

Results of subsurface investigations performed in 2008 identified several locations in which VOC 
concentrations exceeded the U.S. EPA Region 9 Preliminary Remediation Goals (PRGs) for soil and federal 
maximum contaminant levels (MCLs) for groundwater. The primary contaminants of concern at the site 
are chlorinated solvents, including tetrachloroethene (PCE) and trichloroethene (TCE), along with their 
biodegradation daughter products cis 1,2‐dichloroethene (DCE) and vinyl chloride. Other chlorinated 
solvents detected at the site include trans 1,2‐dichloroethene, 1, 1‐dichloroethene, and 
1,2‐dichloroethane.  Benzene detections at most of the groundwater sampling locations were in 
exceedance of the EPA MCL of 5 ug/L. The 2008 investigations concluded that the benzene impact 
appeared to be consistent across the east‐adjoining property and was most likely unrelated to the former 
underground storage tank (UST) system. The highest chlorinated solvent constituent concentrations 
within the groundwater were detected outside the northwest corner of the Quality Linen main building. 
PCE concentrations were reported ranging from 16 mg/L to 120 mg/L above the MCL of 0.005 mg/L. TCE 
concentrations were reported ranging 1.5 mg/L to 17 mg/L above the MCL of 0.005 mg/L. 

In addition, and based on this reporting, benzene was detected in “most of the groundwater sampling 
locations in exceedance of the federal MCL of 5 g/L” or 0.005 mg/L.  The adjacent site was historically 
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utilized for maintenance of vehicles and a former UST was located approximately 50 feet to the east of 
soil boring B‐28. 

Based on the location of the soil and groundwater impacts and presumed groundwater flow direction to 
the west‐northwest, it was likely that impacts had migrated offsite. The extent of PCE/TCE groundwater 
impacts are illustrated in the groundwater plume diagram provided in Appendix D (Wasatch 
Environmental Inc., 2010).  

Based on previous investigations documented in the Wasatch Environmental Remedial 
Investigation/Feasibility Study groundwater plume diagrams (Wasatch Environmental Inc., 2010) it is 
clearly evident that the east‐adjoining groundwater impacts have migrated onto the Site.  
9 VAPOR INTRUSION EVALUATION
To evaluate vapor intrusion (VI) concerns associated with VOC exceedances in the on‐Site groundwater, 
the VISL calculator provided target groundwater concentration vapor intrusion screening levels for 
residential and commercial properties. 

Furthermore, benzene detections reported in groundwater samples B‐11, B‐18 and B‐23 and chloroform 
detections reported in groundwater samples B‐7, B‐9, B‐22 and B‐25 are above the residential VISL on the 
south area of the Site. There are no detections of benzene or chloroform in the soils or groundwater on 
the Site, with the exception of chlorinated solvents (e.g., PCE, TCE), these groundwater detections appear 
to be originating from an off‐site source to the southeast (see Section 8).  
10 QUALITY ASSURANCE/QUALITY CONTROL
Sampling was performed using environmental industry SOPs, properly operated and calibrated 
equipment, and appropriately trained environmental professionals.   Quality Assurance/Quality Control 
(QA/QC) samples were collected to verify precision, accuracy, representativeness, completeness, 
comparability, and sensitivity parameters within established QA/QC criteria. Laboratory SOPs were 
followed for analytical testing.  The analytical laboratories were required to meet sensitivity requirements 
for the generation of Level III data package. 

The purpose of the data validation process is to ensure completeness and accuracy of field methods, 
proper sample handling, and laboratory analysis and reporting procedures consistent with EPA 
requirements. Using this approach, project decisions were made using only accurate and defensible data 
representative of site conditions.   

Laboratory analytical methods followed standard Solid Waste (SW‐846) methods and other industry 
standard  methods  such  as  ion chromatography inductively coupled plasma mass spectrometry (IC‐ICP‐
MS) method for trivalent and hexavalent chromium. 

Field QA/QC was assessed through the collection and analysis of field duplicate samples.  Field QA/QC 
procedures included collection of duplicate soil and groundwater samples at a rate of 10% of samples for 
each matrix collected and submitted for laboratory analysis.    
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Assessment of duplicate sample results were performed by calculating the relative percent difference 
(RPD) between the duplicate sample and the parent sample. RPD values were not calculated for samples 
and associated duplicates that exhibited non‐detected concentrations and or non‐detect concentrations 
with associated detected concentrations.  RPD values for soil and groundwater duplicate samples were 
below a 35% difference in soil samples and below a 10 % difference in groundwater samples.  
Groundwater RPDs that fall outside of these comparison values (benzene and toluene in groundwater 
Dup‐3/B‐18), exhibited unrepresentative RPD calculations due to the extremely low concentration values 
(e.g., 7.4E‐04; the lower the concentration value the higher the RPD will inherently be). Based on 
evaluation of RPD of duplicate samples, no additional data evaluation was necessary concerning field 
duplicate precision.  It should be noted that water matrix samples can be readily duplicated due to their 
homogeneous nature; however, the duplication of soil samples is much more difficult due to their non‐
homogeneous nature. 

Laboratory QA/QC results (e.g., laboratory blank, matrix spike, matrix spike duplicate) were within 
acceptable ranges based on the internal Level III data validation procedures performed by the analytical 
laboratories.  Because of the wide range of constituents and variety of matrices incorporated by most EPA 
methods, it is common for some compounds to fall outside of established ranges. These exceptions were 
evaluated by the laboratory and the reported data was listed as valid and useable and not rejected. 

Field and laboratory analytical protocol and associated QA/QC requirements are listed in the SOPs 
provided in QAPP. Duplicate/parent sample analytical results are provided in respective analytical tables.  
The laboratory reports for investigations performed in 2019 and 2020 are provided in the appendices of 
the associated investigation reports in Appendix C.  The laboratory reports for investigations performed 
in March and May 2021 and January 2022 are provided in Appendix E which provides additional details 
regarding laboratory QA/QC results.  
10.1 TOXICITY CHARACTERISTIC LEACHING PROCEDURE ASSESSMENT
Surface soils consist primarily of urban fill material that has documented lead and arsenic impacts. To 
assess leaching properties in shallow urban fill samples, lead concentrations that exceeded industrial RSLs 
were further characterized through toxicity characteristic leaching procedure (TCLP) analysis and 
evaluation. Based on TCLP analytical results soil to groundwater leaching does not appear to be a concern 
for the Site. TCLP analytical results are provided in Table 12. 
11 CONCLUSIONS & RECOMMENDATIONS
11.1 CONCLUSIONS
To date, 47 sample locations have been advanced on and off the Site to delineate COCs associated with 
historical and current site use and from potential documented off‐site groundwater impacts from the 
east‐adjoining property. Based on analytical results of COCs in surface soils (urban fill), vadose zone soils 
and groundwater PSI has concluded the following.  Refer to the Figures amended to the report for extent 
diagrams. 

 The primary COCs in surface soils, vadose zone soils and groundwater on the north and south area 
of the Site have been delineated to the applicable delineation criteria.   
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 Hexavalent chromium in vadose zone samples reported exceedances in samples collected at the 
capillary fringe (approximately 8‐feet bgs). Therefore, the lateral and vertical extent of hexavalent 
chromium in the surface soils and vadose zone soils has been delineated to the applicable 
delineation criteria. 

 Total and hexavalent chromium concentrations have exceeded residential screening criteria 
under the chrome plating building (1050 Washington) and in the roadway southeast of the site 
(B‐29). Hexavalent chromium concentrations of these locations have reported detections that are 
below residential screening criteria. PSI has concluded that the extent of total and hexavalent 
chromium has been delineated to the applicable delineation criteria. 

 VOCs in groundwater samples collected on the north area of the Site have been reported to be 
below laboratory detection limits and/or below the applicable MCLs, with the exception of B‐27.  
PCE and TCE were detected in groundwater at a concentration of 0.00965 mg/L and 0.00521 mg/L 
above the residential MCL of 0.005 mg/L. Detections of TCE was reported in groundwater samples 
BH 5 and B 2 that are below the residential MCL but above the residential VISL. There are no 
detections of PCE or TCE in the onsite soils indicating an onsite release. Therefore, it is concluded 
that chlorinated solvent groundwater detections are originating from an offsite source (previously 
documented as a release site of chlorinated solvent) to the east of the site. 

 Benzene detections in groundwater samples collected from B‐7, B‐25, B‐28 and B‐29 were 
reported above the residential screening level of 0.005 mg/L.  Benzene detections in groundwater 
samples surrounding these locations were below the MCL. The highest detections of benzene 
were from samples collected from borings B‐28 and B‐29, located off the Site in the east‐adjoining 
roadway. Locations B‐30 and B‐31 also detected benzene in groundwater however at lower 
concentrations. B‐28 is located in close proximity and immediately downgradient of a former UST 
area east of the site.  Based on concentration gradients, groundwater flow, historical UST location 
on the eastern upgradient property, and historical groundwater concentrations of benzene 
throughout the eastern adjacent site detected above the EPA MCL, benzene appears to be 
attributed to an offsite release. 

 Based on TCLP analytical results soil to groundwater leaching does not appear to be a concern for 
the Site. 

11.2 RECOMMENDATIONS
PSI has concluded that the primary COCs on the Site have been delineated to the appropriate delineation 
screening levels. Therefore, PSI recommends completion of a Remedial Action Plan (RAP) for submittal to 
UDEQ for approval.  RAP activities will likely include soil excavation and confirmatory sampling, 
withdrawal of hexavalent chromium impacted groundwater, the application of an insitu solution to 
convert hexavalent chromium to a less mobile and less toxic element and conducting long term 
performance monitoring.  

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12 RELIANCE
This report is prepared for the exclusive use and reliance of SMH Builders, 269 Brooklyn LLC and 1050 S 
Washington LLC (the Client) and Salt Lake Chrome and Collision Products. Use or reliance by any other 
party is prohibited without the written authorization of the Client and PSI. Reliance on this report by the 
Client and all authorized parties will be subject to the terms and conditions stated in the contract 
Agreement between the Client and PSI. The limitation of liability defined in the Agreement is the 
aggregate limit of PSI’s liability to the client and all relying parties.  
13 WARRANTY
Please note, the information is being provided for review or approval by the Utah Department of 
Environmental Quality (UDEQ).  

PSI warrants that the findings and conclusions reported herein were conducted in general accordance 
with typical industry practices employed for environmental site investigations, and sampling guidance 
developed by UDEQ and/or USEPA. However, these findings and conclusions contain all of the limitations 
inherent in these methodologies which are referred to in the standard guide and some of which are more 
specifically set forth below.  

This report has been developed to provide the client with information regarding apparent indications of 
environmental conditions relating to the Site.  It is necessarily limited to the conditions observed and to 
the information available at the time of the work. The assessment and conclusions presented herein were 
based upon the subjective evaluation of limited data.  They may not represent all conditions at the Site as 
they reflect the information gathered from specific locations.  PSI warrants that the findings and 
conclusions contained herein have been promulgated in accordance with generally accepted 
environmental investigation methodology and only for the site described in this report. 

Due to the nature of the work conducted to date, there is a possibility that there may exist conditions 
which could not be identified within the scope of the assessment, or which were not apparent at the time 
of report preparation.  It is also possible that the testing methods employed at the time of the report may 
later be superseded by other methods.  The description, type, and composition of what are commonly 
referred to as "hazardous materials or conditions" can also change over time.  PSI does not accept 
responsibility for changes in the state of the art, nor for changes in the scope of various lists of hazardous 
materials or conditions. PSI believes that the findings and conclusions provided in this report are 
reasonable.  However, no other warranties are implied or expressed. 

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14 REFERENCES
Intermountain Environmental Consultants, 2019. Subsurface Investigation Report, Salt Lake Chrome 
Plating, 1050 Washington Street, Salt Lake City, Utah 84115. October 8. 

Swanson, William R. and Lamie, Pamela, 2010. Urban Fill Characterization and Risk‐Based Management 
Decisions – A Practical Guide. Proceedings of the Annual International Conference on Soils, Sediment, 
Water and Energy. Vol 12, Article 9, January. Available at: 
https://scholarworks.umass.edu/soilsproceedings/vol12/iss1/9 

Terracon Consultants Inc, 2020. Phase I Environmental Site Assessment (ESA) Report, Warehouse, Storage 
Yards and a Chrome Plating Facility, 255, 259 and 269 Brooklyn Avenue & 1038 and 1050 Washington 
Street, Salt Lake City, Salt Lake County, Utah. Project No. 61207172. June 30.  

Terracon Consultants Inc, 2020. Limited Site Investigation Report, Warehouse, Storage Yards and a 
Chrome Plating Facility, 255, 259 and 269 Brooklyn Avenue & 1038 and 1050 Washington Street, Salt Lake 
City, Salt Lake County, Utah. Project No. 61207268. September 4. 

US Geological Survey (USGS), National Geochemical Survey Database. Background metals values cited are 
concentrations for Salt Lake County, Utah. Accessed May 25, 2021. 
http://mrdata.usgs.gov/geochem/doc/averages/countydata.htm 

Wallace, Janae and Lowe, Mike, 2008. Ground‐Water Quality Classification for the Principal Basin‐Fill 
Aquifer, Salt Lake Valley, Salt Lake County, Utah. Utah Geologic Survey. August 25. 

Wasatch Environmental Inc., 2010. Remedial Investigation/Feasibility Study, Quality Linen, 1024 South 
200 West, Salt Lake City, Utah (Project No 1076‐006B). April 12. pg. 1‐40. 

FIGURES 

FIGURE 1 – AREA TOPOGRAPHIC MAP
Salt Lake Chrome Plating and Collision Products
Brooklyn Avenue & Washington Street
Salt Lake City, Utah
SOURCE:
USGS “Salt Lake City North, UT; Fort
Douglas, UT; Salt Lake City South,
UT; and Sugar House, UT ” 7.5 Minute
Quadrangles 1998 and 1999
SOURCE:
USGS “Salt Lake City North, UT; Fort
Douglas, UT; Salt Lake City South,
UT; and Sugar House, UT ” 7.5 Minute
Quadrangles 1998 and 1999
02791734-1
PROJECT NO.PROJECT NO.

TABLES 

Monitoring 
Well ID
Measurement 
Date Easting (x) Northing (y)TOC Elevation     
(feet amsl)
Static Water Level    
(feet below TOC)
Groundwater 
Elevation 
(Feet amsl)
B-1 3/11/2021 7440997.257 1529770.160 4,231.07 8.37 4,222.70
B-1 1/17/2022 7440997.257 1529770.160 4,231.07 8.00 4,223.07
B-2 3/11/2021 7441007.122 1529953.099 4,230.20 7.32 4,222.88
B-2 1/17/2022 7441007.122 1529953.099 4,230.20 6.95 4,223.25
B-3 3/11/2021 7440876.516 1529825.805 4,230.97 7.52 4,223.45
B-3 1/17/2022 7440876.516 1529825.805 4,230.97 6.29 4,224.68
B-5 3/11/2021 7440807.893 1529956.267 4,230.03 6.15 4,223.88
B-5 1/17/2022 7440807.893 1529956.267 4,230.03 4.99 4,225.04
B-6 3/11/2021 7440747.150 1530021.997 4,230.34 6.27 4,224.07
B-6 1/17/2022 7440747.150 1530021.997 4,230.34 5.55 4,224.07
B-27 1/17/2022 NS NS NS 6.71 ---
Notes:
TOC = Top of Casing.
amsl = above mean sea level.
NS = Well not surveyed
Groundwater Elevation is measured in feet from TOC above mean sea level (amsl).
Surveyed by Alliance Engineering Inc., March 10, 2021. A State of Utah registered land surveyor.
TABLE 1
GROUNDWATER ELEVATION DATA
SALT LAKE CHROME PLATING AND COLLISION PRODUCTS
255, 259, and 269 Brooklyn Avenue
1036 and 1050 Washington Street
Sample Name Sample Description Date Arsenic Barium Cadmium
Chromium 
(Total)
Chromium 
Hexavalent Lead Mercury Nickel Selenium Silver
Residential RSLs 0.68 15,000 71.0 NE 0.3 400 11 1,500 390 390
Industrial RSLs 3 220,000 980 NE 6.3 800 46 22,000 5,800 5,800
SB‐1 (0‐1 ft) Shallow Fill 3/9/21 7.96 136 0.419 17.8 NA 77.5 0.0543 NA <1.98 0.208
BH‐5 (SS) Shallow Fill 10/8/19 39.8 155 1.46 23.1 NA 131 0.131 <25.1 <2.51 <0.377
B‐3 (0‐1 ft) Shallow Fill 8/17/20 22.8 157 2.69 18.1 <0.291 271 0.174 47.2 <1.15 1.18
B‐12 (0‐1 ft) Shallow Fill 3/9/21 15.4 210 11.3 23.2 NA 131 0.368 NA 0.387 1.36
B‐13 (0‐1 ft) Shallow Fill 3/9/21 10.0 60.7 0.411 10.8 <0.262 7.03 0.0102 NA <2.07 <0.310
B‐28 (0‐1 ft) Shallow Fill 5/6/21 NA NA NA 50.6 <0.258 NA NA NA NA NA
SB‐2 (0‐1 ft) Shallow Fill 3/9/21 12.3 NA NA NA <0.263 115 NA NA NA NA
SB‐3 (0‐1 ft) Shallow Fill 3/9/21 124 NA NA NA <0.261 424 NA NA NA NA
SB‐5 (0‐1 ft) Shallow Fill 3/9/21 23.0 NA NA NA <0.266 59.9 NA NA NA NA
SB‐6 (0‐1 ft) Shallow Fill 3/9/21 138 NA NA NA NA 4,530 NA NA NA NA
HA‐1 (0‐1 ft) Shallow Fill 5/6/21 22.1 NA NA NA NA 88.9 NA NA NA NA
HA‐1 (1ft) Shallow Fill 5/6/21 20.2 NA NA NA NA 54.4 NA NA NA NA
HA‐2 (0‐1 ft) Shallow Fill 5/6/21 26.7 NA NA NA NA 245 NA NA NA NA
HA‐7 (0‐1 ft) Shallow Fill 6/7/21 9.98 NA NA NA NA 6.04 NA NA NA NA
HA‐8 (0‐1 ft) Shallow Fill 6/7/21 13.4 NA NA NA NA 74.1 NA NA NA NA
HA‐9 (0‐1 ft) Shallow Fill 6/7/21 9.14 NA NA NA NA 44.1 NA NA NA NA
B‐27 (0‐2 ft) Shallow Fill 5/6/21 138 NA NA 37.7 <0.259 6,050 NA NA NA NA
2 Background Ranges Mean 22.1 NE NE NE NE 296 NE NE 0.871 NE
Low 4.0 NE NE NE NE 21.3 NE NE 0.215 NE
High 43.0 NE NE NE NE 1,963 NE NE 1.68 NE
3  95% Site‐Specific Confidence Calculation Mean 13.6 NE NE NE NE 296 NE NE 0.871 NE
TABLE 2
NORTH AREA SURFACE SOIL METALS
ANALYTICAL RESULTS SUMMARY
SALT LAKE CHROME PLATING AND COLLISION PRODUCTS
255, 259, and 269 Brooklyn Avenue
Results in milligrams per kilogram (mg/kg)
1  ‐ EPA Regional Screening Levels (May 2021) for residential and industrial properties (Target Cancer Risk = 1E‐06; Target Hazard Quotient = 1) cited.
2  ‐ Background metals are used for comparison purposes only. 
      Background metals values cited are concentrations for Salt Lake County, Utah from the US Geological Survey, National Geochemical Survey Database
      http://mrdata.usgs.gov/geochem/doc/averages/countydata.htm
3  ‐ Site Specific 95% Confidence  (UCL)
SS ‐ Surface Soil Sample
NA ‐ not analyzed
NE ‐ not established
BOLD ‐ exceeds the most conservative residential and industrial screening levels.  For Arsenic, exceeds site‐specific background calculation.
Sample Name Sample 
Description Date Arsenic Barium Cadmium
Chromium 
(Total)
Chromium 
Hexavalent Lead Mercury Nickel Selenium Silver
Residential RSLs 0.68 15,000 71.0 NE 0.3 400 11 1,500 390 390
Industrial RSLs 3 220,000 980 NE 6.3 800 46 22,000 5,800 5,800
B‐1 (11.5 ft) Native Soil 8/17/20 4.74 234 <0.5469 16.5 NA 12.9 <0.0242 11.6 <1.36 <0.286
B‐2 (6.5 ft) Native Soil 8/17/20 5.27 169 <0.634 10 NA 4.28 <0.0281 7.18 <1.58 <0.333
B‐3 (1‐3 ft) Native Soil 8/17/20 4.14 32 <0.451 5.38 <0.283 3.42 <0.0200 3.78 <1.12 <0.237
B‐3 (3‐5 ft) Native Soil 8/17/20 2.32 79.5 <0.476 4.77 <0.299 2.88 <0.0211 4.39 <1.18 <0.249
B‐12 (2‐3 ft) Native Soil 3/9/21 5.84 170 1.28 22.0 NA 12.3 0.0242 NA 0.411 <0.403
B‐13 (1‐3 ft) Native Soil 3/9/21 7.72 90.2 0.406 8.82 <0.308 18.5 0.0179 NA 0.227 <0.343
B‐27 (6 ft) Native Soil 5/6/21 NA NA NA 38.4 <0.386 NA NA NA NA NA
B‐28 (6 ft) Native Soil 5/6/21 NA NA NA 54.1 <0.433 NA NA NA NA NA
2 Background Ranges Mean 22.1 NE NE NE NE 296 NE NE 0.871 NE
Low 4.0 NE NE NE NE 21.3 NE NE 0.215 NE
High 43.0 NE NE NE NE 1,963 NE NE 1.68 NE
3  95% Site‐Specific Confidence Calculation Mean 13.6 NE NE NE NE 296 NE NE 0.871 NE
TABLE 3
NORTH AREA SUBSURFACE SOIL METALS
ANALYTICAL RESULTS SUMMARY
SALT LAKE CHROME PLATING AND COLLISION PRODUCTS
255, 259, and 269 Brooklyn Avenue
Results in milligrams per kilogram (mg/kg)
1  ‐ EPA Regional Screening Levels (May 2021) for residential and industrial properties (Target Cancer Risk = 1E‐06; Target Hazard Quotient = 1) cited.
2  ‐ Background metals are used for comparison purposes only. 
      Background metals values cited are concentrations for Salt Lake County, Utah from the US Geological Survey, National Geochemical Survey Database
      http://mrdata.usgs.gov/geochem/doc/averages/countydata.htm
3  ‐ Site Specific 95% Confidence  (UCL)
SS ‐ Surface Soil Sample
NA ‐ not analyzed
NE ‐ not established
BOLD ‐ exceeds the most conservative residential and industrial screening levels.  For Arsenic, exceeds site‐specific background calculation.
Sample 
Name Date Arsenic Barium Cadmium
Chromium 
(Total)
Chromium 
Hexavalent*Lead Mercury Nickel Selenium Silver
1 Screening Levels
MCL 0.01 2.0 0.005 0.1 0.000035 a 0.015 0.002 NE 0.05 NE
Samlpe Depth Sample Decription GWQS 0.05 2.0 0.005 0.1 NE 0.015 0.002 NE 0.05 0.1
BH‐5 7‐8 feet Total Metals 10/8/19 0.0365 0.901 0.00218 0.118 NA 0.0993 0.000133 0.182 0.0123 <0.00200
B‐1 9 feet Dissolved 8/17/20 0.01 0.0713 <0.000478 <0.00149 <0.000150 <0.00249 <0.000100 0.0049 0.00115 <0.000513
B‐1 8.37 feet Dissolved 3/11/21 0.00453 NA NA NA NA NA NA NA NA NA
B‐1 8.50 feet Dissolved 5/6/21 0.00488 NA NA NA NA <0.00200 NA NA NA NA
B‐1 8.00 feet Dissolved 1/19/22 0.00664 NA NA <0.0400 <0.00500 <0.00200 NA NA NA NA
B‐2 8 feet Dissolved 8/17/20 0.00934 0.0531 <0.000478 <0.00149 NA <0.00249 <0.000100 0.00652 0.00281 <0.000513
B‐2 7.32 feet Dissolved 3/11/21 NA NA NA <0.0200 <0.00239 NA NA NA NA NA
B‐2 7.32 feet Dissolved 3/11/21 NA NA NA NA <0.000150 NA NA NA NA NA
B‐2 7.32 feet Dissolved 5/6/21 NA NA NA <0.00429 <0.000304 NA NA NA NA NA
B‐2 6.95 feet Dissolved 1/19/22 0.00596 NA NA <0.0400 <0.00500 <0.00200 NA NA NA NA
B‐3 9 feet Dissolved 8/17/20 0.00576 0.0515 <0.000478 <0.00149 0.00027 <0.00249 <0.000100 0.00567 0.00371 <0.000513
B‐3 6.29 feet Dissolved 1/19/22 0.00857 NA NA <0.0400 <0.00500 <0.00200 NA NA NA NA
B‐12 7.5 feet Dissolved 3/9/21 0.00263 NA NA <0.00200 <0.00239 <0.00200 NA 0.00283 NA NA
B‐13 7.5 feet Dissolved 3/9/21 0.00272 NA NA NA <0.00239 <0.00200 NA 0.00767 NA NA
B‐27 7.0 feet Dissolved 5/6/21 NA NA NA <0.00429 <0.000305 NA NA NA NA NA
B‐27 6.71 feet Dissolved 1/20/22 <0.00400 NA NA <0.0400 <0.00500 <0.00200 NA NA NA NA
B‐28 7.0 feet Dissolved 5/6/21 NA NA NA <0.00429 <0.000305 NA NA NA NA NA
DUP #3 (B‐3)6.71 feet Dissolved 1/20/22 0.00863 NA NA <0.0400 <0.00500 <0.00200 NA NA NA NA
1  ‐ EPA Regional Screening Levels (May 2021) for residential and industrial properties (Target Cancer Risk = 1E‐06; Target Hazard Quotient = 1) cited.
a ‐ No GWQS or EPA MCL screening ctiteria established for CrVI, the Tap Water hexavalent chromium screening value utilized.
MCL ‐ U.S. Environmental Protection Agency's (EPA's) Maximum Contaminant Levels (MCLs) for drinking water (Target Cancer Risk = 1E‐06; Target Hazard Quotient = 1)
GWQS ‐ Utah Ground Water Quality Protection Program, Table 1 of R317‐6‐2.1
NA ‐ not analyzed
NE ‐ not established
Red Bold ‐ exceeds MCL
TABLE 4
NORTH AREA GROUNDWATER METALS
ANALYTICAL RESULTS SUMMARY
SALT LAKE CHROME PLATING AND COLLISION PRODUCTS
255, 259, and 269 Brooklyn Avenue
Results in milligrams per liter (mg/L)
BH‐5B‐1B‐1B‐2B‐2B‐3B‐3 DUP #3 (B‐3) B‐27 B‐27 B‐28
Volatile Organic Compounds (VOCs)
MCL VISL
(Residential)
VISL
(Industrial) ISL Tier 1
08/19/2020 08/19/2020 1/19/2022 08/19/2020 1/19/2022 08/19/2020 1/19/2022 1/19/2022 5/6/2021 1/19/2022 5/6/2021
ACETONE NE 22,500 94,500 NE NE NA <0.0113 <0.0010 <0.0113 <0.0010 <0.0113 <0.0010 <0.0010 <0.010 <0.0010 <0.010
ACRYLONITRILE NE 0.00732 0.032 NE NE NA <0.000671 NA <0.000671 NA <0.000671 NA NA <0.002 NA <0.002
BENZENE 0.005 0.00159 0.00693 0.005 0.3 NA <0.0000941 <0.00200 <0.0000941 <0.00200 <0.0000941 <0.00200 <0.00200 <0.002 <0.00200 0.01218
BROMOBENZENE NE 0.62 2.6 NE NE <0.00200 <0.000118 NA <0.000118 NA <0.000118 NA NA <0.002 NA <0.002
BROMODICHLOROMETHANE 0.08 0.000876 0.00382 NE NE <0.00200 <0.000136 <0.00200 <0.000136 <0.00200 <0.000136 <0.00200 <0.00200 <0.002 <0.00200 <0.002
BROMOFORM 0.08 0.117 0.51 NE NE <0.00200 <0.000129 <0.00200 <0.000129 <0.00200 <0.000129 <0.00200 <0.00200 <0.002 <0.00200 <0.002
BROMOMETHANE NE 0.0174 0.073 NE NE <0.00500 <0.000605 <0.00500 <0.000605 <0.00500 <0.000605 <0.00500 <0.00500 <0.005 <0.00500 <0.005
N‐BUTYLBENZENE NE NE NE NE NE NA <0.000157 NA <0.000157 NA <0.000157 NA NA <0.002 NA <0.002
SEC‐BUTYLBENZENE NE NE NE NE NE NA <0.000125 NA <0.000125 NA <0.000125 NA NA <0.002 NA <0.002
TERT‐BUTYLBENZENE NE NE NE NE NE NA <0.000127 NA <0.000127 NA <0.000127 NA NA <0.002 NA <0.002
CARBON DISULFIDE NE NE NE NE NE NA NA <0.00200 NA <0.00200 NA <0.00200 <0.00200 <0.002 <0.00200 0.00596
CARBON TETRACHLORIDE 0.005 0.000415 0.00181 NE NE <0.00200 <0.000128 <0.00200 <0.000128 <0.00200 <0.000128 <0.00200 <0.00200 <0.002 <0.00200 <0.002
CHLOROBENZENE 0.1 0.41 1.72 NE NE <0.00200 <0.000116 <0.00200 <0.000116 <0.00200 <0.000116 <0.00200 <0.00200 <0.002 <0.00200 <0.002
CHLORODIBROMOMETHANE 0.08 NE NE NE NE <0.00200 <0.000140 NA <0.000140 NA <0.000140 NA NA <0.002 NA <0.002
CHLOROETHANE NE 23 96.5 NE NE <0.00200 <0.000192 <0.00200 <0.000192 <0.00200 <0.000192 <0.00200 <0.00200 <0.002 <0.00200 <0.002
CHLOROFORM 0.08 0.000814 0.00355 NE NE <0.00200 <0.000111 <0.00200 <0.000111 <0.00200 <0.000111 <0.00200 <0.00200 <0.002 <0.00200 <0.002
CHLOROMETHANE NE 0.26 1.09 NE NE <0.00300 <0.000960 <0.00300 <0.000960 <0.00300 <0.000960 <0.00300 <0.00300 <0.002 <0.00300 <0.002
2‐CHLOROTOLUENE NE NE NE NE NE <0.00200 <0.000106 NA <0.000106 NA <0.000106 NA NA <0.002 NA <0.002
4‐CHLOROTOLUENE NE NE NE NE NE <0.00200 <0.000114 NA <0.000114 NA <0.000114 NA NA <0.002 NA <0.002
1,2‐DIBROMO‐3‐CHLOROPROPANE 0.0002 0.0000281 0.00034 NE NE <0.00500 <0.000276 <0.00500 <0.000276 <0.00500 <0.000276 <0.00500 <0.00500 <0.002 <0.00500 <0.005
1,2‐DIBROMOETHANE 0.00005 0.000176 0.000769 NE NE <0.00200 <0.000126 <0.00200 <0.000126 <0.00200 <0.000126 <0.00200 <0.00200 <0.002 <0.00200 <0.002
DIBROMOMETHANE NE 0.124 0.521 NE NE <0.00200 <0.000122 <0.00200 <0.000122 <0.00200 <0.000122 <0.00200 <0.00200 <0.002 <0.00200 <0.002
1,2‐DICHLOROBENZENE 0.6 2.66 11.2 NE NE <0.00200 <0.000107 <0.00200 <0.000107 <0.00200 <0.000107 <0.00200 <0.00200 <0.002 <0.00200 <0.002
1,3‐DICHLOROBENZENE NE NE NE NE NE <0.00200 <0.000110 <0.00200 <0.000110 <0.00200 <0.000110 <0.00200 <0.00200 <0.002 <0.00200 <0.002
1,4‐DICHLOROBENZENE 0.075 0.00259 0.0113 NE NE <0.00200 <0.000120 <0.00200 <0.000120 <0.00200 <0.000120 <0.00200 <0.00200 <0.002 <0.00200 <0.002
DICHLORODIFLUOROMETHANE NE 0.00744 0.0312 NE NE <0.00200 <0.000374 <0.00200 <0.000374 <0.00200 <0.000374 <0.00200 <0.00200 <0.002 <0.00200 <0.002
1,1‐DICHLOROETHANE NE 0.00764 0.0334 NE NE <0.00200 <0.000100 <0.00200 <0.000100 <0.00200 <0.000100 <0.00200 <0.00200 <0.002 <0.00200 <0.002
1,2‐DICHLOROETHANE 0.005 0.00224 0.00978 NE NE <0.00200 <0.0000819 <0.00200 <0.0000819 <0.00200 <0.0000819 <0.00200 <0.00200 <0.002 <0.00200 <0.002
1,1‐DICHLOROETHENE 0.007 0.195 0.821 NE NE <0.00200 <0.000188 <0.00200 <0.000188 <0.00200 <0.000188 <0.00200 <0.00200 <0.002 <0.00200 <0.002
CIS‐1,2‐DICHLOROETHENE 0.07 NE NE NE NE 0.0183 <0.000126 <0.00200 0.00728 0.0101 <0.000126 <0.00200 <0.00200 0.0239 0.0314 0.00236
TRANS‐1,2‐DICHLOROETHENE 0.1 NE NE NE NE <0.00200 <0.000149 <0.00200 0.000559 <0.00200 <0.000149 <0.00200 <0.00200 0.0328 0.0602 <0.002
1,2‐DICHLOROPROPANE 0.005 0.00658 0.0287 NE NE <0.00200 <0.000149 <0.00200 <0.000149 <0.00200 <0.000149 <0.00200 <0.00200 <0.002 <0.00200 <0.002
1,1‐DICHLOROPROPENE NE NE NE NE NE <0.00200 <0.000142 <0.00200 <0.000142 <0.00200 <0.000142 <0.00200 <0.00200 <0.002 <0.00200 <0.002
1,3‐DICHLOROPROPANE NE NE NE NE NE <0.00200 <0.000110 <0.00200 <0.000110 <0.00200 <0.000110 <0.00200 <0.00200 <0.002 <0.00200 <0.002
CIS‐1,3‐DICHLOROPROPENE NE NE NE NE NE <0.00200 <0.000111 <0.00200 <0.000111 <0.00200 <0.000111 <0.00200 <0.00200 <0.002 <0.00200 <0.002
TRANS‐1,3‐DICHLOROPROPENE NE NE NE NE NE <0.00200 <0.000118 <0.00200 <0.000118 <0.00200 <0.000118 <0.00200 <0.00200 <0.002 <0.00200 <0.002
2,2‐DICHLOROPROPANE NE NE NE NE NE <0.00200 <0.000161 NA <0.000161 NA <0.000161 NA NA <0.002 NA <0.002
TABLE 5
NORTH AREA GROUNDWATER VOC
ANALYTICAL RESULTS SUMMARY
SALT LAKE CHROME PLATING AND COLLISION PRODUCTS
255, 259, and 269 Brooklyn Avenue
Results in milligrams per liter (mg/L)
1 Screening Levels UDEQ
1  ‐ EPA Regional Screening Levels (May 2021) for residential and industrial properties (Target Cancer Risk = 1E‐06; Target Hazard Quotient = 1)
* ‐ Re‐analyses of hexavalent chromium to achieve lower reporting limits. 
MCL ‐ U.S. Environmental Protection Agency's (EPA's) Maximum Contaminant Levels (MCLs) for drinking water ).  
VISL ‐ U.S. EPA's Target Groundwater Concentration Vapor Intrusion Screening Levels for residential and commercial properties (Target Cancer Risk = 1E‐06; Target Hazard Quotient = 1).  
UDEQ ‐ Utah Department of Environmental Quality's Initial Screening Levels (ISLs) and risk‐based Tier 1 Screening Levels (Tier 1) for petroleum at leaking underground storage tank sites.
MDL ‐ Laboratory's Method Detection Limit; RDL ‐ Laboratory's Reported Detection Limit
NA ‐ not analyzed
NE ‐ not established.  
BOLD ‐ exceeds residential vapor instrusion screening levels.
Red Bold ‐ exceeds MCL
Sample ID
BH‐5B‐1B‐1B‐2B‐2B‐3B‐3 DUP #3 (B‐3) B‐27 B‐27 B‐28
Volatile Organic Compounds (VOCs)
MCL VISL
(Residential)
VISL
(Industrial) ISL Tier 1
08/19/2020 08/19/2020 1/19/2022 08/19/2020 1/19/2022 08/19/2020 1/19/2022 1/19/2022 5/6/2021 1/19/2022 5/6/2021
DI‐ISOPROPYL ETHER NE 6.97 29.3 NE NE NA <0.000105 <0.00200 <0.000105 <0.00200 <0.000105 <0.00200 <0.00200 <0.002 <0.00200 <0.002
1,4‐DIOXANE NE NE NE NE NE NA NA <0.0500 NA <0.0500 NA <0.0500 <0.0500 <0.050 <0.0500 <0.050
ETHYLBENZENE 0.7 0.00349 0.0152 0.7 4 NA 0.0004 <0.00200 <0.000137 <0.00200 <0.000137 <0.00200 <0.00200 <0.002 <0.00200 0.00216
HEXACHLORO‐1,3‐BUTADIENE NE 0.000303 0.00132 NE NE <0.00200 <0.000337 <0.00200 <0.000337 <0.00200 <0.000337 <0.00200 <0.00200 <0.002 <0.00200 <0.002
ISOPROPYLBENZENE NE 0.887 3.73 NE NE NA <0.000105 <0.00200 <0.000105 <0.00200 <0.000105 <0.00200 <0.00200 <0.002 <0.00200 <0.002
P‐ISOPROPYLTOLUENE NE NE NE NE NE NA <0.000120 NA <0.000120 NA <0.000120 NA NA <0.002 NA <0.002
2‐BUTANONE (MEK)NE 2,240 9,410 NE NE NA <0.00119 <0.0100 <0.00119 <0.0100 <0.00119 <0.0100 <0.0100 <0.010 <0.0100 <0.010
METHYLENE CHLORIDE 0.005 0.763 9.23 NE NE <0.00200 <0.000430 <0.00200 <0.000430 <0.00200 <0.000430 <0.00200 <0.00200 <0.002 <0.00200 <0.002
4‐METHYL‐2‐PENTANONE (MIBK)NE 555 2,330 NE NE NA <0.000478 <0.00500 <0.000478 <0.00500 <0.000478 <0.00500 <0.00500 <0.005 <0.00500 <0.005
METHYL TERT‐BUTYL ETHER NE 0.45 1.97 0.2 0.2 NA <0.000101 <0.00200 <0.000101 <0.00200 <0.000101 <0.00200 <0.00200 <0.002 <0.00200 <0.002
NAPHTHALENE NE 0.00459 0.0201 0.7 0.7 NA <0.00100 <0.00200 <0.00100 <0.00200 <0.00100 <0.00200 <0.00200 <0.002 <0.00200 0.00242
N‐PROPYLBENZENE NE 2.43 10.2 NE NE NA <0.0000993 NA <0.0000993 NA <0.0000993 NA NA <0.002 NA <0.002
STYRENE 0.1 9.28 39 NE NE NA <0.000118 <0.00200 <0.000118 <0.00200 <0.000118 <0.00200 <0.00200 <0.002 <0.00200 <0.002
1,1,1,2‐TETRACHLOROETHANE NE 0.00371 0.0162 NE NE <0.00200 <0.000147 <0.00200 <0.000147 <0.00200 <0.000147 <0.00200 <0.00200 <0.002 <0.00200 <0.002
1,1,2,2‐TETRACHLOROETHANE NE 0.00323 0.0141 NE NE <0.00200 <0.000133 <0.00200 <0.000133 <0.00200 <0.000133 <0.00200 <0.00200 <0.002 <0.00200 <0.002
1,1,2‐TRICHLOROTRIFLUOROETHANE NE 0.242 1.02 NE NE <0.00200 <0.000180 <0.00200 <0.000180 <0.00200 <0.000180 <0.00200 <0.00200 <0.002 <0.00200 <0.002
TETRACHLOROETHENE 0.005 0.0149 0.0652 NE NE 0.00241 <0.000300 <0.00200 0.00161 <0.00200 <0.000300 <0.00200 <0.00200 <0.002 0.00965 <0.002
TOLUENE 1 19.2 80.7 1 3 NA <0.000278 <0.00200 <0.000278 <0.00200 <0.000278 <0.00200 <0.00200 <0.002 <0.00200 0.0137
1,2,3‐TRICHLOROBENZENE NE NE NE NE NE <0.00200 <0.000230 <0.00200 <0.000230 <0.00200 <0.000230 <0.00200 <0.00200 <0.002 <0.00200 <0.002
1,2,4‐TRICHLOROBENZENE 0.07 0.0359 0.151 NE NE <0.00200 <0.000481 <0.00200 <0.000481 <0.00200 <0.000481 <0.00200 <0.00200 <0.002 <0.00200 <0.002
1,1,1‐TRICHLOROETHANE 0 7.42 31.1 NE NE <0.00200 <0.000149 <0.00200 <0.000149 <0.00200 <0.000149 <0.00200 <0.00200 <0.002 <0.00200 <0.002
1,1,2‐TRICHLOROETHANE 0.005 0.00521 0.0228 NE NE <0.00200 <0.000158 <0.00200 <0.000158 <0.00200 <0.000158 <0.00200 <0.00200 <0.002 <0.00200 <0.002
TRICHLOROETHENE 0.005 0.00119 0.00743 NE NE 0.00397 <0.000190 <0.00200 0.00199 <0.00200 <0.000190 <0.00200 <0.00200 <0.002 0.00521 <0.002
TRICHLOROFLUOROMETHANE NE NE NE NE NE <0.00200 <0.000160 <0.00200 <0.000160 <0.00200 <0.000160 <0.00200 <0.00200 <0.002 <0.00200 <0.002
1,2,3‐TRICHLOROPROPANE NE 0.0223 0.0937 NE NE <0.00200 <0.000237 <0.00200 <0.000237 <0.00200 <0.000237 <0.00200 <0.00200 <0.002 <0.00200 <0.002
1,2,4‐TRIMETHYLBENZENE NE 0.248 1.04 NE NE NA <0.000322 <0.00200 <0.000322 <0.00200 <0.000322 <0.00200 <0.00200 <0.002 <0.00200 <0.002
1,2,3‐TRIMETHYLBENZENE NE 0.351 1.47 NE NE NA <0.000104 <0.00200 <0.000104 <0.00200 <0.000104 <0.00200 <0.00200 <0.002 <0.00200 <0.002
1,3,5‐TRIMETHYLBENZENE NE 0.175 0.733 NE NE NA <0.000104 <0.00200 <0.000104 <0.00200 <0.000104 <0.00200 <0.00200 <0.002 <0.00200 <0.002
VINYL CHLORIDE 0.002 0.000147 0.00245 NE NE <0.00100 <0.000234 <0.00100 <0.000234 <0.00100 <0.000234 <0.00100 <0.00100 0.00152 <0.00100 <0.001
XYLENES, TOTAL 10 0.385 1.62 10 10 NA 0.00219 <0.00200 <0.000174 <0.00200 <0.000174 <0.00200 <0.00200 <0.02 <0.00200 0.0037
TPH (GC/MS) LOW FRACTION NE NE NE 1 10 NA NA NA <0.108 NA NA NA NA NA NA NA
DRO W/ SGT NE NE NE 1 10 NA NA NA <0.0247 NA NA NA NA NA NA NA
OIL & GREASE (HEXANE EXTR)NE NE NE 10 10 NA NA NA <1.17 NA NA NA NA NA NA NA
1  ‐ EPA Regional Screening Levels (May 2021) for residential and industrial properties (Target Cancer Risk = 1E‐06; Target Hazard Quotient = 1)
* ‐ Re‐analyses of hexavalent chromium to achieve lower reporting limits. 
MCL ‐ U.S. Environmental Protection Agency's (EPA's) Maximum Contaminant Levels (MCLs) for drinking water ).  
VISL ‐ U.S. EPA's Target Groundwater Concentration Vapor Intrusion Screening Levels for residential and commercial properties (Target Cancer Risk = 1E‐06; Target Hazard Quotient = 1).  
UDEQ ‐ Utah Department of Environmental Quality's Initial Screening Levels (ISLs) and risk‐based Tier 1 Screening Levels (Tier 1) for petroleum at leaking underground storage tank sites.
MDL ‐ Laboratory's Method Detection Limit; RDL ‐ Laboratory's Reported Detection Limit
NA ‐ not analyzed
NE ‐ not established.  
BOLD ‐ exceeds residential vapor instrusion screening levels.
Red Bold ‐ exceeds MCL
1 Screening Levels UDEQ
TABLE 5 (Continued)
NORTH AREA GROUNDWATER VOC
ANALYTICAL RESULTS SUMMARY
SALT LAKE CHROME PLATING AND COLLISION PRODUCTS
255, 259, and 269 Brooklyn Avenue
Results in milligrams per liter (mg/L)
Sample ID
Sample Name Sample 
Description Date Arsenic Barium Cadmium Chromium (Total)Chromium 
Hexavalent
Chromium 
Hexavalent*Lead Mercury Nickel Selenium Silver
1 Screening Levels Residential RSLs 0.68 15,000 71.0 NE 0.3 0.3 400 11 1,500 390 390
Industrial RSLs 3 220,000 980 NE 6.3 6.3 800 46 22,000 5,800 5,800
BH‐1 (SS) Shallow Fill 10/8/19 17.6 197 <0.775 113.0 NA NA 6.16 0.0651 <31.0 <3.1 <0.465
1‐TCLP TCLP BH‐1 SS 10/8/19 NA NA NA <0.100 mg/L NA NA NA NA NA NA NA
BH‐2 (SS) Shallow Fill 10/8/19 9.29 153 <0.661 31.3 NA NA 8.04 <0.0534 <26.4 <2.64 <0.396
BH‐3 (SS) Shallow Fill 10/8/19 17.3 119 0.653 19.5 NA NA 31.5 0.0553 <23.9 <2.39 <0.358
BH‐4 (SS) Shallow Fill 10/8/19 21.8 227 2.15 25.2 NA NA 545 0.619 <26.7 <2.67 0.882
4‐TCLP+TCLP BH‐4 SS 10/8/19 NA NA NA NA NA NA <0.0100+NA NA NA NA
B‐4 (0‐1 ft) Shallow Fill 8/17/20 113 925 12.2 30 <0.692 <0.276 968 2.11 172 1.36 10.6
B‐4 (1‐3 ft) Native Soil 8/17/20 14.4 146 1.24 12.6 <0.786 <0.313 42.7 0.0864 10.5 <1.24 0.344
B‐5 (0‐1 ft) Shallow Fill 8/17/20 183 898 6.3 26.7 <0.732 <0.292 555 1.61 597 1.94 8.31
B‐5 (1‐3 ft) Shallow Fill 8/17/20 18.9 300 1.61 19 <0.839 <0.334 202 2.59 24.8 <1.32 1.04
B‐7 (1.5 ft) Shallow Fill 8/17/20 9.4 123 1.61 12.4 <0.764 <0.304 88.3 0.0677 9.05 <1.21 0.261
B‐8 (2 ft) Native Soil 8/17/20 10.2 112 0.57 27.6 <0.784 0.314 33.6 0.0343 11.8 <1.24 <0.261
B‐9 (1.5 ft) Native Soil 8/17/20 19.5 189 2 232 <0.912 1.22 108 0.118 10.6 1.58 0.32
B‐10 (2 ft) Shallow Fill 8/17/20 7.21 117 0.696 10.9 <0.740 <0.295 48.8 0.0604 7.84 <1.17 <0.246
B‐11 (1.5 ft) Native Soil 8/17/20 9.59 129 0.546 12.7 <0.766 <0.305 31.9 0.0294 9.48 <1.21 <0.255
B‐14 (0‐1 ft) Shallow Fill 3/9/21 10.0 NA NA NA NA NA 14.2 NA NA NA NA
B‐15 (0‐1 ft) Shallow Fill 3/9/21 16.5 NA NA NA NA NA 192 NA NA NA NA
B‐16 (0‐1 ft) Shallow Fill 3/9/21 30.8 NA NA NA NA NA 1,090 NA NA NA NA
B‐17 (0‐1 ft) Shallow Fill 3/9/21 23.2 NA NA NA NA NA 127 NA NA NA NA
B‐18 (0‐1 ft) Shallow Fill 3/10/21 37.6 NA NA NA NA NA 892 NA NA NA NA
B‐19 (0‐1 ft) Shallow Fill 3/10/21 12.5 NA NA NA <0.293 NA 41.0 NA NA NA NA
B‐20 (0‐1 ft) Shallow Fill 3/10/21 14.1 NA NA NA <0.339 NA 82.1 NA NA NA NA
B‐21 (0‐1 ft) Shallow Fill 3/10/21 11.2 NA NA NA <0.291 NA 7.70 NA NA NA NA
B‐22 (1‐2 ft) Native Soil 3/10/21 8.39 NA NA NA <0.297 NA 27.3 NA NA NA NA
B‐23 (1‐3 ft) Native Soil 3/10/21 8.60 NA NA NA <0.366 NA 18.4 NA NA NA NA
B‐25 (2 ft) Native Soil 3/11/21 18.0 NA NA NA NA NA 157 NA NA NA NA
B‐26 (2 ft) Native Soil 3/11/21 NA NA NA NA NA NA NA NA NA NA NA
B‐28 (0‐1 ft) Shallow Fill 5/6/21 NA NA NA 50.6 NA <0.258 NA NA NA NA NA
B‐29 (0‐1 ft) Shallow Fill 5/6/21 NA NA NA 25.0 NA <0.261 NA NA NA NA NA
SB‐4 (0‐1 ft) Shallow Fill 3/9/21 427 NA NA NA <0.672 <0.268 1,410 NA NA NA NA
SB‐6 (0‐1 ft) Shallow Fill 3/9/21 138 NA NA NA NA NA 4,530 NA NA NA NA
SB‐7 (0‐1 ft) Shallow Fill 3/9/21 12.0 NA NA NA NA NA 158 NA NA NA NA
SB‐8 (0‐1 ft) Shallow Fill 3/9/21 18.8 NA NA NA NA NA 631 NA NA NA NA
SB‐9 (0‐1 ft) Shallow Fill 3/10/21 17.9 NA NA NA NA NA 81.0 NA NA NA NA
SB‐10 (0‐1 ft) Shallow Fill 3/10/21 9.48 NA NA NA 0.324 NA 11.7 NA NA NA NA
SB‐11 (0‐1 ft) Shallow Fill 3/10/21 8.05 NA NA NA 1.35 NA 15.5 NA NA NA NA
SB‐12 (0‐1 ft) Shallow Fill 3/10/21 32.4 NA NA NA <0.259 NA 7.69 NA NA NA NA
SB‐13 (0‐1 ft) Shallow Fill 3/11/21 222 NA NA NA NA NA 1,070 NA NA NA NA
HA‐3 (0‐1 ft) Shallow Fill 5/6/21 55 NA NA NA NA NA 349 NA NA NA NA
HA‐4 (0‐1 ft) Shallow Fill 5/6/21 16.6 NA NA NA NA NA 542 NA NA NA NA
HA‐5 (0‐1 ft) Shallow Fill 5/6/21 8.15 NA NA NA NA NA 80.4 NA NA NA NA
HA‐6 (0‐1 ft) Shallow Fill 5/6/21 116 NA NA NA NA 1080 NA NA NA NA
2 Background Ranges Mean 22.1 NE NE NE NE NE 296 NE NE 0.871 NE
Low 4.0 NE NE NE NE NE 21.3 NE NE 0.215 NE
High 43.0 NE NE NE NE NE 1,963 NE NE 1.68 NE
3  95% Site‐Specific Confidence Calculation Mean 13.6 NE NE NE NE NE 296 NE NE 0.871 NE
TABLE 6
SOUTH AREA SURFACE SOIL METALS
ANALYTICAL RESULTS SUMMARY
SALT LAKE CHROME PLATING AND COLLISION PRODUCTS
1038 and 1050 S. Washington Street
Results in milligrams per kilogram (mg/kg)
1  ‐ EPA Regional Screening Levels (May 2021) for residential and industrial properties (Target Cancer Risk = 1E‐06; Target Hazard Quotient = 1) cited.
2  ‐ Background metals are used for comparison purposes only. 
      Background metals values cited are concentrations for Salt Lake County, Utah from the US Geological Survey, National Geochemical Survey Database
      http://mrdata.usgs.gov/geochem/doc/averages/countydata.htm
3  ‐ Site Specific 95% Confidence UCL 
SS ‐ Surface Soil Sample
NA ‐ not analyzed
NE ‐ not established
BOLD ‐ exceeds the most conservative residential and industrial screening levels.  For Arsenic, exceeds site‐specific background calculation.
Sample Name Sample Description Date Arsenic Barium Cadmium Chromium (Total)Chromium 
Hexavalent
Chromium 
Hexavalent*Lead Mercury Nickel Selenium Silver
1 Screening Levels Residential RSLs 0.68 15,000 71.0 NE 0.3 0.3 400 11 1,500 390 390
Industrial RSLs 3 220,000 980 NE 6.3 6.3 800 46 22,000 5,800 5,800
B‐4 (3‐5 ft) Native Soil 8/17/20 2.7 97.5 <0.525 12.6 <0.827 <0.330 6.24 <0.0233 8.96 <1.31 <0.275
B‐5 (3‐5 ft) Native Soil 8/17/20 1.59 77.3 <0.501 8.93 <0.789 <0.314 5.59 0.0552 6.59 <1.25 <0.263
B‐6 (6.5 ft) Native Soil 8/17/20 4.52 213 <0.631 28.2 <0.995 <0.397 4.2 <0.0280 12.9 1.83 <0.331
B‐7 (7 ft) Native Soil 8/17/20 9.61 219 <0.633 32.4 <0.997 <0.397 14.7 <0.0280 27.8 2.44 <0.332
B‐8 (8 ft) Native Soil 8/17/20 6.29 226 <0.667 149 <1.05 2.47 7.31 0.0326 161 2.61 <0.350
B‐9 (8 ft) Native Soil 8/17/20 4.95 212 <0.649 140 <1.02 2.27 3.97 <0.0288 348 1.86 <0.340
B‐10 (7 ft) Native Soil 8/17/20 12.3 203 <0.670 25.2 3.93 <0.421 10.8 <0.0297 17.8 2.14 <0.352
B‐11 (8 ft) Native Soil 8/17/20 8.02 206 <0.606 27.9 <0.956 <0.381 12.3 <0.0269 20 1.88 <0.318
B‐15 (3‐4 ft) Native Soil 3/9/21 4.13 NA NA NA NA NA 8.27 NA NA NA NA
B‐16 (2‐3 ft) Native Soil 3/9/21 15.3 NA NA NA NA NA 30.3 NA NA NA NA
B‐19 (6‐7 ft) Native Soil 3/10/21 4.10 NA NA NA <0.419 NA 4.41 NA NA NA NA
B‐20 (6‐7 ft) Native Soil 3/10/21 6.56 NA NA NA <0.390 NA 2.17 NA NA NA NA
B‐21 (6‐7 ft) Native Soil 3/10/21 4.13 NA NA NA <0.387 NA 2.45 NA NA NA NA
B‐22 (6‐7 ft) Native Soil 3/10/21 16.6 NA NA NA <0.365 NA 9.7 NA NA NA NA
B‐23 (6‐7 ft) Native Soil 3/10/21 6.39 NA NA NA <0.259 NA 10.1 NA NA NA NA
B‐25 (7 ft) Native Soil 3/11/21 6.09 NA NA NA NA NA <4.70 NA NA NA NA
B‐26 (7 ft) Native Soil 3/11/21 NA NA NA NA NA NA NA NA NA NA NA
B‐28 (6 ft) Native Soil 5/6/21 NA NA NA 54.1 NA <0.433 NA NA NA NA NA
B‐29 (6 ft) Native Soil 5/6/21 NA NA NA 92.4 NA <0.381 NA NA NA NA NA
SB‐9 (3 ft) Native Soil 3/10/21 16.4 NA NA NA NA NA 21.9 NA NA NA NA
SB‐10 (6‐7 ft) Native Soil 3/10/21 12.1 NA NA NA <0.323 NA 7.62 NA NA NA NA
SB‐11 (6‐7 ft) Native Soil 3/10/21 7.75 NA NA NA <0.364 NA <4.53 NA NA NA NA
SB‐12 (5 ft) Native Soil 3/10/21 46.2 NA NA NA <0.292 NA 197 NA NA NA NA
2 Background Ranges Mean 22.1 NE NE NE NE NE 296 NE NE 0.871 NE
Low 4.0 NE NE NE NE NE 21.3 NE NE 0.215 NE
High 43.0 NE NE NE NE NE 1,963 NE NE 1.68 NE
95% Site‐Specific Confidence Calculation Mean 13.6 NE NE NE NE NE 296 NE NE 0.871 NE
TABLE 7
SOUTH AREA SUBSURFACE SOIL METALS
ANALYTICAL RESULTS SUMMARY
SALT LAKE CHROME PLATING AND COLLISION PRODUCTS
1038 and 1050 S. Washington Street
Results in milligrams per kilogram (mg/kg)
1  ‐ EPA Regional Screening Levels (May 2021) for residential and industrial properties (Target Cancer Risk = 1E‐06; Target Hazard Quotient = 1) cited.
2  ‐ Background metals are used for comparison purposes only. 
      Background metals values cited are concentrations for Salt Lake County, Utah from the US Geological Survey, National Geochemical Survey Database
      http://mrdata.usgs.gov/geochem/doc/averages/countydata.htm
3  ‐ Site Specific 95% Confidence  (UCL)
SS ‐ Surface Soil Sample
NA ‐ not analyzed
NE ‐ not established
BOLD ‐ exceeds the most conservative residential and industrial screening levels.  For Arsenic, exceeds site‐specific background calculation.
Date Arsenic Barium Cadmium Chromium (Total)Chromium 
Hexavalent*Lead Mercury Nickel Selenium Silver
1 Screening Levels
MCL 0.01 2.0 0.005 0.1 0.000035 a 0.015 0.002 NE 0.05 NE
Sample Name Sample Depth Sample Description GWQS 0.05 2.0 0.005 0.1 NE 0.015 0.002 NE 0.05 0.1
BH‐1 7‐8 feet Total Metals 10/8/19 0.0328 0.943 0.00164 0.536 NA 0.0491 <0.0000900 0.564 0.00905 <0.00200
BH‐2 7‐8 feet Total Metals 10/8/19 0.0121 0.576 <0.000700 0.0205 NA 0.00715 <0.0000900 0.0345 0.00683 <0.00200
BH‐3 7‐8 feet Total Metals 10/8/19 0.0170 0.513 0.00175 0.034 NA 0.00856 <0.0000900 0.147 0.00596 <0.00200
BH‐4 7‐8 feet Total Metals 10/8/19 0.0381 1.14 0.00466 0.126 NA 0.148 0.000363 7.57 0.0102 <0.00200
B‐4 Not Encountered Dissolved 8/17/20 NA NA NA NA NA NA NA NA NA NA
B‐5 6.15 feet Dissolved 8/17/20 0.0263 NA NA NA <0.00239 <0.00200 NA 2.79 NA NA
B‐5 8 feet Dissolved 8/17/20 0.0256 0.243 0.000757 0.0163 0.00052 0.0385 <0.000100 3.26 0.00276 0.000623
B‐5 6 feet Dissolved 5/6/21 0.00455 NA NA NA NA <0.00200 NA NA NA NA
B‐5 4.99 feet Dissolved 1/20/22 0.0214 NA NA <0.0400 <0.00500 <0.00200 NA NA NA NA
B‐6 7 feet Dissolved 8/17/20 0.00239 0.323 <0.000478 <0.00149 0.000184 <0.00249 <0.000100 0.01 0.00185 <0.000513
B‐6 5.55 feet Dissolved 1/20/22 <0.00400 NA NA <0.0400 <0.00500 <0.00200 NA NA NA NA
B‐7 7.5 feet Dissolved 8/17/20 0.00339 0.0717 <0.000478 0.00149 0.00104 <0.00249 <0.000100 0.242 0.00522 <0.000513
B‐8 8 feet Dissolved 8/17/20 0.00501 0.08 <0.000478 0.00266 <0.000150 <0.00249 <0.000100 0.0235 0.00146 <0.000513
B‐9 8 feet Dissolved 8/17/20 0.00399 0.0454 <0.000478 1,220 1,080 <0.00249 <0.000100 0.932 0.0129 <0.000513
B‐10 8 feet Dissolved 8/17/20 0.00384 0.0867 <0.000478 0.11 0.185 <0.00249 <0.000100 0.0386 0.00698 <0.000513
B‐11 7.5 feet Dissolved 8/17/20 0.00526 0.0782 <0.000478 0.00242 0.00182 <0.00249 <0.000100 0.0207 0.00244 <0.000513
B‐14 7.0 feet Dissolved 3/9/21 0.00148 NA NA NA <0.00239 <0.00200 NA 0.0147 NA NA
B‐15 7.5 feet Dissolved 3/9/21 0.00221 NA NA NA <0.00239 <0.00200 NA 0.00457 NA NA
B‐16 7.5 feet Dissolved 3/9/21 0.00174 NA NA NA <0.00239 <0.00200 NA 0.00441 NA NA
B‐17 7.5 feet Dissolved 3/9/21 <0.00400 NA NA <0.0200 <0.00239 <0.00200 NA 0.00323 NA NA
B‐18 7.5 feet Dissolved 3/10/21 0.00506 NA NA NA <0.00239 <0.00200 NA 0.00189 NA NA
B‐19 7.0 feet Dissolved 3/10/21 0.00256 NA NA NA <0.00239 <0.00200 NA 0.00598 NA NA
B‐20 7.5 feet Dissolved 3/10/21 0.00370 NA NA <0.0200 <0.00239 <0.00200 NA 0.00168 NA NA
B‐21 7.5 feet Dissolved 3/10/21 0.00198 NA NA <0.0200 <0.00239 <0.00200 NA <0.00400 NA NA
B‐22 7.0 feet Dissolved 3/10/21 0.00241 NA NA <0.0200 <0.00239 <0.00200 NA 0.00773 NA NA
B‐22 7.0 feet Dissolved 3/10/21 NA NA NA NA 0.000295 NA NA NA NA NA
B‐23 7.0 feet Dissolved 3/10/21 0.00617 NA NA <0.0200 <0.00239 <0.00200 NA 0.00216 NA NA
B‐23 7.0 feet Dissolved 3/10/21 NA NA NA NA <0.000150 NA NA NA NA NA
B‐24 not available Dissolved 3/11/21 0.00700 NA NA NA <0.00239 <0.00200 NA 0.0482 NA NA
B‐25 7.5 feet Dissolved 3/11/21 0.00407 NA NA NA 412 <0.00200 NA 0.0154 NA NA
B‐26 7.5 feet Dissolved 3/11/21 0.00266 NA NA NA 193 <0.00200 NA 0.373 NA NA
B‐28 7.5 feet Dissolved 5/6/21 NA NA NA <0.00429 <0.000305 NA NA NA NA NA
B‐29 7.5 feet Dissolved 5/6/21 NA NA NA 7.86 14.4 NA NA NA NA NA
B‐30 8 feet Dissolved 1/17 ‐ 1/18/22 NA NA NA <0.0400 <0.00500 NA NA NA NA NA
B‐31 8 feet Dissolved 1/17 ‐ 1/18/22 NA NA NA <0.0400 <0.00500 NA NA NA NA NA
DUP 1 (B‐14)7.0 feet Dissolved 3/9/21 0.00144 NA NA <0.0400 <0.00239 <0.00200 NA 0.0145 NA NA
DUP 4 (B‐20)7.5 feet Dissolved 3/10/21 0.00342 NA NA NA <0.00239 <0.00200 NA 0.00156 NA NA
DUP 6 (B‐25)7.5 feet Dissolved 3/11/21 NA NA NA NA 420 NA NA NA NA NA
DUP#1 (B‐30)8 feet Dissolved 1/17 ‐ 1/18/2022 NA NA NA <0.0400 <0.00500 NA NA NA NA NA
TABLE 8
SOUTH AREA GROUNDWATER METALS
ANALYTICAL RESULTS SUMMARY
SALT LAKE CHROME PLATING AND COLLISION PRODUCTS
1038 and 1050 S. Washington St.
Results in milligrams per liter (mg/L)
1  ‐ EPA Regional Screening Levels (May 2021) for residential and industrial properties (Target Cancer Risk = 1E‐06; Target Hazard Quotient = 1) cited.
* ‐ Re‐analyses of hexavalent chromium to achieve lower reporting limits. 
a ‐ No GWQS or EPA MCL screening ctiteria established for CrVI, the GWQS total chromium screening value utilized.
MCL ‐ U.S. Environmental Protection Agency's (EPA's) Maximum Contaminant Levels (MCLs) for drinking water (Target Cancer Risk = 1E‐06; Target Hazard Quotient = 1)
GWQS ‐ Utah Ground Water Quality Protection Program, Table 1 of R317‐6‐2.1.
NA ‐ not analyzed
NE ‐ not established
Red Bold ‐ exceeds MCL
BH‐1BH‐2BH‐3BH‐4B‐5B‐5B‐6B‐6B‐7B‐8B‐9B‐10 B‐11 B‐18 DUP 3 
(B‐18)
B‐22 B‐23 B‐25 B‐28 B‐29 B‐30 DUP #1
(B‐30)
B‐31
Volatile Organic Compounds (VOCs)
MCL VISL
(Residential)
VISL
(Industrial)ISL Tier 1
08/19/2020 08/19/2020 08/19/2020 08/19/2020 08/19/2020 1/20/2022 08/19/2020 1/20/2022 08/19/2020 08/19/2020 08/19/2020 08/19/2020 08/19/2020 03/10/2021 3/10/2021 03/10/2021 03/11/2021 03/11/2021 5/6/2021 5/6/2021 1/17/2021 1/17/2021 1/17/2021
ACETONE NE 22,500 94,500 NE NE NA NA NA NA <0.0113 <0.0010 <0.0113 <0.0010 <0.0113 <0.0113 0.055 <0.0113 <0.0113 0.00374 0.00335 <0.100 <0.100 0.00671 <0.010 <0.010 NA NA NA
ACRYLONITRILE NE 0.00732 0.032 NE NE NA NA NA NA <0.000671 NA <0.000671 NA <0.000671 <0.000671 <0.000671 <0.000671 <0.000671 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
BENZENE 0.005 0.00159 0.00693 0.005 0.3 NA NA NA NA 0.000285 <0.00200 0.000143 <0.00200 0.00836 0.000144 0.00147 0.000578 0.00422 0.000740 0.00032 <0.0200 0.002 0.00964 0.01218 0.0119 0.0006400 0.000560 0.000500
BROMOBENZENE NE 0.62 2.6 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000118 NA <0.000118 NA <0.000118 <0.000118 <0.000118 <0.000118 <0.000118 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
BROMODICHLOROMETHANE 0.08 0.000876 0.00382 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000136 <0.00200 <0.000136 <0.00200 <0.000136 <0.000136 <0.000136 <0.000136 <0.000136 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
BROMOFORM 0.08 0.117 0.51 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000129 <0.00200 <0.000129 <0.00200 <0.000129 <0.000129 <0.000129 <0.000129 <0.000129 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
BROMOMETHANE NE 0.0174 0.073 NE NE <0.00500 <0.00500 <0.00500 <0.00500 <0.000605 <0.00500 <0.000605 <0.00500 <0.000605 <0.000605 <0.000605 <0.000605 <0.000605 <0.00500 <0.00500 <0.0500 <0.0500 <0.00500 <0.005 <0.005 NA NA NA
N‐BUTYLBENZENE NE NE NE NE NE NA NA NA NA <0.000157 NA <0.000157 NA <0.000157 <0.000157 <0.000157 <0.000157 <0.000157 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
SEC‐BUTYLBENZENE NE NE NE NE NE NA NA NA NA <0.000125 NA <0.000125 NA <0.000125 <0.000125 <0.000125 <0.000125 <0.000125 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
TERT‐BUTYLBENZENE NE NE NE NE NE NA NA NA NA <0.000127 NA <0.000127 NA <0.000127 <0.000127 <0.000127 <0.000127 <0.000127 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
CARBON DISULFIDE NE NE NE NE NE NA NA NA NA NA <0.00200 NA <0.00200 NA NA NA NA NA 0.00082 <0.00200 <0.0200 <0.0200 0.00444 0.00596 0.00385 NA NA NA
CARBON TETRACHLORIDE 0.005 0.000415 0.00181 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000128 <0.00200 <0.000128 <0.00200 <0.000128 <0.000128 <0.000128 <0.000128 <0.000128 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
CHLOROBENZENE 0.1 0.41 1.72 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000116 <0.00200 <0.000116 <0.00200 <0.000116 <0.000116 <0.000116 <0.000116 <0.000116 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
CHLORODIBROMOMETHANE 0.08 NE NE NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000140 NA <0.000140 NA <0.000140 <0.000140 <0.000140 <0.000140 <0.000140 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
CHLOROETHANE NE 23 96.5 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000192 <0.00200 <0.000192 <0.00200 <0.000192 <0.000192 <0.000192 <0.000192 <0.000192 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
CHLOROFORM 0.08 0.000814 0.00355 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000111 <0.00200 <0.000111 <0.00200 0.00107 <0.000111 0.00212 0.000303 <0.000111 0.000610 0.00064 0.00610 <0.0200 0.000980 <0.002 <0.002 NA NA NA
CHLOROMETHANE NE 0.26 1.09 NE NE <0.00300 <0.00300 <0.00300 <0.00300 <0.000960 <0.00300 <0.000960 <0.00300 <0.000960 <0.000960 <0.000960 <0.000960 <0.000960 <0.00300 <0.00300 <0.0300 <0.0300 <0.00300 <0.002 <0.002 NA NA NA
2‐CHLOROTOLUENE NE NE NE NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000106 NA <0.000106 NA <0.000106 <0.000106 <0.000106 <0.000106 <0.000106 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
4‐CHLOROTOLUENE NE NE NE NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000114 NA <0.000114 NA <0.000114 <0.000114 <0.000114 <0.000114 <0.000114 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
1,2‐DIBROMO‐3‐CHLOROPROPANE 0.0002 0.0000281 0.00034 NE NE <0.00500 <0.00500 <0.00500 <0.00500 <0.000276 <0.00500 <0.000276 <0.00500 <0.000276 <0.000276 <0.000276 <0.000276 <0.000276 <0.00500 <0.00500 <0.0500 <0.0500 <0.00500 <0.005 <0.005 NA NA NA
1,2‐DIBROMOETHANE 0.00005 0.000176 0.000769 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000126 <0.00200 <0.000126 <0.00200 <0.000126 <0.000126 <0.000126 <0.000126 <0.000126 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
DIBROMOMETHANE NE 0.124 0.521 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000122 <0.00200 <0.000122 <0.00200 <0.000122 <0.000122 <0.000122 <0.000122 <0.000122 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
1,2‐DICHLOROBENZENE 0.6 2.66 11.2 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000107 <0.00200 <0.000107 <0.00200 <0.000107 <0.000107 <0.000107 <0.000107 <0.000107 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
1,3‐DICHLOROBENZENE NE NE NE NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000110 <0.00200 <0.000110 <0.00200 <0.000110 <0.000110 <0.000110 <0.000110 <0.000110 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
1,4‐DICHLOROBENZENE 0.075 0.00259 0.0113 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000120 <0.00200 <0.000120 <0.00200 <0.000120 <0.000120 <0.000120 <0.000120 <0.000120 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
DICHLORODIFLUOROMETHANE NE 0.00744 0.0312 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000374 <0.00200 <0.000374 <0.00200 <0.000374 <0.000374 <0.000374 <0.000374 <0.000374 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
1,1‐DICHLOROETHANE NE 0.00764 0.0334 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000100 <0.00200 <0.000100 <0.00200 <0.000100 <0.000100 <0.000100 <0.000100 <0.000100 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
1,2‐DICHLOROETHANE 0.005 0.00224 0.00978 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.0000819 <0.00200 <0.0000819 <0.00200 <0.0000819 <0.0000819 <0.0000819 <0.0000819 <0.0000819 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
1,1‐DICHLOROETHENE 0.007 0.195 0.821 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000188 <0.00200 <0.000188 <0.00200 <0.000188 <0.000188 <0.000188 <0.000188 <0.000188 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
CIS‐1,2‐DICHLOROETHENE 0.07 NE NE NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000126 <0.00200 <0.000126 <0.00200 <0.000126 <0.000126 <0.000126 <0.000126 <0.000126 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 0.00236 <0.002 NA NA NA
TRANS‐1,2‐DICHLOROETHENE 0.1 NE NE NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000149 <0.00200 <0.000149 <0.00200 <0.000149 <0.000149 <0.000149 <0.000149 <0.000149 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
1,2‐DICHLOROPROPANE 0.005 0.00658 0.0287 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000149 <0.00200 <0.000149 <0.00200 <0.000149 <0.000149 <0.000149 <0.000149 <0.000149 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
1,1‐DICHLOROPROPENE NE NE NE NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000142 <0.00200 <0.000142 <0.00200 <0.000142 <0.000142 <0.000142 <0.000142 <0.000142 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
1,3‐DICHLOROPROPANE NE NE NE NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000110 <0.00200 <0.000110 <0.00200 <0.000110 <0.000110 <0.000110 <0.000110 <0.000110 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
CIS‐1,3‐DICHLOROPROPENE NE NE NE NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000111 <0.00200 <0.000111 <0.00200 <0.000111 <0.000111 <0.000111 <0.000111 <0.000111 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
TRANS‐1,3‐DICHLOROPROPENE NE NE NE NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000118 <0.00200 <0.000118 <0.00200 <0.000118 <0.000118 <0.000118 <0.000118 <0.000118 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
2,2‐DICHLOROPROPANE NE NE NE NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000161 NA <0.000161 NA <0.000161 <0.000161 <0.000161 <0.000161 <0.000161 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
1  ‐ EPA Regional Screening Levels (May 2021) for residential and industrial properties (Target Cancer Risk = 1E‐06; Target Hazard Quotient = 1) cited.
* ‐ Re‐analyses of hexavalent chromium to achieve lower reporting limits. 
MCL ‐ U.S. Environmental Protection Agency's (EPA's) Maximum Contaminant Levels (MCLs) for drinking water ).  
VISL ‐ U.S. EPA's Target Groundwater Concentration Vapor Intrusion Screening Levels for residential and commercial properties (Target Cancer Risk = 1E‐06; Target Hazard Quotient = 1).  
UDEQ ‐ Utah Department of Environmental Quality's Initial Screening Levels (ISLs) and risk‐based Tier 1 Screening Levels (Tier 1) for petroleum at leaking underground storage tank sites.
MDL ‐ Laboratory's Method Detection Limit; RDL ‐ Laboratory's Reported Detection Limit
NA ‐ not analyzed
NE ‐ not established. 
BOLD ‐ exceeds the residential vapor intrusion screening levels.
Red Bold ‐ exceeds MCL
TABLE 9
SOUTH AREA GROUNDWATER VOC
ANALYTICAL RESULTS SUMMARY
SALT LAKE CHROME PLATING AND COLLISION PRODUCTS
1038 and 1050 S. Washington Street
Results in milligrams per liter (mg/L)
1 Screening Levels UDEQ
SAMPLE ID
BH‐1BH‐2BH‐3BH‐4B‐5B‐5B‐6B‐6B‐7B‐8B‐9B‐10 B‐11 B‐18 DUP 3 
(B‐18)
B‐22 B‐23 B‐25 B‐28 B‐29 B‐30 DUP #1
 (B‐30)
B‐31
Volatile Organic Compounds (VOCs)
MCL VISL
(Residential)
VISL
(Industrial)ISL Tier 1
08/19/2020 08/19/2020 08/19/2020 08/19/2020 08/19/2020 1/20/2022 08/19/2020 1/20/2022 08/19/2020 08/19/2020 08/19/2020 08/19/2020 08/19/2020 03/10/2021 3/10/2021 03/10/2021 03/11/2021 03/11/2021 5/6/2021 5/6/2021 1/17/2022 1/17/2022 1/17/2022
DI‐ISOPROPYL ETHER NE 6.97 29.3 NE NE NA NA NA NA <0.000105 <0.00200 <0.000105 <0.00200 <0.000105 <0.000105 <0.000105 <0.000105 <0.000105 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
1,4‐DIOXANE NE NE NE NE NE NA NA NA NA NA <0.0500 NA <0.0500 NA NA NA NA NA <0.0500 <0.0500 <0.500 <0.500 <0.0500 <0.050 <0.050 NA NA NA
ETHYLBENZENE 0.7 0.00349 0.0152 0.7 4 NA NA NA NA 0.00121 <0.00200 <0.000137 <0.00200 0.00155 <0.000137 0.000211 <0.000137 0.000684 <0.00200 <0.00200 <0.0200 <0.0200 0.00201 0.00216 <0.002 NA NA NA
HEXACHLORO‐1,3‐BUTADIENE NE 0.000303 0.00132 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000337 <0.00200 <0.000337 <0.00200 <0.000337 <0.000337 <0.000337 <0.000337 <0.000337 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
ISOPROPYLBENZENE NE 0.887 3.73 NE NE NA NA NA NA <0.000105 <0.00200 <0.000105 <0.00200 0.000109 <0.000105 <0.000105 <0.000105 <0.000105 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
P‐ISOPROPYLTOLUENE NE NE NE NE NE NA NA NA NA <0.000120 NA <0.000120 NA <0.000120 <0.000120 <0.000120 <0.000120 <0.000120 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
2‐BUTANONE (MEK)NE 2,240 9,410 NE NE NA NA NA NA <0.00119 <0.0100 <0.00119 <0.0100 <0.00119 0.00153 0.00587 <0.00119 <0.00119 <0.0100 <0.0100 <0.100 <0.100 <0.0100 <0.010 <0.010 NA NA NA
METHYLENE CHLORIDE 0.005 0.763 9.23 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000430 <0.00200 <0.000430 <0.00200 <0.000430 <0.000430 <0.000430 <0.000430 <0.000430 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
4‐METHYL‐2‐PENTANONE (MIBK)NE 555 2,330 NE NE NA NA NA NA <0.000478 <0.00500 <0.000478 <0.00500 0.000598 0.000555 0.000677 <0.000478 <0.000478 <0.00500 <0.00500 <0.0500 <0.0500 <0.00500 <0.005 <0.005 NA NA NA
METHYL TERT‐BUTYL ETHER NE 0.45 1.97 0.2 0.2 NA NA NA NA <0.000101 <0.00200 <0.000101 <0.00200 <0.000101 <0.000101 <0.000101 <0.000101 <0.000101 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
NAPHTHALENE NE 0.00459 0.0201 0.7 0.7 NA NA NA NA <0.00100 <0.00200 <0.00100 <0.00200 0.00138 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00200 <0.0200 <0.0200 0.00267 0.00242 0.0029 NA NA NA
N‐PROPYLBENZENE NE 2.43 10.2 NE NE NA NA NA NA <0.0000993 NA <0.0000993 NA 0.000157 <0.0000993 <0.0000993 <0.0000993 <0.0000993 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
STYRENE 0.1 9.28 39 NE NE NA NA NA NA <0.000118 <0.00200 <0.000118 <0.00200 <0.000118 <0.000118 <0.000118 <0.000118 <0.000118 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
1,1,1,2‐TETRACHLOROETHANE NE 0.00371 0.0162 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000147 <0.00200 <0.000147 <0.00200 <0.000147 <0.000147 <0.000147 <0.000147 <0.000147 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
1,1,2,2‐TETRACHLOROETHANE NE 0.00323 0.0141 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000133 <0.00200 <0.000133 <0.00200 <0.000133 <0.000133 <0.000133 <0.000133 <0.000133 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
1,1,2‐TRICHLOROTRIFLUOROETHANE NE 0.242 1.02 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000180 <0.00200 <0.000180 <0.00200 <0.000180 <0.000180 <0.000180 <0.000180 <0.000180 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
TETRACHLOROETHENE 0.005 0.0149 0.0652 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000300 <0.00200 <0.000300 <0.00200 <0.000300 <0.000300 <0.000300 0.000316 <0.000300 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
TOLUENE 1 19.2 80.7 1 3 NA NA NA NA 0.000343 <0.00200 <0.000278 <0.00200 0.00927 <0.000278 0.00123 0.000679 0.00415 0.0008 0.00037 <0.0200 <0.0200 0.0109 0.0137 0.0116 NA NA NA
1,2,3‐TRICHLOROBENZENE NE NE NE NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000230 <0.00200 <0.000230 <0.00200 <0.000230 <0.000230 <0.000230 <0.000230 <0.000230 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
1,2,4‐TRICHLOROBENZENE 0.07 0.0359 0.151 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000481 <0.00200 <0.000481 <0.00200 <0.000481 <0.000481 <0.000481 <0.000481 <0.000481 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
1,1,1‐TRICHLOROETHANE 0 7.42 31.1 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000149 <0.00200 <0.000149 <0.00200 <0.000149 <0.000149 <0.000149 <0.000149 <0.000149 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
1,1,2‐TRICHLOROETHANE 0.005 0.00521 0.0228 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000158 <0.00200 <0.000158 <0.00200 <0.000158 <0.000158 <0.000158 <0.000158 <0.000158 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
TRICHLOROETHENE 0.005 0.00119 0.00743 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000190 <0.00200 <0.000190 <0.00200 <0.000190 <0.000190 <0.000190 <0.000190 <0.000190 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
TRICHLOROFLUOROMETHANE NE NE NE NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000160 <0.00200 <0.000160 <0.00200 <0.000160 <0.000160 <0.000160 <0.000160 <0.000160 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
1,2,3‐TRICHLOROPROPANE NE 0.0223 0.0937 NE NE <0.00200 <0.00200 <0.00200 <0.00200 <0.000237 <0.00200 <0.000237 <0.00200 <0.000237 <0.000237 <0.000237 <0.000237 <0.000237 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
1,2,4‐TRIMETHYLBENZENE NE 0.248 1.04 NE NE NA NA NA NA <0.000322 <0.00200 <0.000322 <0.00200 0.000502 <0.000322 <0.000322 <0.000322 <0.000322 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
1,2,3‐TRIMETHYLBENZENE NE 0.351 1.47 NE NE NA NA NA NA <0.000104 <0.00200 <0.000104 <0.00200 0.000241 <0.000104 <0.000104 <0.000104 0.000104 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
1,3,5‐TRIMETHYLBENZENE NE 0.175 0.733 NE NE NA NA NA NA <0.000104 <0.00200 <0.000104 <0.00200 0.000206 <0.000104 <0.000104 <0.000104 <0.000104 <0.00200 <0.00200 <0.0200 <0.0200 <0.00200 <0.002 <0.002 NA NA NA
VINYL CHLORIDE 0.002 0.000147 0.00245 NE NE <0.00100 <0.00100 <0.00100 <0.00100 <0.000234 <0.00100 <0.000234 <0.00100 <0.000234 <0.000234 <0.000234 <0.000234 <0.000234 <0.00100 <0.00100 <0.0100 <0.0100 <0.00100 <0.001 <0.001 NA NA NA
XYLENES, TOTAL 10 0.385 1.62 10 10 NA NA NA NA 0.00676 <0.00200 0.000412 <0.00200 0.00374 <0.000174 0.000407 0.000344 0.00179 <0.00400 <0.00400 <0.0200 <0.0200 0.00541 0.0037 0.00299 NA NA NA
TPH (GC/MS) LOW FRACTION NE NE NE 1 10NANANANANANANANANANANANANANANANANANANANANANANA
DRO W/ SGT NE NE NE 1 10NANANANANANANANANANANANANANANANANANANANANANANA
OIL & GREASE (HEXANE EXTR)NE NE NE 10 10 NA NA NA NA <1.22 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA
TABLE 9 (Continued)
SOUTH AREA GROUNDWATER VOC
ANALYTICAL RESULTS SUMMARY
SALT LAKE CHROME PLATING AND COLLISION PRODUCTS
1038 and 1050 S. Washington Street
Results in milligrams per liter (mg/L)
1  ‐ EPA Regional Screening Levels (May 2021) for residential and industrial properties (Target Cancer Risk = 1E‐06; Target Hazard Quotient = 1) cited.
* ‐ Re‐analyses of hexavalent chromium to achieve lower reporting limits. 
MCL ‐ U.S. Environmental Protection Agency's (EPA's) Maximum Contaminant Levels (MCLs) for drinking water ).  
VISL ‐ U.S. EPA's Target Groundwater Concentration Vapor Intrusion Screening Levels for residential and commercial properties (Target Cancer Risk = 1E‐06; Target Hazard Quotient = 1).  
UDEQ ‐ Utah Department of Environmental Quality's Initial Screening Levels (ISLs) and risk‐based Tier 1 Screening Levels (Tier 1) for petroleum at leaking underground storage tank sites.
MDL ‐ Laboratory's Method Detection Limit; RDL ‐ Laboratory's Reported Detection Limit
NA ‐ not analyzed
NE ‐ not established. 
BOLD ‐ exceeds the residential vapor intrusion screening levels.
Red Bold ‐ exceeds MCL
1 Screening Levels UDEQ
SAMPLE ID
Date Arsenic Barium Cadmium Chromium (Total)Chromium 
Hexavalent*Lead Mercury Nickel Selenium Silver
1 Screening Levels
MCL 0.01 2.0 0.005 0.1 0.000035 a 0.015 0.002 NE 0.05 NE
Sample Name Sample Depth Sample Description GWQS 0.05 2.0 0.005 0.1 NE 0.015 0.002 NE 0.05 0.1
B‐1 9 feet Dissolved 8/17/20 0.01 0.0713 <0.000478 <0.00149 <0.000150 <0.00249 <0.000100 0.0049 0.00115 <0.000513
B‐1 8.37 feet Dissolved 3/11/21 0.00453 NA NA NA NA NA NA NA NA NA
B‐1 8.50 feet Dissolved 5/6/21 0.00488 NA NA NA NA <0.00200 NA NA NA NA
B‐1 8.00 feet Dissolved 1/19/22 0.00664 NA NA <0.0400 <0.00500 <0.00200 NA NA NA NA
B‐2 8 feet Dissolved 8/17/20 0.00934 0.0531 <0.000478 <0.00149 NA <0.00249 <0.000100 0.00652 0.00281 <0.000513
B‐2 7.32 feet Dissolved 3/11/21 NA NA NA <0.0200 <0.00239 NA NA NA NA NA
B‐2 7.32 feet Dissolved 3/11/21 NA NA NA NA <0.000150 NA NA NA NA NA
B‐2 7.32 feet Dissolved 5/6/21 NA NA NA <0.00429 <0.000304 NA NA NA NA NA
B‐2 6.95 feet Dissolved 1/19/22 0.00596 NA NA <0.0400 <0.00500 <0.00200 NA NA NA NA
B‐3 9 feet Dissolved 8/17/20 0.00576 0.0515 <0.000478 <0.00149 0.00027 <0.00249 <0.000100 0.00567 0.00371 <0.000513
B‐3 6.29 feet Dissolved 1/19/22 0.00857 NA NA <0.0400 <0.00500 <0.00200 NA NA NA NA
B‐5 6.15 feet Dissolved 8/17/20 0.0263 NA NA NA <0.00239 <0.00200 NA 2.79 NA NA
B‐5 8 feet Dissolved 8/17/20 0.0256 0.243 0.000757 0.0163 0.00052 0.0385 <0.000100 3.26 0.00276 0.000623
B‐5 6 feet Dissolved 5/6/21 0.00455 NA NA NA NA <0.00200 NA NA NA NA
B‐5 4.99 feet Dissolved 1/20/22 0.0214 NA NA <0.0400 <0.00500 <0.00200 NA NA NA NA
B‐6 7 feet Dissolved 8/17/20 0.00239 0.323 <0.000478 <0.00149 0.000184 <0.00249 <0.000100 0.01 0.00185 <0.000513
B‐6 5.55 feet Dissolved 1/20/22 <0.00400 NA NA <0.0400 <0.00500 <0.00200 NA NA NA NA
B‐27 7.0 feet Dissolved 5/6/21 NA NA NA <0.00429 <0.000305 NA NA NA NA NA
B‐27 6.71 feet Dissolved 1/20/22 <0.00400 NA NA <0.0400 <0.00500 <0.00200 NA NA NA NA
DUP #3 (B‐3)6.71 feet Dissolved 1/20/22 0.00863 NA NA <0.0400 <0.00500 <0.00200 NA NA NA NA
TABLE 10
PERMANENT MONITORING WELL GROUNDWATER METALS
ANALYTICAL RESULTS SUMMARY
SALT LAKE CHROME PLATING AND COLLISION PRODUCTS
1038 and 1050 S. Washington St.
Results in milligrams per liter (mg/L)
1  ‐ EPA Regional Screening Levels (May 2021) for residential and industrial properties (Target Cancer Risk = 1E‐06; Target Hazard Quotient = 1) cited.
* ‐ Re‐analyses of hexavalent chromium to achieve lower reporting limits. 
a ‐ No GWQS or EPA MCL screening ctiteria established for CrVI, the GWQS total chromium screening value utilized.
MCL ‐ U.S. Environmental Protection Agency's (EPA's) Maximum Contaminant Levels (MCLs) for drinking water (Target Cancer Risk = 1E‐06; Target Hazard Quotient = 1)
GWQS ‐ Utah Ground Water Quality Protection Program, Table 1 of R317‐6‐2.1.
NA ‐ not analyzed
NE ‐ not established
Red Bold ‐ exceeds MCL
Sample Name Sample Description Date Benzene Ethylbenzene Toluene m,p‐Xylene o‐Xylene Other VOCs All PAHs TPH‐DRO TRPH
1 Screening Levels Residential RSLs 1.2 5.8 4,900 550 650 Various Various
2 DERR LUST Program Limits Initial Screening Level 1,000
Industrial RSLs 5.1 25 47,000 2,400 2,800 Various Various Tier 1 Screening Criteria 10,000
B‐10 (0‐8 ") Shallow Fill 1/17/22 0.000352 <0.00220 0.00209 0.000859 <0.00220 <MDL <18.4 1,130 1,360
B‐11 (0‐8 ") Shallow Fill 1/17/22 0.000569 <0.00223 0.00416 0.00177 <0.00223 <MDL <18.9 1,710 980
DUP #2 (B‐11) Shallow Fill 1/17/22 0.00176 0.000799 0.0136 0.00431 0.00105 <MDL <19.3 1,300 433
TABLE 11
SOUTH AREA SURFACE SOIL (COMPRESSOR AREA)
ANALYTICAL RESULTS SUMMARY
SALT LAKE CHROME PLATING AND COLLISION PRODUCTS
1038 and 1050 S. Washington Street
Results in milligrams per kilogram (mg/kg)
1  ‐ EPA Regional Screening Levels (May 2021) for residential and industrial properties (Target Cancer Risk = 1E‐06; Target Hazard Quotient = 1) cited.
2  ‐ DERR LUST Program Limits, ISLs and Tier 1 Screening Criteria
TPH‐DRO ‐ Total petroleum hydrocarbons as diesel range organics
TRPH ‐ Total recoverable petroleum hydrocarbons (oil and grease)
NA ‐ not analyzed
NE ‐ not established
BOLD ‐ exceeds the most conservative residential and industrial screening levels.  For Arsenic, exceeds site‐specific background calculation.
500
B‐10 (0‐8 ")
B‐11 (0‐8 ")
DUP #2 (B‐11)
Sample Name Date Chromium (Total)Hexavalent 
Chromium Lead
TCLP Screening Levels 5.0 (mg/L) NE 5.0 (mg/L)
BH‐1 SS 113.0 NA NA
TCLP BH‐1 SS <0.100 mg/L NA NA
SB‐6 (0‐1 ft)NA NA 4,530 mg/kg
TCLP SB‐6 (0‐1 ft)NA NA 2.88 mg/L
BH‐4 (SS)NA NA 545 mg/kg
TCLP BH‐4 SS NA NA <0.0100 mg/L
TCLP Profile Sample (B‐26) 1‐8 foot (composite) 3/11/21 0.0525 mg/L <0.00500 mg/L NA
TCLP ‐ Toxicity Characteristic Leaching Procedure.
TCLP Results in milligrams per liter (mg/L). 
Primary soil sample results are in  millagram per kilotgram (mg/kg).
TCLP Screening Levels per 40 CFR 261.24, Table 1‐ Maximum Concentration of Contaminants for Toxicity Characteristics.
NA ‐ not analyzed
NE ‐ not established
TABLE 12
TCLP ANALYTICAL RESULTS SUMMARY
SALT LAKE CHROME PLATING AND COLLISION PRODUCTS
255, 259, and 269 Brooklyn Avenue
1038 and 1050 S. Washington St.
Results in milligrams per liter (mg/L)
10/8/2019
3/9/2021
10/8/19
Shallow Fill
Shallow Fill
Shallow Fill
APPENDICES 

APPENDIX A:  
REDEVELOPMENT PLANS 

DRAWING NO.
PROJECT NO:
SCALE:
DRAWN BY:
DATE:
SHEET TITLE:
These drawings and
specifications and the
concepts embodied in
them are the original
unpublished work of
SMH BUILDERS Inc and
may not be disclosed or
duplicated without
written consent of SMH
BUILDERS Inc whether
the project for which they
were made is executed
or not unless otherwise
agreed by contract.
Licensed Stamp
SMH
NO.
RELEASES AND
REVISIONS DATE
59
70+6
9'568#..';%+6;
76#*
ÄÄ
(#:ÄÄ
241215'&$7+.&+0)
241215'&$7+.&+0)
241215'&$7+.&+0)
241215'&$7+.&+0)
ZONE 1
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HOUSE METER CT 47 UNIT METERS CT 60 UNIT METERS CT 60 UNIT METERS CT 60 UNIT METERS CT 60 UNIT METERS
VAULT &
TRANSFORMER
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DRAWING NO.
PROJECT NO:
SCALE:
DRAWN BY:
DATE:
SHEET TITLE:
C:\USERS\KIRTI\DOCUMENTS\SMH BUILDERS\1050\DRAWINGS\1050-SIDEWALK IMPROVEMENT-21--08-04.DWG PLOTTED ON 8/24/2021 9:58 AM
These drawings and
specifications and the
concepts embodied in
them are the original
unpublished work of
SMH BUILDERS Inc and
may not be disclosed or
duplicated without
written consent of SMH
BUILDERS Inc whether
the project for which they
were made is executed
or not unless otherwise
agreed by contract.
SA
L
T

L
A
K
E

C
I
T
Y
,

U
T

8
4
1
0
1
Licensed Stamp
SMH
BUILDERS
NO.
RELEASES AND
REVISIONS DATE
3578 S 1950 W
UNIT #7,
WEST VALLEY CITY
UTAH 84119
415-519-5398
FAX [phone]
L
I
C
E
N
S
E D A R C H I T E
C
T
A0.2
DIVISION 2: SITE CONSTRUCTION
CONCRETE PAVEMENT S.C.D.2.01
NOT USED
DIVISION 3: CONCRETE
3.01
DIVISION 15: MECHANICAL
3.02
ASPHALTIC PAVEMENT S.C.D.2.02
CONCRETE CURB S.C.D.2.03
DRIVEWAY CURB CUT S.C.D.2.04
ACCESSIBLE CURB RAMP S.C.D.2.05
CONCRETE BENCH, SEE 4/A0.3
DIVISION 9: FINISHES
SIDEWALK STRIPES S.L.D.9.01
9.02 FLUSH PLANTER S.L.D.
PROVIDE CONTRASTING TEXTURE AT
DRIVEWAY
2.06
CONCRETE PAVERS SEE CS.3/A9.1.2.07
(E) PAVING2.08
CATCH BASIN, S.C.D.2.09
STORM DRAIN MANHOLE, S.C.D.2.10
WATER METER BOX, S.C.D.2.11
CONCRETE STOOP. FLUSH WITH
INTERIOR LANDING, S.C.D.
2.12
DIVISION 16: ELECTRICAL
16.01
2" DECOMPOSED GRANITE SURFACE
BETWEEN THE (E) PAVING AND BUILDING
2.13
HAMILTON ALUMINUM POLE-WASHINGTON
POSTLITE ENHANCED LED 2 (WSE2) SEE 3/A0.3
SERVICE DISCONNECT &
ELECTRICAL METER
16.02
(E) UTILITY POLE TO BE RELOCATED BY RMP16.03
UTILITY POLE BY RMP16.04
(E) UTILITY POLE W/COBRA HEAD LIGHT
FIXTURE
16.05
GAS METER15.01
15.02 IRRIGATION SYSTEM ZONE CABINET WITH
CODED LOCK CONTAINING 3/4" WATER LINE,
HOSE BIB, 110 DUPLEX OUTLET AND
CONTROLS. SEE IRRIGATION SYSTEM DESIGN
MANUAL.
15.03 IRRIGATION SYSTEM PIPING. SEE IRRIGATION
SYSTEM DESIGN MANUAL FOR SPEC.
METAL PARK BENCH
DIVISION 5: METALS
5.01
METAL BICYCLE RACK SEE 4/A0.3B5.02
METAL AWNING . SEE 13/A4.45.03
5" DIA. GALVANIZED IRON BALLARD
FILLED W/ CONCRETE
5.04
CABLE RAILING. SEE 11/A4.45.05
CURB OUTLET, S.C.D.2.14
EXTERIOR EXIT STAIRWAY. SEE 1/A4.42.15
2.01
2.03
2.03
2.04
2.06
2.07
2.11
LANDSCAPED PARK STRIP, SEE 1/L0.1
FOR QTY. OF PLANTS
2.16
PLANTING BED. SEE 1/L0.1 PLANTING
SCHEDULE FOR QTY. OF PLANTS
2.17
TREE, SEE 1/L0.1 PLANTING SCHEDULE
FOR QTY. OF TREES.
2.19
2.16
3.02
5.02
5.03
METAL FENCE5.06
5.06
2.19
9.02
2.16
2.07
15.01
15.02
15.03
16.01
16.01
16.01
15.02
15.03
TRANSFORMER, 3' X 5'16.06
UNDERGROUND VAULT, 7' X 9'16.07
ELECTRICAL METERS AND SERVICE16.08
16.06
16.07
TRENCH DRAIN2.21
2.21
16.01
2.07
2.07
2.07
2.07
2.01
2.01
2.03
2.03
2.04
2.06
2.16
2.16
2.17
2.17
2.17
2.19
2.19
2.19
2.19
2.19
15.02
15.03
16.01
16.01
2.19
2.19
2.19
2.19
2.19
2.19
2.03
5.06
5.06
2.16
2.16
9.02
9.02
15.02
15.03
15.03
16.01 2.16 15.02 15.03 5.039.02 2.07
2.19
2.16
2.05
2.05
9.02
5.06
5.06
BALCONY
PROJECTION-TYPICAL
LINE OF CANOPY ABOVE
16.08
1 2 3 4 5 6 7 9 10 12
13'-101
4"19'-0"19'-0"19'-0"19'-0"19'-0"13'-91
4"9'-21
2"16'-33
4"
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
8
F.
O
.
S
.
4'-61
2"
159'-4"
21
3
'
-
4
1 2"
AF.O.S.
BF.O.S.
CF.O.S.
EF.O.S.
FF.O.S.
GF.O.S.
HF.O.S.
IF.O.S.
JF.O.S.
KF.O.S.
LF.O.S.
MF.O.S.
NF.O.S.
OF.O.S.
PF.O.S.
17
'
-
7
1 2"
4'
-
6
1 2"
6'
-
7
3 4"
9'
-
4
1 2"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
5
1 2"
4'
-
6
1 2"
12
'
-
0
"
24
'
-
4
1 2"
DB
1
7
'
-
0
"
F.O.
S
.
2
3
8
'
-
0
3
4"
F.O.
S
.
F.O.
S
.
F.O.
S
.
F.O.
S
.
F.O.
S
.
DC
DE
DF
DG
DH
DI
F.O.
S
.
DJ
F.O.
S
.
DK
F.O.
S
.
DL
F.O.
S
.
DO
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
F.O.
S
.
F.O.
S
.
DM
F.O.
S
.
DN
F.O.
S
.
1
7
'
-
0
"
1
7
'
-
2
"
F
.
O
.
S
.
16'-0
"
F
.
O
.
S
.
F
.
O
.
S
.
F
.
O
.
S
.
F
.
O
.
S
.
F
.
O
.
S
.
6'-11
1 2"
4'-6
1 2"
6'-11
1 4"
16'-0
1 4"
D1 D2 D3 D4 D5 D6
DF.O.S.
14
'
-
9
3 4"
11
F.
O
.
S
.
6'-73
4"
DA
F.O.
S
.
1
6
'
-
1
0
1
2"
DP
VAULT &
TRANSFORMER
18
'
-
0
"
8'-0"
DRAWING NO.
PROJECT NO:
SCALE:
DRAWN BY:
DATE:
SHEET TITLE:
C:\USERS\KIRTI\DOCUMENTS\SMH BUILDERS\1050\DRAWINGS\1050-PLANS-2021-07-28_KP .DWG PLOTTED ON 8/31/2021 11:40 AM
These drawings and
specifications and the
concepts embodied in
them are the original
unpublished work of
SMH BUILDERS Inc and
may not be disclosed or
duplicated without
written consent of SMH
BUILDERS Inc whether
the project for which they
were made is executed
or not unless otherwise
agreed by contract.
SA
L
T

L
A
K
E

C
I
T
Y
,

U
T

8
4
1
0
1
Licensed Stamp
SMH
BUILDERS
NO.
RELEASES AND
REVISIONS DATE
3578 S 1950 W
UNIT #7,
WEST VALLEY CITY
UTAH 84119
415-519-5398
FAX [phone]
L
I
C
E
N
S
E D A R C H I T E
C
T
A2.1A
1- PROVIDE CONTROL JOINTS ON CONCRETE TOPPING SLAB.
PROVIDE @ ALL DOOR THRESHOLDS. SEE 2/A2.1A FOR TYPICAL
LAYOUT.
2- PROVIDE 2X LVL CONTINUES PLATE AT TOP & BOTT OF CHASES W/
FIRE CAULKING AT AIR DUCT VERTICAL PENETRATION. SEE
MECHANICAL DRAWINGS AND 10/A9.2
3- FOR LOCATIONS OF GYPSUM BOARD LINED JOIST CHANNELS FOR
MECHANICAL DUCTS SEE MECHANICAL DRAWINGS AND 11/A9.2.
4- THE SURROUNDING CONTEXT OUTSIDE OF THE BUILDING
PERIMETER IS ON GRADE LEVEL. SEE A0.2.
100-2
100-5
100-1
100-8100-9
100-10
15.05
15.05
15.05
103-1
103-2
103-3
103-4
100-12
100-13
102-2
102-3
102-4
101-1
101-2
101-3
101-4
100-4
100-6
100-7
102-1
14.01
5.02
3.02
5.10
5.04
5.05
GALV. METAL OVERFLOW SCUPPER, SEE 9/A9.4
GALV. METAL SCUPPER AND DOWNSPOUT TO DAYLIGHT TO
ROOF. SEE 10-11/A9.4
BELOW GRADE WATERPROOF SHEET MEMBRANE AND DRAIN
MAT, SEE 11/A9.5
DIVISION 7: THERMAL AND MOISTURE PROTECTION
7.01
26GA CORRUGATED METAL SIDING, SEE WALL ASS'Y. SHEET
A9.1
7.02
CEMENT STUCCO, SEE WALL ASS'Y. SHEET A9.17.03
GSM PARAPET CAP FLASHING, SEE 17-19/A9.4
7.07
FIBER REINFORCED CEMENT SIDING, SEE WALL ASS'.Y SHEET
A9.1
7.04
7.05
7.08
7.09
DIVISION 8: DOORS AND WINDOWS
8.01 FIRE RATED WINDOW, PROVIDE WS SPRINKLER HEAD, S.FS.D.
FOUNDATION DRAIN W/ CLEAN OUT @ EA. CORNER, SEE 11/A9.5
DIVISION 9: FINISHES
TYPICAL KITCHEN W/ BASE AND UPPER CABINETS, SEE 4/A5.1
FIRE EXTINGUISHER CABINET W/ 2A-10-BC FIRE EXTINGUISHER.
MOUNT CENTER OF CABINET DOOR HANDLE @ 4'-0" A.F.F. SEE
8/A9.2
DIVISION 12: FURNISHINGS
DIVISION 10: SPECIALTIES
DIVISION 13: SPECIAL CONSTRUCTION
12.01
10.01
TRACTION ELEVATOR SEE SHEET A4.2, SEE SPECS.
DIVISION 14: CONVEYING
14.01
DIVISION 15: MECHANICAL
DIVISION 16: ELECTRICAL
7.10 FUSED BAMBOO 1x6 SHIPLAP SIDING, T&G EDGE MATCHED
7.11 CORTEN STEEL SIDING- FLAT PROFILE 22 GA, 18" WIDE PANELS
W/ 1" RIB HEIGHT
7.12 CORTEN STEEL PARAPET CAP FLASHING, SEE 17 - 19/ A9.4, SIM.
8.02 3'-6" HIGH 5/8 " TEMPERED GLASS GUARDRIAL MOUNTED ON
S.S. STANDOFF.
8.03 5/8 " TEMPERED GLASS FRAMELESS DOOR AND SIDE PANEL
TYPICAL KITCHEN MIRRORED W/ BASE AND UPPER CABINETS,
SEE 4/A5.1
12.02
MINIMUM 5% OF THE BEDS IN THE ACCESSIBLE UNITS SHALL
BE ACCESSIBLE WITH A CLEAR FLOOR SPACE ON EACH SIDE
OF THE BED. ACCESSIBLE BEDS ARE REQUIRED TO BE OPEN
FRAME
12.03
SAWCUT CONC. CONTROL JOINT, PROVIDE @ ALL DOOR
THRESHOLDS
DIVISION 2: SITE CONSTRUCTION
DIVISION 3: CONCRETE
3.01
DIVISION 5: METALS
1-5/8" DIAM. STEEL HANDRAIL @ 3'-0" A.F.F., SEE 18/A4.3
GALV. METAL AND GLASS AWNING, SEE 17-18/A9.8B
5.01
5.02
5.03
5.04
5.05
5.08
METAL GUARDRAIL, SEE DETAIL REFERENCED IN NOTE5.07
DIVISION 6: WOOD AND PLASTICS
INTERIOR EXIT STAIRWAY #1 & 2. SEE 1, 2, 3 &16 /A4.1
INTERIOR EXIT STAIRWAY #3. SEE 6, 7, 8 &11/A4.1
INTERIOR EXIT STAIRWAY #4. SEE 4, 5 &12/A4.1
5.06
6.01
6.02
6.03
6.04
DROP CEILING @ COMMON HALLWAY @ 8'-0" A.F.F. SEE 5/A3.2
DROP CEILING @ UNIT HALLWAY @ 8'-0" A.F.F.
DROP CEILING @ UNIT BATHROOM @ 7'-0" A.F.F.
VERTICAL AIR DUCT FUR CONSTRUCTION SEE 5&6 /A9.5
6.05 HORIZONTAL AIR DUCT FUR CONSTRUCTION SEE 7&8 /A9.5
6.06 PLYWOOD CRICKET TO SLOPE TO DRAIN @ 1/ 4": 1'-0" MIN. SEE
WR1 &2/A9.1
SERVICE SINK15.01
ACCESSIBLE SINK AND WORK SURFACE. SEE 2/A5.3 SIM.15.02
WALL MOUNT BI-LEVEL ACCESSIBLE WATER FOUNTAIN. SEE
3&4/A0.1D
15.03
TERRACE DRAIN DAY LIGHT @4" FROM FACE OF TERRACE15.04
8.04 5/8 " TEMPERED GLASS FRAMELESS PARTITION
7.13 PROVIDE KERDI-MEMBRANE UNDER CONCRETE TOPPING
SLAB. WITH WATERPROOF CONNECTION TO FLOOR FRAIN.
EXTEND MEMBRANE UP WALLS 6" ABOVE FLOOR.
GALV. METAL LADDER5.09
VTAC UNIT15.05
3.02 LEVEL LINE @ ELEVATION -1'-6" ON LEVEL 1, +8'-0" ON LEVEL 2
INTERIOR EXIT STAIRWAY #5. SEE 9, 10, 13 &14/A4.1
INTERIOR EXIT STAIRWAY #6. SEE A4.2
LOBBY RAMP, SEE 15 &17/A4.15.10
DUAL PEDESTAL WITH CMK- 23'-0" CABLE16.01
ELECTRIC METERS FOR 287 UNITS16.02
100-3
100-11
14.01
16.02
16.01
1 2 3 4 5 6 7 9 10 12
13'-101
4"19'-0"19'-0"19'-0"19'-0"19'-0"13'-91
4"9'-21
2"16'-33
4"
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
8
F.
O
.
S
.
4'-61
2"
159'-4"
21
3
'
-
4
1 2"
AF.O.S.
BF.O.S.
CF.O.S.
EF.O.S.
FF.O.S.
GF.O.S.
HF.O.S.
IF.O.S.
JF.O.S.
KF.O.S.
LF.O.S.
MF.O.S.
NF.O.S.
OF.O.S.
PF.O.S.
17
'
-
7
1 2"
4'
-
6
1 2"
6'
-
7
3 4"
9'
-
4
1 2"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
5
1 2"
4'
-
6
1 2"
12
'
-
0
"
24
'
-
4
1 2"
DB
1
7
'
-
0
"
F.O.
S
.
2
3
8
'
-
0
3
4"
F.O.
S
.
F.O.
S
.
F.O.
S
.
F.O.
S
.
F.O.
S
.
DC
DE
DF
DG
DH
DI
F.O.
S
.
DJ
F.O.
S
.
DK
F.O.
S
.
DL
F.O.
S
.
DO
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
F.O.
S
.
F.O.
S
.
DM
F.O.
S
.
DN
F.O.
S
.
1
7
'
-
0
"
1
7
'
-
2
"
50'-5
1 2"
F
.
O
.
S
.
16'-0
"
F
.
O
.
S
.
F
.
O
.
S
.
F
.
O
.
S
.
F
.
O
.
S
.
F
.
O
.
S
.
6'-11
1 2"
4'-6
1 2"
6'-11
1 4"
16'-0
1 4"
D1 D2 D3 D4 D5 D6
DF.O.S.
14
'
-
9
3 4"
11
F.
O
.
S
.
6'-73
4"
DA
F.O.
S
.
1
6
'
-
1
0
1
2"
DP
DRAWING NO.
PROJECT NO:
SCALE:
DRAWN BY:
DATE:
SHEET TITLE:
C:\USERS\KIRTI\DOCUMENTS\SMH BUILDERS\1050\DRAWINGS\1050-PLANS-2021-07-28_KP .DWG PLOTTED ON 8/31/2021 11:40 AM
These drawings and
specifications and the
concepts embodied in
them are the original
unpublished work of
SMH BUILDERS Inc and
may not be disclosed or
duplicated without
written consent of SMH
BUILDERS Inc whether
the project for which they
were made is executed
or not unless otherwise
agreed by contract.
SA
L
T

L
A
K
E

C
I
T
Y
,

U
T

8
4
1
0
1
Licensed Stamp
SMH
BUILDERS
NO.
RELEASES AND
REVISIONS DATE
3578 S 1950 W
UNIT #7,
WEST VALLEY CITY
UTAH 84119
415-519-5398
FAX [phone]
L
I
C
E
N
S
E D A R C H I T E
C
T
A2.2A
1- PROVIDE CONTROL JOINTS ON CONCRETE TOPPING SLAB.
PROVIDE @ ALL DOOR THRESHOLDS. SEE 2/A2.1A FOR TYPICAL
LAYOUT.
2- PROVIDE 2X LVL CONTINUES PLATE AT TOP & BOTT OF CHASES W/
FIRE CAULKING AT AIR DUCT VERTICAL PENETRATION. SEE
MECHANICAL DRAWINGS AND 10/A9.2
3- FOR LOCATIONS OF GYPSUM BOARD LINED JOIST CHANNELS FOR
MECHANICAL DUCTS SEE MECHANICAL DRAWINGS AND 11/A9.2.
4- THE SURROUNDING CONTEXT OUTSIDE OF THE BUILDING
PERIMETER IS ON GRADE LEVEL. SEE A0.2.
200-5
200-8
200-2
200-14
200-3
200-10200-11
200-13
15.05
15.05
15.06
15.05
218-1
218-2
218-3
218-4
210-1
210-2
209-1
209-2
209-3
209-4
201-1
201-2
201-3
201-4
GALV. METAL OVERFLOW SCUPPER, SEE 9/A9.4
GALV. METAL SCUPPER AND DOWNSPOUT TO DAYLIGHT TO
ROOF. SEE 10-11/A9.4
BELOW GRADE WATERPROOF SHEET MEMBRANE AND DRAIN
MAT, SEE 11/A9.5
DIVISION 7: THERMAL AND MOISTURE PROTECTION
7.01
26GA CORRUGATED METAL SIDING, SEE WALL ASS'Y. SHEET
A9.1
7.02
CEMENT STUCCO, SEE WALL ASS'Y. SHEET A9.17.03
GSM PARAPET CAP FLASHING, SEE 17-19/A9.4
7.07
FIBER REINFORCED CEMENT SIDING, SEE WALL ASS'.Y SHEET
A9.1
7.04
7.05
7.08
7.09
DIVISION 8: DOORS AND WINDOWS
8.01 FIRE RATED WINDOW, PROVIDE WS SPRINKLER HEAD, S.FS.D.
FOUNDATION DRAIN W/ CLEAN OUT @ EA. CORNER, SEE 11/A9.5
DIVISION 9: FINISHES
TYPICAL KITCHEN W/ BASE AND UPPER CABINETS, SEE 4/A5.1
FIRE EXTINGUISHER CABINET W/ 2A-10-BC FIRE EXTINGUISHER.
MOUNT CENTER OF CABINET DOOR HANDLE @ 4'-0" A.F.F. SEE
8/A9.2
DIVISION 12: FURNISHINGS
DIVISION 10: SPECIALTIES
DIVISION 13: SPECIAL CONSTRUCTION
12.01
10.01
TRACTION ELEVATOR SEE SHEET A4.2, SEE SPECS.
DIVISION 14: CONVEYING
14.01
DIVISION 15: MECHANICAL
DIVISION 16: ELECTRICAL
7.10 FUSED BAMBOO 1x6 SHIPLAP SIDING, T&G EDGE MATCHED
7.11 CORTEN STEEL SIDING- FLAT PROFILE 22 GA, 18" WIDE PANELS
W/ 1" RIB HEIGHT
7.12 CORTEN STEEL PARAPET CAP FLASHING, SEE 17 - 19/ A9.4, SIM.
8.02 3'-6" HIGH 5/8 " TEMPERED GLASS GUARDRIAL MOUNTED ON
S.S. STANDOFF.
8.03 5/8 " TEMPERED GLASS FRAMELESS DOOR AND SIDE PANEL
TYPICAL KITCHEN MIRRORED W/ BASE AND UPPER CABINETS,
SEE 4/A5.1
12.02
MINIMUM 5% OF THE BEDS IN THE ACCESSIBLE UNITS SHALL
BE ACCESSIBLE WITH A CLEAR FLOOR SPACE ON EACH SIDE
OF THE BED. ACCESSIBLE BEDS ARE REQUIRED TO BE OPEN
FRAME
12.03
SAWCUT CONC. CONTROL JOINT, PROVIDE @ ALL DOOR
THRESHOLDS
DIVISION 2: SITE CONSTRUCTION
DIVISION 3: CONCRETE
3.01
DIVISION 5: METALS
1-5/8" DIAM. STEEL HANDRAIL @ 3'-0" A.F.F., SEE 18/A4.3
GALV. METAL AND GLASS AWNING, SEE 17-18/A9.8B
5.01
5.02
5.03
5.04
5.05
5.08
METAL GUARDRAIL, SEE DETAIL REFERENCED IN NOTE5.07
DIVISION 6: WOOD AND PLASTICS
INTERIOR EXIT STAIRWAY #1 & 2. SEE 1, 2, 3 &16 /A4.1
INTERIOR EXIT STAIRWAY #3. SEE 6, 7, 8 &11/A4.1
INTERIOR EXIT STAIRWAY #4. SEE 4, 5 &12/A4.1
5.06
6.01
6.02
6.03
6.04
DROP CEILING @ COMMON HALLWAY @ 8'-0" A.F.F. SEE 5/A3.2
DROP CEILING @ UNIT HALLWAY @ 8'-0" A.F.F.
DROP CEILING @ UNIT BATHROOM @ 7'-0" A.F.F.
VERTICAL AIR DUCT FUR CONSTRUCTION SEE 5&6 /A9.5
6.05 HORIZONTAL AIR DUCT FUR CONSTRUCTION SEE 7&8 /A9.5
6.06 PLYWOOD CRICKET TO SLOPE TO DRAIN @ 1/ 4": 1'-0" MIN. SEE
WR1 &2/A9.1
SERVICE SINK15.01
ACCESSIBLE SINK AND WORK SURFACE. SEE 2/A5.3 SIM.15.02
WALL MOUNT BI-LEVEL ACCESSIBLE WATER FOUNTAIN. SEE
3&4/A0.1D
15.03
TERRACE DRAIN DAY LIGHT @4" FROM FACE OF TERRACE15.04
8.04 5/8 " TEMPERED GLASS FRAMELESS PARTITION
7.13 PROVIDE KERDI-MEMBRANE UNDER CONCRETE TOPPING
SLAB. WITH WATERPROOF CONNECTION TO FLOOR FRAIN.
EXTEND MEMBRANE UP WALLS 6" ABOVE FLOOR.
GALV. METAL LADDER5.09
VTAC UNIT15.05
3.02 LEVEL LINE @ ELEVATION -1'-6" ON LEVEL 1, +8'-0" ON LEVEL 2
INTERIOR EXIT STAIRWAY #5. SEE 9, 10, 13 &14/A4.1
INTERIOR EXIT STAIRWAY #6. SEE A4.2
LOBBY RAMP, SEE 15 &17/A4.15.10
DUAL PEDESTAL WITH CMK- 23'-0" CABLE16.01
ELECTRIC METERS FOR 287 UNITS16.02
14.01
5.02
5.04
5.05
3.02
5.03
8.04
200-16
14.01
16.01
16.01
200-12
1 2 3 4 5 6 7 9 10 12
13'-101
4"19'-0"19'-0"19'-0"19'-0"19'-0"13'-91
4"9'-21
2"16'-33
4"
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
8
F.
O
.
S
.
4'-61
2"
159'-4"
21
3
'
-
4
1 2"
AF.O.S.
BF.O.S.
CF.O.S.
EF.O.S.
FF.O.S.
GF.O.S.
HF.O.S.
IF.O.S.
JF.O.S.
KF.O.S.
LF.O.S.
MF.O.S.
NF.O.S.
OF.O.S.
PF.O.S.
17
'
-
7
1 2"
4'
-
6
1 2"
6'
-
7
3 4"
9'
-
4
1 2"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
5
1 2"
4'
-
6
1 2"
12
'
-
0
"
24
'
-
4
1 2"
DB
1
7
'
-
0
"
F.O.
S
.
2
3
8
'
-
0
3
4"
F.O.
S
.
F.O.
S
.
F.O.
S
.
F.O.
S
.
F.O.
S
.
DC
DE
DF
DG
DH
DI
F.O.
S
.
DJ
F.O.
S
.
DK
F.O.
S
.
DL
F.O.
S
.
DO
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
F.O.
S
.
F.O.
S
.
DM
F.O.
S
.
DN
F.O.
S
.
1
7
'
-
0
"
1
7
'
-
2
"
50'-5
1 2"
F
.
O
.
S
.
16'-0
"
F
.
O
.
S
.
F
.
O
.
S
.
F
.
O
.
S
.
F
.
O
.
S
.
F
.
O
.
S
.
6'-11
1 2"
4'-6
1 2"
6'-11
1 4"
16'-0
1 4"
D1 D2 D3 D4 D5 D6
DF.O.S.
14
'
-
9
3 4"
11
F.
O
.
S
.
6'-73
4"
DA
F.O.
S
.
1
6
'
-
1
0
1
2"
DP
DRAWING NO.
PROJECT NO:
SCALE:
DRAWN BY:
DATE:
SHEET TITLE:
C:\USERS\KIRTI\DOCUMENTS\SMH BUILDERS\1050\DRAWINGS\1050-PLANS-2021-07-28_KP .DWG PLOTTED ON 8/31/2021 11:48 AM
These drawings and
specifications and the
concepts embodied in
them are the original
unpublished work of
SMH BUILDERS Inc and
may not be disclosed or
duplicated without
written consent of SMH
BUILDERS Inc whether
the project for which they
were made is executed
or not unless otherwise
agreed by contract.
SA
L
T

L
A
K
E

C
I
T
Y
,

U
T

8
4
1
0
1
Licensed Stamp
SMH
BUILDERS
NO.
RELEASES AND
REVISIONS DATE
3578 S 1950 W
UNIT #7,
WEST VALLEY CITY
UTAH 84119
415-519-5398
FAX [phone]
L
I
C
E
N
S
E D A R C H I T E
C
T
A2.3A
1- PROVIDE CONTROL JOINTS ON CONCRETE TOPPING SLAB.
PROVIDE @ ALL DOOR THRESHOLDS. SEE 2/A2.1A FOR TYPICAL
LAYOUT.
2- PROVIDE 2X LVL CONTINUES PLATE AT TOP & BOTT OF CHASES W/
FIRE CAULKING AT AIR DUCT VERTICAL PENETRATION. SEE
MECHANICAL DRAWINGS AND 10/A9.2
3- FOR LOCATIONS OF GYPSUM BOARD LINED JOIST CHANNELS FOR
MECHANICAL DUCTS SEE MECHANICAL DRAWINGS AND 11/A9.2.
330-1
330-2
15.05
15.05
15.05
328-1
328-2
326-1
326-2
324-1
324-2
322-1
322-2
321-1
321-2
320-1
320-2
319-2319-1
318-1
318-2
316-2
316-1
314-1
314-2
313-1313-2
312-1
312-2311-1
311-2
310-1
310-2309-1
309-2
307-1
307-2
305-1
305-2
306-1
306-1
304-1
304-2
303-2
303-1
302-1301-1
302-3
302-4
302-2
301-3
301-2
301-4
308-1
308-2
315-1315-2
317-3
317-1323-1
323-2
325-1
325-2
327-1
327-2
329-1
329-2331-3
331-1
332-1
332-3
333-3
333-2
333-1
334-1
334-3
334-2
335-1
335-2
337-1
337-2
336-1
336-2
338-1
338-2
340-1
340-2
342-1
342-2
344-1
344-2
346-1346-2
348-2
348-1
350-1350-2
352-1
352-2
354-1
354-2
356-2
356-1
356-3
356-4
355-1
355-5
355-4
353-1 353-2
351-1
351-2
349-1 349-2
347-1
347-2
300-2
300-3
300-4
300-5
300-6
300-7
300-9
300-8
300-10300-11
300-12
300-13
300-14
341-1
341-2
343-1
343-2
345-1 345-2
339-1
339-2
15.0515.0515.05 15.05 15.05 15.05 15.05 15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.0515.05
15.05
15.05
15.05
15.05 15.05 15.05 15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
300-1
GALV. METAL OVERFLOW SCUPPER, SEE 9/A9.4
GALV. METAL SCUPPER AND DOWNSPOUT TO DAYLIGHT TO
ROOF. SEE 10-11/A9.4
BELOW GRADE WATERPROOF SHEET MEMBRANE AND DRAIN
MAT, SEE 11/A9.5
DIVISION 7: THERMAL AND MOISTURE PROTECTION
7.01
26GA CORRUGATED METAL SIDING, SEE WALL ASS'Y. SHEET
A9.1
7.02
CEMENT STUCCO, SEE WALL ASS'Y. SHEET A9.17.03
GSM PARAPET CAP FLASHING, SEE 17-19/A9.4
7.07
FIBER REINFORCED CEMENT SIDING, SEE WALL ASS'.Y SHEET
A9.1
7.04
7.05
7.08
7.09
DIVISION 8: DOORS AND WINDOWS
8.01 FIRE RATED WINDOW, PROVIDE WS SPRINKLER HEAD, S.FS.D.
FOUNDATION DRAIN W/ CLEAN OUT @ EA. CORNER, SEE 11/A9.5
DIVISION 9: FINISHES
TYPICAL KITCHEN W/ BASE AND UPPER CABINETS, SEE 4/A5.1
FIRE EXTINGUISHER CABINET W/ 2A-10-BC FIRE EXTINGUISHER.
MOUNT CENTER OF CABINET DOOR HANDLE @ 4'-0" A.F.F. SEE
8/A9.2
DIVISION 12: FURNISHINGS
DIVISION 10: SPECIALTIES
DIVISION 13: SPECIAL CONSTRUCTION
12.01
10.01
TRACTION ELEVATOR SEE SHEET A4.2, SEE SPECS.
DIVISION 14: CONVEYING
14.01
DIVISION 15: MECHANICAL
DIVISION 16: ELECTRICAL
7.10 FUSED BAMBOO 1x6 SHIPLAP SIDING, T&G EDGE MATCHED
7.11 CORTEN STEEL SIDING- FLAT PROFILE 22 GA, 18" WIDE PANELS
W/ 1" RIB HEIGHT
7.12 CORTEN STEEL PARAPET CAP FLASHING, SEE 17 - 19/ A9.4, SIM.
8.02 3'-6" HIGH 5/8 " TEMPERED GLASS GUARDRIAL MOUNTED ON
S.S. STANDOFF.
8.03 5/8 " TEMPERED GLASS FRAMELESS DOOR AND SIDE PANEL
TYPICAL KITCHEN MIRRORED W/ BASE AND UPPER CABINETS,
SEE 4/A5.1
12.02
MINIMUM 5% OF THE BEDS IN THE ACCESSIBLE UNITS SHALL
BE ACCESSIBLE WITH A CLEAR FLOOR SPACE ON EACH SIDE
OF THE BED. ACCESSIBLE BEDS ARE REQUIRED TO BE OPEN
FRAME
12.03
SAWCUT CONC. CONTROL JOINT, PROVIDE @ ALL DOOR
THRESHOLDS
DIVISION 2: SITE CONSTRUCTION
DIVISION 3: CONCRETE
3.01
DIVISION 5: METALS
1-5/8" DIAM. STEEL HANDRAIL @ 3'-0" A.F.F., SEE 18/A4.3
GALV. METAL AND GLASS AWNING, SEE 17-18/A9.8B
5.01
5.02
5.03
5.04
5.05
5.08
METAL GUARDRAIL, SEE DETAIL REFERENCED IN NOTE5.07
DIVISION 6: WOOD AND PLASTICS
INTERIOR EXIT STAIRWAY #1 & 2. SEE 1, 2, 3 &16 /A4.1
INTERIOR EXIT STAIRWAY #3. SEE 6, 7, 8 &11/A4.1
INTERIOR EXIT STAIRWAY #4. SEE 4, 5 &12/A4.1
5.06
6.01
6.02
6.03
6.04
DROP CEILING @ COMMON HALLWAY @ 8'-0" A.F.F. SEE 5/A3.2
DROP CEILING @ UNIT HALLWAY @ 8'-0" A.F.F.
DROP CEILING @ UNIT BATHROOM @ 7'-0" A.F.F.
VERTICAL AIR DUCT FUR CONSTRUCTION SEE 5&6 /A9.5
6.05 HORIZONTAL AIR DUCT FUR CONSTRUCTION SEE 7&8 /A9.5
6.06 PLYWOOD CRICKET TO SLOPE TO DRAIN @ 1/ 4": 1'-0" MIN. SEE
WR1 &2/A9.1
SERVICE SINK15.01
ACCESSIBLE SINK AND WORK SURFACE. SEE 2/A5.3 SIM.15.02
WALL MOUNT BI-LEVEL ACCESSIBLE WATER FOUNTAIN. SEE
3&4/A0.1D
15.03
TERRACE DRAIN DAY LIGHT @4" FROM FACE OF TERRACE15.04
8.04 5/8 " TEMPERED GLASS FRAMELESS PARTITION
7.13 PROVIDE KERDI-MEMBRANE UNDER CONCRETE TOPPING
SLAB. WITH WATERPROOF CONNECTION TO FLOOR FRAIN.
EXTEND MEMBRANE UP WALLS 6" ABOVE FLOOR.
GALV. METAL LADDER5.09
VTAC UNIT15.05
3.02 LEVEL LINE @ ELEVATION -1'-6" ON LEVEL 1, +8'-0" ON LEVEL 2
INTERIOR EXIT STAIRWAY #5. SEE 9, 10, 13 &14/A4.1
INTERIOR EXIT STAIRWAY #6. SEE A4.2
LOBBY RAMP, SEE 15 &17/A4.15.10
DUAL PEDESTAL WITH CMK- 23'-0" CABLE16.01
ELECTRIC METERS FOR 287 UNITS16.02
14.01
5.02
5.01
5.03
5.01
15.04
8.04
15.04
8.04
15.04
8.04
15.04
8.04
355-2
317-2
355-3
321-3
334-4
331-2
332-2
1 2 3 4 5 6 7 9 10 12
13'-101
4"19'-0"19'-0"19'-0"19'-0"19'-0"13'-91
4"9'-21
2"16'-33
4"
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
8
F.
O
.
S
.
4'-61
2"
159'-4"
21
3
'
-
4
1 2"
AF.O.S.
BF.O.S.
CF.O.S.
EF.O.S.
FF.O.S.
GF.O.S.
HF.O.S.
IF.O.S.
JF.O.S.
KF.O.S.
LF.O.S.
MF.O.S.
NF.O.S.
OF.O.S.
PF.O.S.
17
'
-
7
1 2"
4'
-
6
1 2"
6'
-
7
3 4"
9'
-
4
1 2"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
5
1 2"
4'
-
6
1 2"
12
'
-
0
"
24
'
-
4
1 2"
DB
1
7
'
-
0
"
F.O.
S
.
2
3
8
'
-
0
3
4"
F.O.
S
.
F.O.
S
.
F.O.
S
.
F.O.
S
.
F.O.
S
.
DC
DE
DF
DG
DH
DI
F.O.
S
.
DJ
F.O.
S
.
DK
F.O.
S
.
DL
F.O.
S
.
DO
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
F.O.
S
.
F.O.
S
.
DM
F.O.
S
.
DN
F.O.
S
.
1
7
'
-
0
"
1
7
'
-
2
"
50'-5
1 2"
F
.
O
.
S
.
16'-0
"
F
.
O
.
S
.
F
.
O
.
S
.
F
.
O
.
S
.
F
.
O
.
S
.
F
.
O
.
S
.
6'-11
1 2"
4'-6
1 2"
6'-11
1 4"
16'-0
1 4"
D1 D2 D3 D4 D5 D6
DF.O.S.
14
'
-
9
3 4"
11
F.
O
.
S
.
6'-73
4"
DA
F.O.
S
.
1
6
'
-
1
0
1
2"
DP
DRAWING NO.
PROJECT NO:
SCALE:
DRAWN BY:
DATE:
SHEET TITLE:
C:\USERS\KIRTI\DOCUMENTS\SMH BUILDERS\1050\DRAWINGS\1050-PLANS-2021-07-28_KP .DWG PLOTTED ON 8/31/2021 11:48 AM
These drawings and
specifications and the
concepts embodied in
them are the original
unpublished work of
SMH BUILDERS Inc and
may not be disclosed or
duplicated without
written consent of SMH
BUILDERS Inc whether
the project for which they
were made is executed
or not unless otherwise
agreed by contract.
SA
L
T

L
A
K
E

C
I
T
Y
,

U
T

8
4
1
0
1
Licensed Stamp
SMH
BUILDERS
NO.
RELEASES AND
REVISIONS DATE
3578 S 1950 W
UNIT #7,
WEST VALLEY CITY
UTAH 84119
415-519-5398
FAX [phone]
L
I
C
E
N
S
E D A R C H I T E
C
T
A2.4A
1- PROVIDE CONTROL JOINTS ON CONCRETE TOPPING SLAB.
PROVIDE @ ALL DOOR THRESHOLDS. SEE 2/A2.1A FOR TYPICAL
LAYOUT.
2- PROVIDE 2X LVL CONTINUES PLATE AT TOP & BOTT OF CHASES W/
FIRE CAULKING AT AIR DUCT VERTICAL PENETRATION. SEE
MECHANICAL DRAWINGS AND 10/A9.2
3- FOR LOCATIONS OF GYPSUM BOARD LINED JOIST CHANNELS FOR
MECHANICAL DUCTS SEE MECHANICAL DRAWINGS AND 11/A9.2.
4- UNIT XXX IS COMMON TO LEVEL 4, 5 AND 6
X30-1
X30-2
15.05
X28-1
X28-2
X26-1
X26-2
X24-1
X24-2
X22-1
X22-2
X21-1
X21-2
X20-1
X20-2
X19-2
X19-1
X18-1
X18-2
X16-2
X16-1
X14-1
X14-2X13-1X13-2
X12-1
X13-1X11-1
X11-2
X10-1
X10-2X09-1
X09-2
X07-1
X07-2
X05-1
X05-2
X06-1
X06-1
X04-2
X03-2
X03-1
X02-1X01-1
X02-3
X02-4
X02-2
X01-3
X01-2
X01-4
X08-1
X08-2
X15-1X15-2
X17-3
X17-1X23-1
X23-2
X25-1
X25-2
X27-1
X27-2
X29-1
X29-2X31-3
X31-1
X32-1
X32-3
X33-3
X33-2
X33-1
X34-1
X34-3
X34-2
X35-1
X35-2
X37-1
X37-2
X36-1
X36-2
X38-1
X38-2
X40-1
X40-2
X42-1
X42-2
X44-1
X44-2
X46-1X46-2
X48-2
X48-1
X50-1X50-2
X52-1
X52-2
X54-1
X54-2
X56-2
X56-1
X56-3
X56-4
X55-1
X55-5
X55-4
X53-1 X53-2
X51-1
X51-2
X49-1 X49-2
X47-1
X47-2
X00-1
X00-2
X00-4
X04-1
X00-6X00-7
X00-9
X00-10
X41-1
X41-2
X43-1
X43-2
X45-1 X45-2
X39-1
X39-2
15.0515.0515.05 15.05 15.05 15.05 15.05 15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05 15.05 15.05 15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.0515.05
14.01
5.01
5.01
15.04
8.04
15.04
8.04
15.04
8.04
15.04
8.04
8.04 15.04
X34-4
X32-2
X31-2
X21-3
X17-2
X55- 2
X55- 3
GALV. METAL OVERFLOW SCUPPER, SEE 9/A9.4
GALV. METAL SCUPPER AND DOWNSPOUT TO DAYLIGHT TO
ROOF. SEE 10-11/A9.4
BELOW GRADE WATERPROOF SHEET MEMBRANE AND DRAIN
MAT, SEE 11/A9.5
DIVISION 7: THERMAL AND MOISTURE PROTECTION
7.01
26GA CORRUGATED METAL SIDING, SEE WALL ASS'Y. SHEET
A9.1
7.02
CEMENT STUCCO, SEE WALL ASS'Y. SHEET A9.17.03
GSM PARAPET CAP FLASHING, SEE 17-19/A9.4
7.07
FIBER REINFORCED CEMENT SIDING, SEE WALL ASS'.Y SHEET
A9.1
7.04
7.05
7.08
7.09
DIVISION 8: DOORS AND WINDOWS
8.01 FIRE RATED WINDOW, PROVIDE WS SPRINKLER HEAD, S.FS.D.
FOUNDATION DRAIN W/ CLEAN OUT @ EA. CORNER, SEE 11/A9.5
DIVISION 9: FINISHES
TYPICAL KITCHEN W/ BASE AND UPPER CABINETS, SEE 4/A5.1
FIRE EXTINGUISHER CABINET W/ 2A-10-BC FIRE EXTINGUISHER.
MOUNT CENTER OF CABINET DOOR HANDLE @ 4'-0" A.F.F. SEE
8/A9.2
DIVISION 12: FURNISHINGS
DIVISION 10: SPECIALTIES
DIVISION 13: SPECIAL CONSTRUCTION
12.01
10.01
TRACTION ELEVATOR SEE SHEET A4.2, SEE SPECS.
DIVISION 14: CONVEYING
14.01
DIVISION 15: MECHANICAL
DIVISION 16: ELECTRICAL
7.10 FUSED BAMBOO 1x6 SHIPLAP SIDING, T&G EDGE MATCHED
7.11 CORTEN STEEL SIDING- FLAT PROFILE 22 GA, 18" WIDE PANELS
W/ 1" RIB HEIGHT
7.12 CORTEN STEEL PARAPET CAP FLASHING, SEE 17 - 19/ A9.4, SIM.
8.02 3'-6" HIGH 5/8 " TEMPERED GLASS GUARDRIAL MOUNTED ON
S.S. STANDOFF.
8.03 5/8 " TEMPERED GLASS FRAMELESS DOOR AND SIDE PANEL
TYPICAL KITCHEN MIRRORED W/ BASE AND UPPER CABINETS,
SEE 4/A5.1
12.02
MINIMUM 5% OF THE BEDS IN THE ACCESSIBLE UNITS SHALL
BE ACCESSIBLE WITH A CLEAR FLOOR SPACE ON EACH SIDE
OF THE BED. ACCESSIBLE BEDS ARE REQUIRED TO BE OPEN
FRAME
12.03
SAWCUT CONC. CONTROL JOINT, PROVIDE @ ALL DOOR
THRESHOLDS
DIVISION 2: SITE CONSTRUCTION
DIVISION 3: CONCRETE
3.01
DIVISION 5: METALS
1-5/8" DIAM. STEEL HANDRAIL @ 3'-0" A.F.F., SEE 18/A4.3
GALV. METAL AND GLASS AWNING, SEE 17-18/A9.8B
5.01
5.02
5.03
5.04
5.05
5.08
METAL GUARDRAIL, SEE DETAIL REFERENCED IN NOTE5.07
DIVISION 6: WOOD AND PLASTICS
INTERIOR EXIT STAIRWAY #1 & 2. SEE 1, 2, 3 &16 /A4.1
INTERIOR EXIT STAIRWAY #3. SEE 6, 7, 8 &11/A4.1
INTERIOR EXIT STAIRWAY #4. SEE 4, 5 &12/A4.1
5.06
6.01
6.02
6.03
6.04
DROP CEILING @ COMMON HALLWAY @ 8'-0" A.F.F. SEE 5/A3.2
DROP CEILING @ UNIT HALLWAY @ 8'-0" A.F.F.
DROP CEILING @ UNIT BATHROOM @ 7'-0" A.F.F.
VERTICAL AIR DUCT FUR CONSTRUCTION SEE 5&6 /A9.5
6.05 HORIZONTAL AIR DUCT FUR CONSTRUCTION SEE 7&8 /A9.5
6.06 PLYWOOD CRICKET TO SLOPE TO DRAIN @ 1/ 4": 1'-0" MIN. SEE
WR1 &2/A9.1
SERVICE SINK15.01
ACCESSIBLE SINK AND WORK SURFACE. SEE 2/A5.3 SIM.15.02
WALL MOUNT BI-LEVEL ACCESSIBLE WATER FOUNTAIN. SEE
3&4/A0.1D
15.03
TERRACE DRAIN DAY LIGHT @4" FROM FACE OF TERRACE15.04
8.04 5/8 " TEMPERED GLASS FRAMELESS PARTITION
7.13 PROVIDE KERDI-MEMBRANE UNDER CONCRETE TOPPING
SLAB. WITH WATERPROOF CONNECTION TO FLOOR FRAIN.
EXTEND MEMBRANE UP WALLS 6" ABOVE FLOOR.
GALV. METAL LADDER5.09
VTAC UNIT15.05
3.02 LEVEL LINE @ ELEVATION -1'-6" ON LEVEL 1, +8'-0" ON LEVEL 2
INTERIOR EXIT STAIRWAY #5. SEE 9, 10, 13 &14/A4.1
INTERIOR EXIT STAIRWAY #6. SEE A4.2
LOBBY RAMP, SEE 15 &17/A4.15.10
DUAL PEDESTAL WITH CMK- 23'-0" CABLE16.01
ELECTRIC METERS FOR 287 UNITS16.02
X00-3
X00-5
X00-8
1 2 3 4 5 6 7 9 10 12
13'-101
4"19'-0"19'-0"19'-0"19'-0"19'-0"13'-91
4"9'-21
2"16'-33
4"
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
8
F.
O
.
S
.
4'-61
2"
159'-4"
21
3
'
-
4
1 2"
AF.O.S.
BF.O.S.
CF.O.S.
EF.O.S.
FF.O.S.
GF.O.S.
HF.O.S.
IF.O.S.
JF.O.S.
KF.O.S.
LF.O.S.
MF.O.S.
NF.O.S.
OF.O.S.
PF.O.S.
17
'
-
7
1 2"
4'
-
6
1 2"
6'
-
7
3 4"
9'
-
4
1 2"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
5
1 2"
4'
-
6
1 2"
12
'
-
0
"
24
'
-
4
1 2"
DB
1
7
'
-
0
"
F.O.
S
.
2
3
8
'
-
0
3
4"
F.O.
S
.
F.O.
S
.
F.O.
S
.
F.O.
S
.
F.O.
S
.
DC
DE
DF
DG
DH
DI
F.O.
S
.
DJ
F.O.
S
.
DK
F.O.
S
.
DL
F.O.
S
.
DO
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
F.O.
S
.
F.O.
S
.
DM
F.O.
S
.
DN
F.O.
S
.
1
7
'
-
0
"
1
7
'
-
2
"
50'-5
1 2"
F
.
O
.
S
.
16'-0
"
F
.
O
.
S
.
F
.
O
.
S
.
F
.
O
.
S
.
F
.
O
.
S
.
F
.
O
.
S
.
6'-11
1 2"
4'-6
1 2"
6'-11
1 4"
16'-0
1 4"
D1 D2 D3 D4 D5 D6
DF.O.S.
14
'
-
9
3 4"
11
F.
O
.
S
.
6'-73
4"
DA
F.O.
S
.
1
6
'
-
1
0
1
2"
DP
X30-1
X30-2
15.05
X28-1
X28-2
X26-1
X26-2
X24-1
X24-2
X22-1
X22-2
X21-1
X21-2
X20-1
X20-2
X19-2
X19-1
X18-1
X18-2
X16-2
X16-1
X14-1
X14-2X13-1X13-2
X12-1
X13-1X11-1
X11-2
X10-1
X10-2X09-1
X09-2
X07-1
X07-2
X05-1
X05-2
X06-1
X06-1
X04-2
X03-2
X03-1
X02-1X01-1
X02-3
X02-4
X02-2
X01-3
X01-2
X01-4
X08-1
X08-2
X15-1X15-2
X17-3
X17-1X23-1
X23-2
X25-1
X25-2
X27-1
X27-2
X29-1
X29-2X31-3
X31-1
X32-1
X32-3
X33-3
X33-2
X33-1
X34-1
X34-3
X34-2
X35-1
X35-2
X37-1
X37-2
X36-1
X36-2
X38-1
X38-2
X40-1
X40-2
X42-1
X42-2
X44-1
X44-2
X46-1X46-2
X48-2
X48-1
X50-1X50-2
X52-1
X52-2
X54-1
X54-2
X56-2
X56-1
X56-3
X56-4
X55-1
X55-5
X55-4
X53-1 X53-2
X51-1
X51-2
X49-1 X49-2
X47-1
X47-2
X00-1
X00-2
X00-4
X04-1
X00-6X00-7
X00-9
X00-10
X41-1
X41-2
X43-1
X43-2
X45-1 X45-2
X39-1
X39-2
15.0515.0515.05 15.05 15.05 15.05 15.05 15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05 15.05 15.05 15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.0515.05
14.01
5.01
5.01
15.04
8.04
15.04
8.04
15.04
8.04
15.04
8.04
8.04 15.04
X34-4
X32-2
X31-2
X21-3
X17-2
X55- 2
X55- 3
GALV. METAL OVERFLOW SCUPPER, SEE 9/A9.4
GALV. METAL SCUPPER AND DOWNSPOUT TO DAYLIGHT TO
ROOF. SEE 10-11/A9.4
BELOW GRADE WATERPROOF SHEET MEMBRANE AND DRAIN
MAT, SEE 11/A9.5
DIVISION 7: THERMAL AND MOISTURE PROTECTION
7.01
26GA CORRUGATED METAL SIDING, SEE WALL ASS'Y. SHEET
A9.1
7.02
CEMENT STUCCO, SEE WALL ASS'Y. SHEET A9.17.03
GSM PARAPET CAP FLASHING, SEE 17-19/A9.4
7.07
FIBER REINFORCED CEMENT SIDING, SEE WALL ASS'.Y SHEET
A9.1
7.04
7.05
7.08
7.09
DIVISION 8: DOORS AND WINDOWS
8.01 FIRE RATED WINDOW, PROVIDE WS SPRINKLER HEAD, S.FS.D.
FOUNDATION DRAIN W/ CLEAN OUT @ EA. CORNER, SEE 11/A9.5
DIVISION 9: FINISHES
TYPICAL KITCHEN W/ BASE AND UPPER CABINETS, SEE 4/A5.1
FIRE EXTINGUISHER CABINET W/ 2A-10-BC FIRE EXTINGUISHER.
MOUNT CENTER OF CABINET DOOR HANDLE @ 4'-0" A.F.F. SEE
8/A9.2
DIVISION 12: FURNISHINGS
DIVISION 10: SPECIALTIES
DIVISION 13: SPECIAL CONSTRUCTION
12.01
10.01
TRACTION ELEVATOR SEE SHEET A4.2, SEE SPECS.
DIVISION 14: CONVEYING
14.01
DIVISION 15: MECHANICAL
DIVISION 16: ELECTRICAL
7.10 FUSED BAMBOO 1x6 SHIPLAP SIDING, T&G EDGE MATCHED
7.11 CORTEN STEEL SIDING- FLAT PROFILE 22 GA, 18" WIDE PANELS
W/ 1" RIB HEIGHT
7.12 CORTEN STEEL PARAPET CAP FLASHING, SEE 17 - 19/ A9.4, SIM.
8.02 3'-6" HIGH 5/8 " TEMPERED GLASS GUARDRIAL MOUNTED ON
S.S. STANDOFF.
8.03 5/8 " TEMPERED GLASS FRAMELESS DOOR AND SIDE PANEL
TYPICAL KITCHEN MIRRORED W/ BASE AND UPPER CABINETS,
SEE 4/A5.1
12.02
MINIMUM 5% OF THE BEDS IN THE ACCESSIBLE UNITS SHALL
BE ACCESSIBLE WITH A CLEAR FLOOR SPACE ON EACH SIDE
OF THE BED. ACCESSIBLE BEDS ARE REQUIRED TO BE OPEN
FRAME
12.03
SAWCUT CONC. CONTROL JOINT, PROVIDE @ ALL DOOR
THRESHOLDS
DIVISION 2: SITE CONSTRUCTION
DIVISION 3: CONCRETE
3.01
DIVISION 5: METALS
1-5/8" DIAM. STEEL HANDRAIL @ 3'-0" A.F.F., SEE 18/A4.3
GALV. METAL AND GLASS AWNING, SEE 17-18/A9.8B
5.01
5.02
5.03
5.04
5.05
5.08
METAL GUARDRAIL, SEE DETAIL REFERENCED IN NOTE5.07
DIVISION 6: WOOD AND PLASTICS
INTERIOR EXIT STAIRWAY #1 & 2. SEE 1, 2, 3 &16 /A4.1
INTERIOR EXIT STAIRWAY #3. SEE 6, 7, 8 &11/A4.1
INTERIOR EXIT STAIRWAY #4. SEE 4, 5 &12/A4.1
5.06
6.01
6.02
6.03
6.04
DROP CEILING @ COMMON HALLWAY @ 8'-0" A.F.F. SEE 5/A3.2
DROP CEILING @ UNIT HALLWAY @ 8'-0" A.F.F.
DROP CEILING @ UNIT BATHROOM @ 7'-0" A.F.F.
VERTICAL AIR DUCT FUR CONSTRUCTION SEE 5&6 /A9.5
6.05 HORIZONTAL AIR DUCT FUR CONSTRUCTION SEE 7&8 /A9.5
6.06 PLYWOOD CRICKET TO SLOPE TO DRAIN @ 1/ 4": 1'-0" MIN. SEE
WR1 &2/A9.1
SERVICE SINK15.01
ACCESSIBLE SINK AND WORK SURFACE. SEE 2/A5.3 SIM.15.02
WALL MOUNT BI-LEVEL ACCESSIBLE WATER FOUNTAIN. SEE
3&4/A0.1D
15.03
TERRACE DRAIN DAY LIGHT @4" FROM FACE OF TERRACE15.04
8.04 5/8 " TEMPERED GLASS FRAMELESS PARTITION
7.13 PROVIDE KERDI-MEMBRANE UNDER CONCRETE TOPPING
SLAB. WITH WATERPROOF CONNECTION TO FLOOR FRAIN.
EXTEND MEMBRANE UP WALLS 6" ABOVE FLOOR.
GALV. METAL LADDER5.09
VTAC UNIT15.05
3.02 LEVEL LINE @ ELEVATION -1'-6" ON LEVEL 1, +8'-0" ON LEVEL 2
INTERIOR EXIT STAIRWAY #5. SEE 9, 10, 13 &14/A4.1
INTERIOR EXIT STAIRWAY #6. SEE A4.2
LOBBY RAMP, SEE 15 &17/A4.15.10
DUAL PEDESTAL WITH CMK- 23'-0" CABLE16.01
ELECTRIC METERS FOR 287 UNITS16.02
DRAWING NO.
PROJECT NO:
SCALE:
DRAWN BY:
DATE:
SHEET TITLE:
C:\USERS\KIRTI\DOCUMENTS\SMH BUILDERS\1050\DRAWINGS\1050-PLANS-2021-07-28_KP .DWG PLOTTED ON 8/31/2021 11:48 AM
These drawings and
specifications and the
concepts embodied in
them are the original
unpublished work of
SMH BUILDERS Inc and
may not be disclosed or
duplicated without
written consent of SMH
BUILDERS Inc whether
the project for which they
were made is executed
or not unless otherwise
agreed by contract.
SA
L
T

L
A
K
E

C
I
T
Y
,

U
T

8
4
1
0
1
Licensed Stamp
SMH
BUILDERS
NO.
RELEASES AND
REVISIONS DATE
3578 S 1950 W
UNIT #7,
WEST VALLEY CITY
UTAH 84119
415-519-5398
FAX [phone]
L
I
C
E
N
S
E D A R C H I T E
C
T
A2.5A
1- PROVIDE CONTROL JOINTS ON CONCRETE TOPPING SLAB.
PROVIDE @ ALL DOOR THRESHOLDS. SEE 2/A2.1A FOR TYPICAL
LAYOUT.
2- PROVIDE 2X LVL CONTINUES PLATE AT TOP & BOTT OF CHASES W/
FIRE CAULKING AT AIR DUCT VERTICAL PENETRATION. SEE
MECHANICAL DRAWINGS AND 10/A9.2
3- FOR LOCATIONS OF GYPSUM BOARD LINED JOIST CHANNELS FOR
MECHANICAL DUCTS SEE MECHANICAL DRAWINGS AND 11/A9.2.
4- UNIT XXX IS COMMON TO LEVEL 4, 5 AND 6
X00-3
X00-5
X00-8
5.07
1 2 3 4 5 6 7 9 10 12
13'-101
4"19'-0"19'-0"19'-0"19'-0"19'-0"13'-91
4"9'-21
2"16'-33
4"
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
8
F.
O
.
S
.
4'-61
2"
159'-4"
21
3
'
-
4
1 2"
AF.O.S.
BF.O.S.
CF.O.S.
EF.O.S.
FF.O.S.
GF.O.S.
HF.O.S.
IF.O.S.
JF.O.S.
KF.O.S.
LF.O.S.
MF.O.S.
NF.O.S.
OF.O.S.
PF.O.S.
17
'
-
7
1 2"
4'
-
6
1 2"
6'
-
7
3 4"
9'
-
4
1 2"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
5
1 2"
4'
-
6
1 2"
12
'
-
0
"
24
'
-
4
1 2"
DB
1
7
'
-
0
"
F.O.
S
.
2
3
8
'
-
0
3
4"
F.O.
S
.
F.O.
S
.
F.O.
S
.
F.O.
S
.
F.O.
S
.
DC
DE
DF
DG
DH
DI
F.O.
S
.
DJ
F.O.
S
.
DK
F.O.
S
.
DL
F.O.
S
.
DO
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
F.O.
S
.
F.O.
S
.
DM
F.O.
S
.
DN
F.O.
S
.
1
7
'
-
0
"
1
7
'
-
2
"
50'-5
1 2"
F
.
O
.
S
.
16'-0
"
F
.
O
.
S
.
F
.
O
.
S
.
F
.
O
.
S
.
F
.
O
.
S
.
F
.
O
.
S
.
6'-11
1 2"
4'-6
1 2"
6'-11
1 4"
16'-0
1 4"
D1 D2 D3 D4 D5 D6
DF.O.S.
14
'
-
9
3 4"
11
F.
O
.
S
.
6'-73
4"
DA
F.O.
S
.
1
6
'
-
1
0
1
2"
DP
X30-1
X30-2
15.05
X28-1
X28-2
X26-1
X26-2
X24-1
X24-2
X22-1
X22-2
X21-1
X21-2
X20-1
X20-2
X19-2
X19-1
X18-1
X18-2
X16-2
X16-1
X14-1
X14-2X13-1X13-2
X12-1
X13-1X11-1
X11-2
X10-1
X10-2X09-1
X09-2
X07-1
X07-2
X05-1
X05-2
X06-1
X06-1
X04-2
X03-2
X03-1
X02-1X01-1
X02-3
X02-4
X02-2
X01-3
X01-2
X01-4
X08-1
X08-2
X15-1X15-2
X17-3
X17-1X23-1
X23-2
X25-1
X25-2
X27-1
X27-2
X29-1
X29-2X31-3
X31-1
X32-1
X32-3
X33-3
X33-2
X33-1
X34-1
X34-3
X34-2
X35-1
X35-2
X37-1
X37-2
X36-1
X36-2
X38-1
X38-2
X40-1
X40-2
X42-1
X42-2
X44-1
X44-2
X46-1X46-2
X48-2
X48-1
X50-1X50-2
X52-1
X52-2
X54-1
X54-2
X56-2
X56-1
X56-3
X56-4
X55-1
X55-5
X55-4
X53-1 X53-2
X51-1
X51-2
X49-1 X49-2
X47-1
X47-2
X00-1
X00-2
X00-4
X04-1
X00-6X00-7
X00-9
X00-10
X41-1
X41-2
X43-1
X43-2
X45-1 X45-2
X39-1
X39-2
15.0515.0515.05 15.05 15.05 15.05 15.05 15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05 15.05 15.05 15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.0515.05
14.01
5.01
5.01
15.04
8.04
15.04
8.04
15.04
8.04
15.04
8.04
8.04 15.04
X34-4
X32-2
X31-2
X21-3
X17-2
X55- 2
X55- 3
GALV. METAL OVERFLOW SCUPPER, SEE 9/A9.4
GALV. METAL SCUPPER AND DOWNSPOUT TO DAYLIGHT TO
ROOF. SEE 10-11/A9.4
BELOW GRADE WATERPROOF SHEET MEMBRANE AND DRAIN
MAT, SEE 11/A9.5
DIVISION 7: THERMAL AND MOISTURE PROTECTION
7.01
26GA CORRUGATED METAL SIDING, SEE WALL ASS'Y. SHEET
A9.1
7.02
CEMENT STUCCO, SEE WALL ASS'Y. SHEET A9.17.03
GSM PARAPET CAP FLASHING, SEE 17-19/A9.4
7.07
FIBER REINFORCED CEMENT SIDING, SEE WALL ASS'.Y SHEET
A9.1
7.04
7.05
7.08
7.09
DIVISION 8: DOORS AND WINDOWS
8.01 FIRE RATED WINDOW, PROVIDE WS SPRINKLER HEAD, S.FS.D.
FOUNDATION DRAIN W/ CLEAN OUT @ EA. CORNER, SEE 11/A9.5
DIVISION 9: FINISHES
TYPICAL KITCHEN W/ BASE AND UPPER CABINETS, SEE 4/A5.1
FIRE EXTINGUISHER CABINET W/ 2A-10-BC FIRE EXTINGUISHER.
MOUNT CENTER OF CABINET DOOR HANDLE @ 4'-0" A.F.F. SEE
8/A9.2
DIVISION 12: FURNISHINGS
DIVISION 10: SPECIALTIES
DIVISION 13: SPECIAL CONSTRUCTION
12.01
10.01
TRACTION ELEVATOR SEE SHEET A4.2, SEE SPECS.
DIVISION 14: CONVEYING
14.01
DIVISION 15: MECHANICAL
DIVISION 16: ELECTRICAL
7.10 FUSED BAMBOO 1x6 SHIPLAP SIDING, T&G EDGE MATCHED
7.11 CORTEN STEEL SIDING- FLAT PROFILE 22 GA, 18" WIDE PANELS
W/ 1" RIB HEIGHT
7.12 CORTEN STEEL PARAPET CAP FLASHING, SEE 17 - 19/ A9.4, SIM.
8.02 3'-6" HIGH 5/8 " TEMPERED GLASS GUARDRIAL MOUNTED ON
S.S. STANDOFF.
8.03 5/8 " TEMPERED GLASS FRAMELESS DOOR AND SIDE PANEL
TYPICAL KITCHEN MIRRORED W/ BASE AND UPPER CABINETS,
SEE 4/A5.1
12.02
MINIMUM 5% OF THE BEDS IN THE ACCESSIBLE UNITS SHALL
BE ACCESSIBLE WITH A CLEAR FLOOR SPACE ON EACH SIDE
OF THE BED. ACCESSIBLE BEDS ARE REQUIRED TO BE OPEN
FRAME
12.03
SAWCUT CONC. CONTROL JOINT, PROVIDE @ ALL DOOR
THRESHOLDS
DIVISION 2: SITE CONSTRUCTION
DIVISION 3: CONCRETE
3.01
DIVISION 5: METALS
1-5/8" DIAM. STEEL HANDRAIL @ 3'-0" A.F.F., SEE 18/A4.3
GALV. METAL AND GLASS AWNING, SEE 17-18/A9.8B
5.01
5.02
5.03
5.04
5.05
5.08
METAL GUARDRAIL, SEE DETAIL REFERENCED IN NOTE5.07
DIVISION 6: WOOD AND PLASTICS
INTERIOR EXIT STAIRWAY #1 & 2. SEE 1, 2, 3 &16 /A4.1
INTERIOR EXIT STAIRWAY #3. SEE 6, 7, 8 &11/A4.1
INTERIOR EXIT STAIRWAY #4. SEE 4, 5 &12/A4.1
5.06
6.01
6.02
6.03
6.04
DROP CEILING @ COMMON HALLWAY @ 8'-0" A.F.F. SEE 5/A3.2
DROP CEILING @ UNIT HALLWAY @ 8'-0" A.F.F.
DROP CEILING @ UNIT BATHROOM @ 7'-0" A.F.F.
VERTICAL AIR DUCT FUR CONSTRUCTION SEE 5&6 /A9.5
6.05 HORIZONTAL AIR DUCT FUR CONSTRUCTION SEE 7&8 /A9.5
6.06 PLYWOOD CRICKET TO SLOPE TO DRAIN @ 1/ 4": 1'-0" MIN. SEE
WR1 &2/A9.1
SERVICE SINK15.01
ACCESSIBLE SINK AND WORK SURFACE. SEE 2/A5.3 SIM.15.02
WALL MOUNT BI-LEVEL ACCESSIBLE WATER FOUNTAIN. SEE
3&4/A0.1D
15.03
TERRACE DRAIN DAY LIGHT @4" FROM FACE OF TERRACE15.04
8.04 5/8 " TEMPERED GLASS FRAMELESS PARTITION
7.13 PROVIDE KERDI-MEMBRANE UNDER CONCRETE TOPPING
SLAB. WITH WATERPROOF CONNECTION TO FLOOR FRAIN.
EXTEND MEMBRANE UP WALLS 6" ABOVE FLOOR.
GALV. METAL LADDER5.09
VTAC UNIT15.05
3.02 LEVEL LINE @ ELEVATION -1'-6" ON LEVEL 1, +8'-0" ON LEVEL 2
INTERIOR EXIT STAIRWAY #5. SEE 9, 10, 13 &14/A4.1
INTERIOR EXIT STAIRWAY #6. SEE A4.2
LOBBY RAMP, SEE 15 &17/A4.15.10
DUAL PEDESTAL WITH CMK- 23'-0" CABLE16.01
ELECTRIC METERS FOR 287 UNITS16.02
DRAWING NO.
PROJECT NO:
SCALE:
DRAWN BY:
DATE:
SHEET TITLE:
C:\USERS\KIRTI\DOCUMENTS\SMH BUILDERS\1050\DRAWINGS\1050-PLANS-2021-07-28_KP .DWG PLOTTED ON 8/31/2021 11:48 AM
These drawings and
specifications and the
concepts embodied in
them are the original
unpublished work of
SMH BUILDERS Inc and
may not be disclosed or
duplicated without
written consent of SMH
BUILDERS Inc whether
the project for which they
were made is executed
or not unless otherwise
agreed by contract.
SA
L
T

L
A
K
E

C
I
T
Y
,

U
T

8
4
1
0
1
Licensed Stamp
SMH
BUILDERS
NO.
RELEASES AND
REVISIONS DATE
3578 S 1950 W
UNIT #7,
WEST VALLEY CITY
UTAH 84119
415-519-5398
FAX [phone]
L
I
C
E
N
S
E D A R C H I T E
C
T
A2.6A
1- PROVIDE CONTROL JOINTS ON CONCRETE TOPPING SLAB.
PROVIDE @ ALL DOOR THRESHOLDS. SEE 2/A2.1A FOR TYPICAL
LAYOUT.
2- PROVIDE 2X LVL CONTINUES PLATE AT TOP & BOTT OF CHASES W/
FIRE CAULKING AT AIR DUCT VERTICAL PENETRATION. SEE
MECHANICAL DRAWINGS AND 10/A9.2
3- FOR LOCATIONS OF GYPSUM BOARD LINED JOIST CHANNELS FOR
MECHANICAL DUCTS SEE MECHANICAL DRAWINGS AND 11/A9.2.
4- UNIT XXX IS COMMON TO LEVEL 4, 5 AND 6
X00-3
X00-5
X00-8
1 2 3 4 5 6 7 9 10 12
13'-101
4"19'-0"19'-0"19'-0"19'-0"19'-0"13'-91
4"9'-21
2"16'-33
4"
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
8
F.
O
.
S
.
4'-61
2"
159'-4"
21
3
'
-
4
1 2"
AF.O.S.
BF.O.S.
CF.O.S.
EF.O.S.
FF.O.S.
GF.O.S.
HF.O.S.
IF.O.S.
JF.O.S.
KF.O.S.
LF.O.S.
MF.O.S.
NF.O.S.
OF.O.S.
PF.O.S.
17
'
-
7
1 2"
4'
-
6
1 2"
6'
-
7
3 4"
9'
-
4
1 2"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
5
1 2"
4'
-
6
1 2"
12
'
-
0
"
24
'
-
4
1 2"
DB
1
7
'
-
0
"
F.O.
S
.
2
3
8
'
-
0
3
4"
F.O.
S
.
F.O.
S
.
F.O.
S
.
F.O.
S
.
F.O.
S
.
DC
DE
DF
DG
DH
DI
F.O.
S
.
DJ
F.O.
S
.
DK
F.O.
S
.
DL
F.O.
S
.
DO
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
F.O.
S
.
F.O.
S
.
DM
F.O.
S
.
DN
F.O.
S
.
1
7
'
-
0
"
1
7
'
-
2
"
50'-5
1 2"
F
.
O
.
S
.
16'-0
"
F
.
O
.
S
.
F
.
O
.
S
.
F
.
O
.
S
.
F
.
O
.
S
.
F
.
O
.
S
.
6'-11
1 2"
4'-6
1 2"
6'-11
1 4"
16'-0
1 4"
D1 D2 D3 D4 D5 D6
DF.O.S.
14
'
-
9
3 4"
11
F.
O
.
S
.
6'-73
4"
DA
F.O.
S
.
1
6
'
-
1
0
1
2"
DP
X30-1
X30-2
15.05
X28-1
X28-2
X26-1
X26-2
X24-1
X24-2
X22-1
X22-2
X21-1
X21-2
X20-1
X20-2
X19-2
X19-1
X18-1
X18-2
X16-2
X16-1
X14-1
X14-2X13-1X13-2
X12-1
X13-1X11-1
X11-2
X10-1
X10-2X09-1
X09-2
X07-1
X07-2
X05-1
X05-2
X06-1
X06-1
X04-2
X03-2
X03-1
X02-1X01-1
X02-3
X02-4
X02-2
X01-3
X01-2
X01-4
X08-1
X08-2
X15-1X15-2
X17-3
X17-1X23-1
X23-2
X25-1
X25-2
X27-1
X27-2
X29-1
X29-2X31-3
X31-1
X32-1
X32-3
X33-3
X33-2
X33-1
X34-1
X34-3
X34-2
X35-1
X35-2
X37-1
X37-2
X36-1
X36-2
X38-1
X38-2
X40-1
X40-2
X42-1
X42-2
X44-1
X44-2
X46-1X46-2
X48-2
X48-1
X50-1X50-2
X52-1
X52-2
X54-1
X54-2
X56-2
X56-1
X56-3
X56-4
X55-1
X55-5
X55-4
X53-1 X53-2
X51-1
X51-2
X49-1 X49-2
X47-1
X47-2
X00-1
X00-2
X00-4
X04-1
X00-6X00-7
X00-9
X00-10
X41-1
X41-2
X43-1
X43-2
X45-1 X45-2
X39-1
X39-2
15.0515.0515.05 15.05 15.05 15.05 15.05 15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05 15.05 15.05 15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.05
15.0515.05
14.01
5.01
5.01
15.04
8.04
15.04
8.04
15.04
8.04
15.04
8.04
8.04 15.04
X34-4
X32-2
X31-2
X21-3
X17-2
X55- 2
X55- 3
GALV. METAL OVERFLOW SCUPPER, SEE 9/A9.4
GALV. METAL SCUPPER AND DOWNSPOUT TO DAYLIGHT TO
ROOF. SEE 10-11/A9.4
BELOW GRADE WATERPROOF SHEET MEMBRANE AND DRAIN
MAT, SEE 11/A9.5
DIVISION 7: THERMAL AND MOISTURE PROTECTION
7.01
26GA CORRUGATED METAL SIDING, SEE WALL ASS'Y. SHEET
A9.1
7.02
CEMENT STUCCO, SEE WALL ASS'Y. SHEET A9.17.03
GSM PARAPET CAP FLASHING, SEE 17-19/A9.4
7.07
FIBER REINFORCED CEMENT SIDING, SEE WALL ASS'.Y SHEET
A9.1
7.04
7.05
7.08
7.09
DIVISION 8: DOORS AND WINDOWS
8.01 FIRE RATED WINDOW, PROVIDE WS SPRINKLER HEAD, S.FS.D.
FOUNDATION DRAIN W/ CLEAN OUT @ EA. CORNER, SEE 11/A9.5
DIVISION 9: FINISHES
TYPICAL KITCHEN W/ BASE AND UPPER CABINETS, SEE 4/A5.1
FIRE EXTINGUISHER CABINET W/ 2A-10-BC FIRE EXTINGUISHER.
MOUNT CENTER OF CABINET DOOR HANDLE @ 4'-0" A.F.F. SEE
8/A9.2
DIVISION 12: FURNISHINGS
DIVISION 10: SPECIALTIES
DIVISION 13: SPECIAL CONSTRUCTION
12.01
10.01
TRACTION ELEVATOR SEE SHEET A4.2, SEE SPECS.
DIVISION 14: CONVEYING
14.01
DIVISION 15: MECHANICAL
DIVISION 16: ELECTRICAL
7.10 FUSED BAMBOO 1x6 SHIPLAP SIDING, T&G EDGE MATCHED
7.11 CORTEN STEEL SIDING- FLAT PROFILE 22 GA, 18" WIDE PANELS
W/ 1" RIB HEIGHT
7.12 CORTEN STEEL PARAPET CAP FLASHING, SEE 17 - 19/ A9.4, SIM.
8.02 3'-6" HIGH 5/8 " TEMPERED GLASS GUARDRIAL MOUNTED ON
S.S. STANDOFF.
8.03 5/8 " TEMPERED GLASS FRAMELESS DOOR AND SIDE PANEL
TYPICAL KITCHEN MIRRORED W/ BASE AND UPPER CABINETS,
SEE 4/A5.1
12.02
MINIMUM 5% OF THE BEDS IN THE ACCESSIBLE UNITS SHALL
BE ACCESSIBLE WITH A CLEAR FLOOR SPACE ON EACH SIDE
OF THE BED. ACCESSIBLE BEDS ARE REQUIRED TO BE OPEN
FRAME
12.03
SAWCUT CONC. CONTROL JOINT, PROVIDE @ ALL DOOR
THRESHOLDS
DIVISION 2: SITE CONSTRUCTION
DIVISION 3: CONCRETE
3.01
DIVISION 5: METALS
1-5/8" DIAM. STEEL HANDRAIL @ 3'-0" A.F.F., SEE 18/A4.3
GALV. METAL AND GLASS AWNING, SEE 17-18/A9.8B
5.01
5.02
5.03
5.04
5.05
5.08
METAL GUARDRAIL, SEE DETAIL REFERENCED IN NOTE5.07
DIVISION 6: WOOD AND PLASTICS
INTERIOR EXIT STAIRWAY #1 & 2. SEE 1, 2, 3 &16 /A4.1
INTERIOR EXIT STAIRWAY #3. SEE 6, 7, 8 &11/A4.1
INTERIOR EXIT STAIRWAY #4. SEE 4, 5 &12/A4.1
5.06
6.01
6.02
6.03
6.04
DROP CEILING @ COMMON HALLWAY @ 8'-0" A.F.F. SEE 5/A3.2
DROP CEILING @ UNIT HALLWAY @ 8'-0" A.F.F.
DROP CEILING @ UNIT BATHROOM @ 7'-0" A.F.F.
VERTICAL AIR DUCT FUR CONSTRUCTION SEE 5&6 /A9.5
6.05 HORIZONTAL AIR DUCT FUR CONSTRUCTION SEE 7&8 /A9.5
6.06 PLYWOOD CRICKET TO SLOPE TO DRAIN @ 1/ 4": 1'-0" MIN. SEE
WR1 &2/A9.1
SERVICE SINK15.01
ACCESSIBLE SINK AND WORK SURFACE. SEE 2/A5.3 SIM.15.02
WALL MOUNT BI-LEVEL ACCESSIBLE WATER FOUNTAIN. SEE
3&4/A0.1D
15.03
TERRACE DRAIN DAY LIGHT @4" FROM FACE OF TERRACE15.04
8.04 5/8 " TEMPERED GLASS FRAMELESS PARTITION
7.13 PROVIDE KERDI-MEMBRANE UNDER CONCRETE TOPPING
SLAB. WITH WATERPROOF CONNECTION TO FLOOR FRAIN.
EXTEND MEMBRANE UP WALLS 6" ABOVE FLOOR.
GALV. METAL LADDER5.09
VTAC UNIT15.05
3.02 LEVEL LINE @ ELEVATION -1'-6" ON LEVEL 1, +8'-0" ON LEVEL 2
INTERIOR EXIT STAIRWAY #5. SEE 9, 10, 13 &14/A4.1
INTERIOR EXIT STAIRWAY #6. SEE A4.2
LOBBY RAMP, SEE 15 &17/A4.15.10
DUAL PEDESTAL WITH CMK- 23'-0" CABLE16.01
ELECTRIC METERS FOR 287 UNITS16.02
DRAWING NO.
PROJECT NO:
SCALE:
DRAWN BY:
DATE:
SHEET TITLE:
C:\USERS\KIRTI\DOCUMENTS\SMH BUILDERS\1050\DRAWINGS\1050-PLANS-2021-07-28_KP .DWG PLOTTED ON 8/31/2021 11:49 AM
These drawings and
specifications and the
concepts embodied in
them are the original
unpublished work of
SMH BUILDERS Inc and
may not be disclosed or
duplicated without
written consent of SMH
BUILDERS Inc whether
the project for which they
were made is executed
or not unless otherwise
agreed by contract.
SA
L
T

L
A
K
E

C
I
T
Y
,

U
T

8
4
1
0
1
Licensed Stamp
SMH
BUILDERS
NO.
RELEASES AND
REVISIONS DATE
3578 S 1950 W
UNIT #7,
WEST VALLEY CITY
UTAH 84119
415-519-5398
FAX [phone]
L
I
C
E
N
S
E D A R C H I T E
C
T
A2.7A
1- PROVIDE CONTROL JOINTS ON CONCRETE TOPPING SLAB.
PROVIDE @ ALL DOOR THRESHOLDS. SEE 2/A2.1A FOR TYPICAL
LAYOUT.
2- PROVIDE 2X LVL CONTINUES PLATE AT TOP & BOTT OF CHASES W/
FIRE CAULKING AT AIR DUCT VERTICAL PENETRATION. SEE
MECHANICAL DRAWINGS AND 10/A9.2
3- FOR LOCATIONS OF GYPSUM BOARD LINED JOIST CHANNELS FOR
MECHANICAL DUCTS SEE MECHANICAL DRAWINGS AND 11/A9.2.
4- UNIT XXX IS COMMON TO LEVEL 4, 5 AND 6
X00-3
X00-5
X00-8
1 2 3 4 5 6 7 9 10 12
13'-101
4"19'-0"19'-0"19'-0"19'-0"19'-0"13'-91
4"9'-21
2"16'-33
4"
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
8
F.
O
.
S
.
4'-61
2"
159'-4"
21
3
'
-
4
1 2"
AF.O.S.
BF.O.S.
CF.O.S.
EF.O.S.
FF.O.S.
GF.O.S.
HF.O.S.
IF.O.S.
JF.O.S.
KF.O.S.
LF.O.S.
MF.O.S.
NF.O.S.
OF.O.S.
PF.O.S.
17
'
-
7
1 2"
4'
-
6
1 2"
6'
-
7
3 4"
9'
-
4
1 2"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
0
"
17
'
-
5
1 2"
4'
-
6
1 2"
12
'
-
0
"
24
'
-
4
1 2"
DB
1
7
'
-
0
"
F.O.
S
.
2
3
8
'
-
0
3
4"
F.O.
S
.
F.O.
S
.
F.O.
S
.
F.O.
S
.
F.O.
S
.
DC
DE
DF
DG
DH
DI
F.O.
S
.
DJ
F.O.
S
.
DK
F.O.
S
.
DL
F.O.
S
.
DO
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
1
7
'
-
0
"
F.O.
S
.
F.O.
S
.
DM
F.O.
S
.
DN
F.O.
S
.
1
7
'
-
0
"
1
7
'
-
2
"
50'-5
1 2"
F
.
O
.
S
.
16'-0
"
F
.
O
.
S
.
F
.
O
.
S
.
F
.
O
.
S
.
F
.
O
.
S
.
F
.
O
.
S
.
6'-11
1 2"
4'-6
1 2"
6'-11
1 4"
16'-0
1 4"
D1 D2 D3 D4 D5 D6
DF.O.S.
14
'
-
9
3 4"
11
F.
O
.
S
.
6'-73
4"
DA
F.O.
S
.
1
6
'
-
1
0
1
2"
DP
DRAWING NO.
PROJECT NO:
SCALE:
DRAWN BY:
DATE:
SHEET TITLE:
C:\USERS\KIRTI\DOCUMENTS\SMH BUILDERS\1050\DRAWINGS\1050-PLANS-2021-07-28_KP .DWG PLOTTED ON 8/31/2021 1:16 PM
These drawings and
specifications and the
concepts embodied in
them are the original
unpublished work of
SMH BUILDERS Inc and
may not be disclosed or
duplicated without
written consent of SMH
BUILDERS Inc whether
the project for which they
were made is executed
or not unless otherwise
agreed by contract.
SA
L
T

L
A
K
E

C
I
T
Y
,

U
T

8
4
1
0
1
Licensed Stamp
SMH
BUILDERS
NO.
RELEASES AND
REVISIONS DATE
3578 S 1950 W
UNIT #7,
WEST VALLEY CITY
UTAH 84119
415-519-5398
FAX [phone]
L
I
C
E
N
S
E D A R C H I T E
C
T
A2.8
GALV. METAL OVERFLOW SCUPPER, SEE 9/A9.4
GALV. METAL SCUPPER AND DOWNSPOUT TO DAYLIGHT TO
ROOF. SEE 10-11/A9.4
BELOW GRADE WATERPROOF SHEET MEMBRANE AND DRAIN
MAT, SEE 11/A9.5
DIVISION 7: THERMAL AND MOISTURE PROTECTION
7.01
26GA CORRUGATED METAL SIDING, SEE WALL ASS'Y. SHEET
A9.1
7.02
CEMENT STUCCO, SEE WALL ASS'Y. SHEET A9.17.03
GSM PARAPET CAP FLASHING, SEE 17-19/A9.4
7.07
FIBER REINFORCED CEMENT SIDING, SEE WALL ASS'.Y SHEET
A9.1
7.04
7.05
7.08
7.09
DIVISION 8: DOORS AND WINDOWS
8.01 FIRE RATED WINDOW, PROVIDE WS SPRINKLER HEAD, S.FS.D.
FOUNDATION DRAIN W/ CLEAN OUT @ EA. CORNER, SEE 11/A9.5
DIVISION 9: FINISHES
TYPICAL KITCHEN W/ BASE AND UPPER CABINETS, SEE 4/A5.1
FIRE EXTINGUISHER CABINET W/ 2A-10-BC FIRE EXTINGUISHER.
MOUNT CENTER OF CABINET DOOR HANDLE @ 4'-0" A.F.F. SEE
8/A9.2
DIVISION 12: FURNISHINGS
DIVISION 10: SPECIALTIES
DIVISION 13: SPECIAL CONSTRUCTION
12.01
10.01
TRACTION ELEVATOR SEE SHEET A4.2, SEE SPECS.
DIVISION 14: CONVEYING
14.01
DIVISION 15: MECHANICAL
DIVISION 16: ELECTRICAL
7.10 FUSED BAMBOO 1x6 SHIPLAP SIDING, T&G EDGE MATCHED
7.11 CORTEN STEEL SIDING- FLAT PROFILE 22 GA, 18" WIDE PANELS
W/ 1" RIB HEIGHT
7.12 CORTEN STEEL PARAPET CAP FLASHING, SEE 17 - 19/ A9.4, SIM.
8.02 3'-6" HIGH 5/8 " TEMPERED GLASS GUARDRIAL MOUNTED ON
S.S. STANDOFF.
8.03 5/8 " TEMPERED GLASS FRAMELESS DOOR AND SIDE PANEL
TYPICAL KITCHEN MIRRORED W/ BASE AND UPPER CABINETS,
SEE 4/A5.1
12.02
MINIMUM 5% OF THE BEDS IN THE ACCESSIBLE UNITS SHALL
BE ACCESSIBLE WITH A CLEAR FLOOR SPACE ON EACH SIDE
OF THE BED. ACCESSIBLE BEDS ARE REQUIRED TO BE OPEN
FRAME
12.03
SAWCUT CONC. CONTROL JOINT, PROVIDE @ ALL DOOR
THRESHOLDS
DIVISION 2: SITE CONSTRUCTION
DIVISION 3: CONCRETE
3.01
DIVISION 5: METALS
1-5/8" DIAM. STEEL HANDRAIL @ 3'-0" A.F.F., SEE 18/A4.3
GALV. METAL AND GLASS AWNING, SEE 17-18/A9.8B
5.01
5.02
5.03
5.04
5.05
5.08
METAL GUARDRAIL, SEE DETAIL REFERENCED IN NOTE5.07
DIVISION 6: WOOD AND PLASTICS
INTERIOR EXIT STAIRWAY #1 & 2. SEE 1, 2, 3 &16 /A4.1
INTERIOR EXIT STAIRWAY #3. SEE 6, 7, 8 &11/A4.1
INTERIOR EXIT STAIRWAY #4. SEE 4, 5 &12/A4.1
5.06
6.01
6.02
6.03
6.04
DROP CEILING @ COMMON HALLWAY @ 8'-0" A.F.F. SEE 5/A3.2
DROP CEILING @ UNIT HALLWAY @ 8'-0" A.F.F.
DROP CEILING @ UNIT BATHROOM @ 7'-0" A.F.F.
VERTICAL AIR DUCT FUR CONSTRUCTION SEE 5&6 /A9.5
6.05 HORIZONTAL AIR DUCT FUR CONSTRUCTION SEE 7&8 /A9.5
6.06 PLYWOOD CRICKET TO SLOPE TO DRAIN @ 1/ 4": 1'-0" MIN. SEE
WR1 &2/A9.1
SERVICE SINK15.01
ACCESSIBLE SINK AND WORK SURFACE. SEE 2/A5.3 SIM.15.02
WALL MOUNT BI-LEVEL ACCESSIBLE WATER FOUNTAIN. SEE
3&4/A0.1D
15.03
TERRACE DRAIN DAY LIGHT @4" FROM FACE OF TERRACE15.04
8.04 5/8 " TEMPERED GLASS FRAMELESS PARTITION
7.13 PROVIDE KERDI-MEMBRANE UNDER CONCRETE TOPPING
SLAB. WITH WATERPROOF CONNECTION TO FLOOR FRAIN.
EXTEND MEMBRANE UP WALLS 6" ABOVE FLOOR.
GALV. METAL LADDER5.09
VTAC UNIT15.05
3.02 LEVEL LINE @ ELEVATION -1'-6" ON LEVEL 1, +8'-0" ON LEVEL 2
INTERIOR EXIT STAIRWAY #5. SEE 9, 10, 13 &14/A4.1
INTERIOR EXIT STAIRWAY #6. SEE A4.2
LOBBY RAMP, SEE 15 &17/A4.15.10
DUAL PEDESTAL WITH CMK- 23'-0" CABLE16.01
ELECTRIC METERS FOR 287 UNITS16.02
R0-2
R0-1
14.01
C:\USERS\KIRTI\DOCUMENTS\SMH BUILDERS\1050\DRAWINGS\1050-PLANS-2021-07-28_KP .DWG PLOTTED ON 8/31/2021 1:16 PM
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1- PROVIDE CONTROL JOINTS ON CONCRETE TOPPING SLAB.
PROVIDE @ ALL DOOR THRESHOLDS. SEE 2/A2.1A FOR TYPICAL
LAYOUT.
2- PROVIDE 2X LVL CONTINUES PLATE AT TOP & BOTT OF CHASES W/
FIRE CAULKING AT AIR DUCT VERTICAL PENETRATION. SEE
MECHANICAL DRAWINGS AND 10/A9.2
3- FOR LOCATIONS OF GYPSUM BOARD LINED JOIST CHANNELS FOR
MECHANICAL DUCTS SEE MECHANICAL DRAWINGS AND 11/A9.2.
NOTE: ALL WALL ASSEMBLIES SHALL HAVE A MIN. FIRE-RESISTIVE
RATING OF 1 HOUR, U.O.N.
CS.1 FLOOR LEVEL 1 COMMON CORRIDOR
CS.2 FLOOR-GARAGE
WF.1 WD FRAME W/TILE OR LAMINATE 1-HR.
IW.1 TYPICAL @ UNIT. 1-HR
IW.2 STAIR/ELEVATOR WALL. 2-HR
IW.4 UNIT/UNIT. 2-HR
EW.1A INTERIOR / EXTERIOR WALL. 1-HR
EW.2A EXTERIOR / EXTERIOR WALL. 1-HR
WR.1 RETAINING EXT/INT WALL. 1-HR
WF.2 WD FRAME W/TILE OR LAMINATE 2-HR.
CW.1 CONCRETE WALL, MIN. 2-HR
WF.4 STAIR INTERMEDIATE LANDING
SEE A9.1 FOR WALL AND FLOOR ASSEMBLY DETAILS.
CS.4 AT ALL FLOORS ON LEVEL 3 U.O.N
CS.5 FLOOR-COMMON CORRIDOR
CS.6 FLOOR-LANDSCAPED COURT
INDICATES TILE/CONC. STAIN COMBINATION. SEE
TILE/CONC. STAIN SCHEDULE BELOW.
TONE INDICATES AREA OPEN TO BELOW. NO FLOOR
ASSEMBLY.
x
TONE INDICATES SOFFIT. SEE ARCHITECTURAL DETAILS.
INDICATES WALL COMPONENTSXX.X
XX.X INDICATES FLOOR COMPONENTS
TONE INDICATES AREA OF NON-COMBUSTIBLE LEVEL
DECK SUPPORTED ON PEDESTALS OVER ROOF
ASSEMBLY WR.1
TONE INDICATES AREA OF JOIST CHANNEL, S.M.D. &
11/A9.2.
TONE INDICATES AREA OF JOIST CHANNEL OVER
SOFFIT, SM.D.
WR.2 AT ALL BALCONIES ON LEVEL 3 U.O.N
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70+670+6
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2"
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2"4'-61
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A B C D E F G H I J K L M N O P
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2"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-5 1
2"4'-61
2"12'-0"24'-41
2"
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A B C D E F G H I J K L M N O P
56#+4
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DRAWING NO.
PROJECT NO:
SCALE:
DRAWN BY:
DATE:
SHEET TITLE:
E:\ONEDRIVE\DOCUMENTS\SMH\PROJECTS\SALT LAKE CITY\269 BROOKLYN\DRAWINGS\SCHEMATIC DESIGN\GENERAL ARCHITECTURE\OFFICEXTEND\1050-ELEVATION 2020-08-04.DWG PLOTTED ON 2/8/2021 1:05 PM
These drawings and
specifications and the
concepts embodied in
them are the original
unpublished work of
SMH BUILDERS Inc and
may not be disclosed or
duplicated without
written consent of SMH
BUILDERS Inc whether
the project for which they
were made is executed
or not unless otherwise
agreed by contract.
Licensed Stamp
SMH
NO.
RELEASES AND
REVISIONS DATE
59
70+6
9'568#..';%+6;
76#*
ÄÄ
(#:ÄÄ
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4"
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2"
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17'-0"
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DRAWING NO.
PROJECT NO:
SCALE:
DRAWN BY:
DATE:
SHEET TITLE:
E:\ONEDRIVE\DOCUMENTS\SMH\PROJECTS\SALT LAKE CITY\269 BROOKLYN\DRAWINGS\SCHEMATIC DESIGN\GENERAL ARCHITECTURE\OFFICEXTEND\1050-ELEVATION 2020-08-04.DWG PLOTTED ON 2/8/2021 1:05 PM
These drawings and
specifications and the
concepts embodied in
them are the original
unpublished work of
SMH BUILDERS Inc and
may not be disclosed or
duplicated without
written consent of SMH
BUILDERS Inc whether
the project for which they
were made is executed
or not unless otherwise
agreed by contract.
Licensed Stamp
SMH
NO.
RELEASES AND
REVISIONS DATE
59
70+6
9'568#..';%+6;
76#*
ÄÄ
(#:ÄÄ
#
213'-41
2"
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2"4'-61
2"6'-73
4"9'-41
2"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-51
2"4'-61
2"12'-0"24'-41
2"F.
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ABCDEFGHIJKLMNOP
16'-101
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DA DB DC DE DF DG DH DI DJ DK DL DNDM
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DP
DRAWING NO.
PROJECT NO:
SCALE:
DRAWN BY:
DATE:
SHEET TITLE:
These drawings and
specifications and the
concepts embodied in
them are the original
unpublished work of
SMH BUILDERS Inc and
may not be disclosed or
duplicated without
written consent of SMH
BUILDERS Inc whether
the project for which they
were made is executed
or not unless otherwise
agreed by contract.
SA
L
T

L
A
K
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C
I
T
Y
,

U
T

8
4
1
0
1
Licensed Stamp
SMH
BUILDERS
NO.
RELEASES AND
REVISIONS DATE
3578 S 1950 W
UNIT #7,
WEST VALLEY CITY
UTAH 84119
415-519-5398
FAX [phone]
L
I
C
E
N
S
E D A R C H I T E
C
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A3.4
SAWCUT CONC. CONTROL JOINT, PROVIDE @ ALL DOOR THRESHOLDS
DIVISION 2: SITE CONSTRUCTION
DIVISION 3: CONCRETE
3.01
TYPICAL UNIT STAIR . SEE 6/A4.3
DIVISION 5: METALS
1-5/8" DIAM. STEEL HANDRAIL @ 3'-0" A.F.F., SEE 18/A4.3
GALV. METAL AND GLASS AWNING, SEE 17-18/A9.8B
5.01
5.02
5.03
5.04
5.05
5.08
METAL GUARDRAIL, SEE 6/A4.55.07
GALV. METAL OVERFLOW SCUPPER, SEE 9/A9.4
GALV. METAL SCUPPER AND DOWNSPOUT TO DAYLIGHT TO ROOF. SEE 10-11/A9.4
DIVISION 6: WOOD AND PLASTICS
BELOW GRADE WATERPROOF SHEET MEMBRANE AND DRAIN MAT, SEE 11/A9.5
DIVISION 7: THERMAL AND MOISTURE PROTECTION
7.01
26GA CORRUGATED METAL SIDING, SEE WALL ASS'Y. SHEET A9.17.02
CEMENT STUCCO, SEE WALL ASS'Y. SHEET A9.17.03
GSM PARAPET CAP FLASHING, SEE 17-19/A9.4
7.07
FIBER REINFORCED CEMENT SIDING, SEE WALL ASS'.Y SHEET A9.17.04
7.05
7.08
7.09
DIVISION 8: DOORS AND WINDOWS
8.01 FIRE RATED WINDOW, PROVIDE WS SPRINKLER HEAD, S.FS.D.
FOUNDATION DRAIN W/ CLEAN OUT @ EA. CORNER, SEE 11/A9.5
DIVISION 9: FINISHES
TYPICAL KITCHEN W/ BASE AND UPPER CABINETS, SEE 4/A5.1
FIRE EXTINGUISHER CABINET W/ 2A-10-BC FIRE EXTINGUISHER. MOUNT CENTER OF
CABINET DOOR HANDLE @ 4'-0" A.F.F. SEE 8/A9.2
DIVISION 12: FURNISHINGS
DIVISION 10: SPECIALTIES
DIVISION 13: SPECIAL CONSTRUCTION
12.01
10.01
TRACTION ELEVATOR SEE SHEET A4.4, SEE SPECS.
DIVISION 14: CONVEYING
14.01
DIVISION 15: MECHANICAL
DIVISION 16: ELECTRICAL
7.10 FUSED BAMBOO 1x6 SHIPLAP SIDING, T&G EDGE MATCHED
7.11 CORTEN STEEL SIDING- FLAT PROFILE 22 GA, 18" WIDE PANELS W/ 1" RIB HEIGHT
7.12 CORTEN STEEL PARAPET CAP FLASHING, SEE 17 - 19/ A9.4, SIM.
8.02 3'-6" HIGH 5/8 " TEMPERED GLASS GUARDRIAL MOUNTED ON S.S. STANDOFF.
STAIR UNIT 112. SEE 1/A4.2
INTERIOR EXIT STAIRWAY #1 & 2. SEE 1&8 /A4.1
INTERIOR EXIT STAIRWAY #3. SEE 12/A4.2
INTERIOR EXIT STAIRWAY #4. SEE 1/A4.2
5.06
6.01
6.02
6.03
6.04
DROP CEILING @ COMMON HALLWAY @ 8'-0" A.F.F. SEE 5/A3.2
DROP CEILING @ UNIT HALLWAY @ 8'-0" A.F.F.
DROP CEILING @ UNIT BATHROOM @ 7'-0" A.F.F.
VERTICAL AIR DUCT FUR CONSTRUCTION SEE 5&6 /A9.5
6.04 HORIZONTAL AIR DUCT FUR CONSTRUCTION SEE 7&8 /A9.5
6.05 PLYWOOD CRICKET TO SLOPE TO DRAIN @ 1/ 4": 1'-0" MIN. SEE WR1 &2/A9.1
8.03 5/8 " TEMPERED GLASS FRAMELESS DOOR AND SIDE PANEL
TYPICAL KITCHEN MIRRORED W/ BASE AND UPPER CABINETS, SEE 4/A5.112.02
MINIMUM 5% OF THE BEDS IN THE ACCESSIBLE UNITS SHALL BE ACCESSIBLE WITH A
CLEAR FLOOR SPACE ON EACH SIDE OF THE BED. ACCESSIBLE BEDS ARE REQUIRED TO
BE OPEN FRAME
12.03
8.04 5/8 " TEMPERED GLASS FRAMELESS PARTITION
GALV. METAL LADDER5.09
6.06 CORRUGATED CLEAR POLYCARBONATE PARTITION SEE 4/A4.5
9.01
9.02
9.03
9.04 ART MESH COVERING
EXPOSED CONCRETE
HARDY PLANK MINERAL FIBER
CEMENT STUCCO
304-1
B.08
302-3
B.08A
303-1
B.08
302-2
B.05A
306-1
B.08A
308-1
B.08
310-1
B.08A
312-1
B.08
314-1
B.08A
316-1
B.08
318-1
B.08A
319-1
B.08
420-1
B.08A
404-1
B.08
402-3
B.08A
403-1
B.08
402-2
B.05A
406-1
B.08A
408-1
B.08
410-1
B.08A
412-1
B.08
414-1
B.08A
416-1
B.08
418-1
B.08A
419-1
B.08
420-1
B.08A
504-1
B.08
502-3
B.08A
503-1
B.08
502-2
B.05A
506-1
B.08A
508-1
B.08
510-1
B.08A
512-1
B.08
514-1
B.08A
516-1
B.08
518-1
B.08A
519-1
B.08
520-1
B.08A
604-1
B.08
602-3
B.08A
603-1
B.08
602-2
B.05A
606-1
B.08A
608-1
B.08
610-1
B.08A
612-1
B.08
614-1
B.08A
616-1
B.08
618-1
B.08A
619-1
B.08
620-1
B.08A
9.029.027.05 7.05 7.05
5.07TYP.
6.06TYP.
9.01
9.01
9.01
9.01
704-1
B.08
702-3
B.08A
703-1
B.08
702-2
B.05A
706-1
B.08A
708-1
B.08
710-1
B.08A
712-1
B.08
714-1
B.08A
716-1
B.08
718-1
B.08A
719-1
B.08
720-1
B.08A
6.06TYP.
9.019.02
9.019.02 9.019.029.029.019.015.07
TYP.
9.02
334-2
B.08A
334-3
B.08
434-2
B.08A
434-3
B.08
534-2
B.08A
534-3
B.08
634-2
B.08A
634-3
B.08
335-1
B.08A
336-1
B.08
435-1
B.08A
436-1
B.08
535-1
B.08A
536-1
B.08
635-1
B.08A
636-1
B.08
337-1
B.08A
338-1
B.08
437-1
B.08A
438-1
B.08
537-1
B.08A
538-1
B.08
637-1
B.08A
638-1
B.08
340-1
B.08A
342-1
B.08
440-1
B.08A
442-1
B.08
540-1
B.08A
542-1
B.08
640-1
B.08A
642-1
B.08
344-1
B.08A
346-1
B.08
444-1
B.08A
446-1
B.08
544-1
B.08A
546-1
B.08
644-1
B.08A
646-1
B.08
348-1
B.08A
350-1
B.08
448-1
B.08A
450-1
B.08
548-1
B.08A
550-1
B.08
648-1
B.08A
650-1
B.08
352-1
B.08A
354-1
B.08
452-1
B.08A
454-1
B.08
552-1
B.08A
554-1
B.08
652-1
B.08A
654-1
B.08
356-4
B.08A
356-3
B.08
456-4
B.08A
456-3
B.08
556-4
B.08A
556-3
B.08
656-4
B.08A
656-3
B.08
7.05
6.06TYP.
7.057.05 9.01
5.07TYP.
9.01
9.01
9.01
9.01
9.01
9.01
9.01
9.01
9.01
9.01
9.01
9.01
9.01
9.01
9.01
9.01
9.01
9.01
9.01
9.01
9.02
9.01
9.01
9.01
9.01
9.01
9.01
9.01
9.01
9.01
9.01
9.01
9.01
9.01
9.01 9.01
9.01
9.01
9.01
9.01
9.01
9.01
734-2
B.08A
734-3
B.08
735-1
B.08A
736-1
B.08
737-1
B.08A
738-1
B.08
740-1
B.08A
742-1
B.08
744-1
B.08A
746-1
B.08
748-1
B.08A
750-1
B.08
752-1
B.08A
754-1
B.08
756-4
B.08A
756-3
B.08
P103-3
B.07A
P103-4
B.07
P218-3
B.08A
P218-4
B.08
9.03
9.03 9.03 9.03 9.03 9.03 9.03
9.03
GA1-20
A.09
GA1-19
A.09
GA2-6
A.10
GA2-5
A.10
P102-5
B.07A
P102-4
B.07
GA1-16
A.09
GA1-15
A.09
GA1-14
A.09
GA1-13
A.09
GA1-12
A.09
GA1-11
A.09
GA1-10
A0.5
GA1-9
A0.5
P209-4
B.07A
P209-3
B.07P211-1
B.07A
P210-1
B.07P213-1
B.07A
P212-1
B.07
P215-1
B.07A
P214-1
B.07
P217-1
B.07A
P216-1
B.07
GA1-18
A.09
GA1-17
A.09
GA2-4
A.10
GA2-3
A.10
LO 100-1
D.01
GA1-8
A.03
OF 100-1
A.02
GA1-4
C.01
GA1-7
A.09
GA1-3
A.09
TA 100-1
A.09
TA 100-2
B.01A
GA1-2
B.01A
GA1-1
C.01
P202-1
B.08
P207-1
B.08A
P208-1
B.08
GA2-2
A.10
GA2-1
A.10
P205-1
B.08A
P206-1
B.08
P203-1
B.08A
P204-1
B.08
9.03 9.03 9.03 9.03 9.03
LO 100-1
D.01A
GA1-6
A.09
GA1-5
A.09
9.03 9.03
9.01 9.01 9.01 9.01 9.01
6 7 9 10 12
19'-0"13'-91
4"9'-21
2"16'-33
4"F.
O
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S
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F.
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S
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F.
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F.
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F.
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8
F.
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4'-61
2"
69'-53
4"
11
F.
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6'-73
4"
P
F.
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S
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7
F.
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6'-73
4"
F.
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159'-4"
F.
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F.
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S
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F.
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S
.
F.
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S
.
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S
.
F.
O
.
S
.
F.
O
.
S
.
F.
O
.
S
.
4'-61
2"9'-21
2"13'-91
4"19'-0"19'-0"19'-0"19'-0"19'-0"13'-101
4"
F.
O
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S
.
F.
O
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S
.
F.
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S
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12 11 10 9 8 7 6 5 4 3 2 1
16'-31
2"
5'
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8
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3'
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0
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5'-0"
6'
-
4
"
2'
-
0
"
DRAWING NO.
PROJECT NO:
SCALE:
DRAWN BY:
DATE:
SHEET TITLE:
C:\USERS\KIRTI\DOCUMENTS\SMH BUILDERS\1050\DRAWINGS\1050-ELEVATIONS-21--08-25 - 10FT.DWG PLOTTED ON 8/31/2021 1:18 PM
These drawings and
specifications and the
concepts embodied in
them are the original
unpublished work of
SMH BUILDERS Inc and
may not be disclosed or
duplicated without
written consent of SMH
BUILDERS Inc whether
the project for which they
were made is executed
or not unless otherwise
agreed by contract.
SA
L
T

L
A
K
E

C
I
T
Y
,

U
T

8
4
1
0
1
Licensed Stamp
SMH
BUILDERS
NO.
RELEASES AND
REVISIONS DATE
3578 S 1950 W
UNIT #7,
WEST VALLEY CITY
UTAH 84119
415-519-5398
FAX [phone]
L
I
C
E
N
S
E D A R C H I T E
C
T
A3.5
SAWCUT CONC. CONTROL JOINT, PROVIDE @ ALL DOOR THRESHOLDS
DIVISION 2: SITE CONSTRUCTION
DIVISION 3: CONCRETE
3.01
TYPICAL UNIT STAIR . SEE 6/A4.3
DIVISION 5: METALS
1-5/8" DIAM. STEEL HANDRAIL @ 3'-0" A.F.F., SEE 18/A4.3
GALV. METAL AND GLASS AWNING, SEE 17-18/A9.8B
5.01
5.02
5.03
5.04
5.05
5.08
METAL GUARDRAIL, SEE 6/A4.55.07
GALV. METAL OVERFLOW SCUPPER, SEE 9/A9.4
GALV. METAL SCUPPER AND DOWNSPOUT TO DAYLIGHT TO ROOF. SEE 10-11/A9.4
DIVISION 6: WOOD AND PLASTICS
BELOW GRADE WATERPROOF SHEET MEMBRANE AND DRAIN MAT, SEE 11/A9.5
DIVISION 7: THERMAL AND MOISTURE PROTECTION
7.01
26GA CORRUGATED METAL SIDING, SEE WALL ASS'Y. SHEET A9.17.02
CEMENT STUCCO, SEE WALL ASS'Y. SHEET A9.17.03
GSM PARAPET CAP FLASHING, SEE 17-19/A9.4
7.07
FIBER REINFORCED CEMENT SIDING, SEE WALL ASS'.Y SHEET A9.17.04
7.05
7.08
7.09
DIVISION 8: DOORS AND WINDOWS
8.01 FIRE RATED WINDOW, PROVIDE WS SPRINKLER HEAD, S.FS.D.
FOUNDATION DRAIN W/ CLEAN OUT @ EA. CORNER, SEE 11/A9.5
DIVISION 9: FINISHES
TYPICAL KITCHEN W/ BASE AND UPPER CABINETS, SEE 4/A5.1
FIRE EXTINGUISHER CABINET W/ 2A-10-BC FIRE EXTINGUISHER. MOUNT CENTER OF
CABINET DOOR HANDLE @ 4'-0" A.F.F. SEE 8/A9.2
DIVISION 12: FURNISHINGS
DIVISION 10: SPECIALTIES
DIVISION 13: SPECIAL CONSTRUCTION
12.01
10.01
TRACTION ELEVATOR SEE SHEET A4.4, SEE SPECS.
DIVISION 14: CONVEYING
14.01
DIVISION 15: MECHANICAL
DIVISION 16: ELECTRICAL
7.10 FUSED BAMBOO 1x6 SHIPLAP SIDING, T&G EDGE MATCHED
7.11 CORTEN STEEL SIDING- FLAT PROFILE 22 GA, 18" WIDE PANELS W/ 1" RIB HEIGHT
7.12 CORTEN STEEL PARAPET CAP FLASHING, SEE 17 - 19/ A9.4, SIM.
8.02 3'-6" HIGH 5/8 " TEMPERED GLASS GUARDRIAL MOUNTED ON S.S. STANDOFF.
STAIR UNIT 112. SEE 1/A4.2
INTERIOR EXIT STAIRWAY #1 & 2. SEE 1&8 /A4.1
INTERIOR EXIT STAIRWAY #3. SEE 12/A4.2
INTERIOR EXIT STAIRWAY #4. SEE 1/A4.2
5.06
6.01
6.02
6.03
6.04
DROP CEILING @ COMMON HALLWAY @ 8'-0" A.F.F. SEE 5/A3.2
DROP CEILING @ UNIT HALLWAY @ 8'-0" A.F.F.
DROP CEILING @ UNIT BATHROOM @ 7'-0" A.F.F.
VERTICAL AIR DUCT FUR CONSTRUCTION SEE 5&6 /A9.5
6.04 HORIZONTAL AIR DUCT FUR CONSTRUCTION SEE 7&8 /A9.5
6.05 PLYWOOD CRICKET TO SLOPE TO DRAIN @ 1/ 4": 1'-0" MIN. SEE WR1 &2/A9.1
8.03 5/8 " TEMPERED GLASS FRAMELESS DOOR AND SIDE PANEL
TYPICAL KITCHEN MIRRORED W/ BASE AND UPPER CABINETS, SEE 4/A5.112.02
MINIMUM 5% OF THE BEDS IN THE ACCESSIBLE UNITS SHALL BE ACCESSIBLE WITH A
CLEAR FLOOR SPACE ON EACH SIDE OF THE BED. ACCESSIBLE BEDS ARE REQUIRED TO
BE OPEN FRAME
12.03
8.04 5/8 " TEMPERED GLASS FRAMELESS PARTITION
GALV. METAL LADDER5.09
6.06 CORRUGATED CLEAR POLYCARBONATE PARTITION SEE 4/A4.5
9.01 ---
9.02 ---
9.03 ---
9.04 ART MESH COVERING
ELECTRICAL METERS AND SERVICE16.08
LO 100-2
D.02
9.02 9.01
9.03
P101-1
B.07A
P201-1
B.08A
P209-2
B.04
P102-3
B.03
302-1
B.08A
301-1
B.08
9.02
356-2
B.04
402-1
B.08A
401-1
B.08
456-2
B.04
502-1
B.08A
501-1
B.08
556-2
B.04
602-1
B.08A
601-1
B.08
656-2
B.04
P102-2
B.05
P102-1
A.01
P101-3
A.01
P209-1
A.01
P201-3
A.01
356-1
A.01
301-3
A.01
456-1
A.01
401-3
A.01
556-1
A.01
501-3
A.01
656-1
A.01
601-3
A.01
9.02 9.02 9.02
9.03
9.03
9.03
5.07
P101-2
B.05A
P201-2
B.05A
P301-2
B.05A
P401-2
B.05A
P501-2
B.05A
P601-2
B.05A
6.06TYP.
5.07 TYP.
7.05 7.05 7.05 7.05
LO 100-1
D.01B
P701-2
B.05A
756-1
A.01
701-3
A.01
756-2
B.04
702-1
B.08A
701-1
B.08
9.02
321-1
B.05A
322-1
B.05
GA2-7
A.08
GA2-9
A.08
16.08 9.03 9.03 9.03 9.03
321-2
A.04
GA2-8
A.06
9.02
P218-2
B.08
P103-2
B.07
P218-1
A.08
GA1-30
B.06
GA2-10
A.08
GA1-25
A.07
GA2-11
A.08
GA1-26
A.07
GA2-12
A.08
GA1-27
A.07
GA2-13
A.08
GA1-28
A.07
GA2-14
A.08
GA1-29
A.07
GA2-15
A.08
324-1
B.05A
326-1
B.05
328-1
B.05A
330-1
B.05
332-1
B.05A
333-1
B.05
333-2
B.05A
334-1
B.08
421-1
B.05A
422-1
B.05
421-2
A.04
424-1
B.05A
426-1
B.05
428-1
B.05A
430-1
B.05
432-1
B.05A
433-1
B.05
433-2
B.05A
434-1
B.08
521-1
B.05A
522-1
B.05
521-2
A.04
524-1
B.05A
526-1
B.05
528-1
B.05A
530-1
B.05
532-1
B.05A
533-1
B.05
533-2
B.05A
534-1
B.08
621-1
B.05A
622-1
B.05
621-2
A.04
624-1
B.05A
626-1
B.05
628-1
B.05A
630-1
B.05
632-1
B.05A
633-1
B.05
633-2
B.05A
634-1
B.08
7.05
5.07TYP.
16.08
9.01
9.01
%'064#.%1746
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76'-0"
5
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4
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%'064#.%1746
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3'
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10
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9'
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6
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9'
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9'
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"
8'
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"
1'
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1 4"
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2"
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9'
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9'
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9'
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"
8'
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"
1'
-
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"
1'
-
3
1 4"
9'
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6
"
DRAWING NO.
PROJECT NO:
SCALE:
DRAWN BY:
DATE:
SHEET TITLE:
E:\ONEDRIVE\DOCUMENTS\SMH\PROJECTS\SALT LAKE CITY\269 BROOKLYN\DRAWINGS\SCHEMATIC DESIGN\GENERAL ARCHITECTURE\OFFICEXTEND\1050-ELEVATION 2020-08-04.DWG PLOTTED ON 2/10/2021 11:49 AM
These drawings and
specifications and the
concepts embodied in
them are the original
unpublished work of
SMH BUILDERS Inc and
may not be disclosed or
duplicated without
written consent of SMH
BUILDERS Inc whether
the project for which they
were made is executed
or not unless otherwise
agreed by contract.
Licensed Stamp
SMH
NO.
RELEASES AND
REVISIONS DATE
59
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&412%'+.+0)"70+6$#6*411/"žÄ#((
8'46+%#.#+4&7%6(74%105647%6+105'' #
*14+<106#.#+4&7%6(74%105647%6+105'' #
2.;911&%4+%-'6615.12'61&4#+0"žÄ/+05''94 #
6'/2'4'&).#55(4#/'.'55&114#0&5+&'2#0'.
6;2+%#.-+6%*'0/+4414'&9$#5'#0&722'4%#$+0'655''#
/+0+/7/1(6*'$'&5+06*'#%%'55+$.'70+655*#..$'#%%'55+$.'9+6*#
%.'#4(.11452#%'10'#%*5+&'1(6*'$'&#%%'55+$.'$'&5#4'4'37+4'&61
$'12'0(4#/'

6'/2'4'&).#55(4#/'.'552#46+6+10
)#.8/'6#..#&&'4
%1447)#6'&%.'#421.;%#4$10#6'2#46+6+105''#
ZZÄÄÄ
ZZÄÄÄ
ZZÄÄÄ
617-1
B.08
517-1
B.08
417-1
B.08
317-1
B.08
613-1
B.08
513-1
B.08
413-1
B.08
313-1
B.08
615-1
B.08A
515-1
B.08A
415-1
B.08A
315-1
B.08A
609-1
B.08
509-1
B.08
409-1
B.08
309-1
B.08
611-1
B.08A
511-1
B.08A
411-1
B.08A
311-1
B.08A
605-1
B.08
505-1
B.08
505-1
B.08
305-1
B.08
607-1
B.08A
507-1
B.08A
407-1
B.08A
307-1
B.08A
xx.01 xx.02 xx.01 xx.01xx.02 xx.01 xx.01
655-2
B.08A
555-2
B.08A
455-2
B.08A
355-2
B.08A
653-2
B.05
553-2
B.05
453-2
B.05
353-2
B.05
655-1
A.01
555-1
A.01
455-1
A.01
355-1
A.01
xx.01 xx.02 xx.02 xx.02 xx.02 xx.02xx.01 xx.01 xx.01 xx.01 xx.01 xx.01 xx.01 xx.01
653-1
B.04A
553-1
B.04A
453-1
B.04A
353-1
B.04A
649-1
B.08
651-1
B.08A
645-1
B.08
647-1
B.08A
641-1
B.08
643-1
B.08A
639-1
B.04A
549-1
B.08
551-1
B.08A
545-1
B.08
547-1
B.08A
541-1
B.08
543-1
B.08A
539-1
B.04A
449-1
B.08
451-1
B.08A
445-1
B.08
447-1
B.08A
441-1
B.08
443-1
B.08A
439-1
B.04A
349-1
B.08
351-1
B.08A
345-1
B.08
347-1
B.08A
341-1
B.08
343-1
B.08A
339-1
B.04A
631-1
B.04A
531-1
B.04A
431-1
B.04A
331-1
B.04A
629-2
B.04
529-2
B.04
429-2
B.04
329-2
B.04
627-1
B.08
629-2
B.08A
527-1
B.08
529-1
B.08A
427-1
B.08
429-1
B.08A
327-1
B.08
329-1
B.08A
623-1
B.08
625-1
B.08A
523-1
B.08
525-1
B.08A
423-1
B.08
425-1
B.08A
B.02
325-1
B.08A
323-1
B.02A
6.06TYP.
5.07TYP.
7.05 7.05 7.05 7.05
7.05 7.05 7.05 7.05 7.05 7.05
5.07TYP.5.07TYP.
5.07TYP.5.07TYP.5.07TYP.5.07 TYP.
6.06TYP.6.06TYP.
717-1
B.08
713-1
B.08
715-1
B.08A
709-1
B.08
711-1
B.08A
705-1
B.08
707-1
B.08A
755-2
B.08A
753-2
B.05
755-1
A.01
753-1
B.04A
749-1
B.08
751-1
B.08A
745-1
B.08
747-1
B.08A
741-1
B.08
743-1
B.08A
739-1
B.04A
731-1
B.04A
729-2
B.04
727-1
B.08
729-2
B.08A
723-1
B.08
725-1
B.08A

APPENDIX B:  
BORING LOGS 

Project No. Date Figure
USCS NETHOD OF SOIL CLASIFICATION
Soil Borings
B-1 to B-11
Monitoring Wells
MW-1 to MW-5
September 2020
0.3
1.1
9.0
12.0
12.5
13.5
14.4
15.0
B-1 @ 11.5', 09:05
B-1 MW, 8/19/20, 14:48
FILL - ASPHALT
FILL - SILT W/GRAVEL
SILT (ML), dark brown, moist, medium stiff
SILT WITH CLAY (ML), dark brown, moist to wet, medium stiff
CLAY (CL), light brown, wet, medium stiff
SILTY CLAY (CL-ML), brown, wet, medium stiff
SILT W/ CLAY & FINE SAND (ML), gray, wet, medium stiff
CLAY (CL), gray, wet, medium stiff
Boring Terminated at 15 Feet
GW
SS
0.0
0.1
0.3
0.2
0.0
0.0
0.0
0.0
0.0
0.0
3.0
8.5
2.0
0.0
0.0
Flush Mount &
Concrete
Bentonite Seal
1'-3'
2" PVC Blank
0'-5'
10-20 Silica
Sand Pack
3'-15'
2" Slotted
(0.010) PVC
Screen 5'-15'
LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock
types; in-situ these transitions may be gradual or may occur at different depths than shown.
GR
A
P
H
I
C

L
O
G
See Exhibit A-2
TH
I
S

B
O
R
I
N
G

L
O
G

I
S

N
O
T

V
A
L
I
D

I
F

S
E
P
A
R
A
T
E
D

F
R
O
M

O
R
I
G
I
N
A
L

R
E
P
O
R
T
.

E
N
V
I
R
O
N
M
E
N
T
A
L

S
M
A
R
T

L
O
G

6
1
2
0
7
2
6
8

S
L

C
H
R
O
M
E

L
S
I
T

B
H
-
M
W

G
I
N
T

8
-
1
8
-
2
0

M
L
.
G
P
J

T
E
R
R
A
C
O
N
_
D
A
T
A
T
E
M
P
L
A
T
E
.
G
D
T

8
/
2
5
/
2
0
255 S. Brooklyn Ave
Salt Lake City, Utah
SITE:
Page 1 of 1
Advancement Method:
Direct Push
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61207268
Drill Rig: Geoprobe
Well Started: 08-17-2020
WELL LOG NO. B-1 MW
SMH Builders Inc.
Driller: DPS
Well Completed: 08-17-2020
Exhibit:
CLIENT:
6949 S High Tech Dr Ste 100
Midvale, UT
PROJECT: SL Chrome LSI
C-1
MATERIAL DESCRIPTION
Sa
m
p
l
e
PI
D

(
p
p
m
)
DE
P
T
H

(
f
t
)
5
10
15
WA
T
E
R

L
E
V
E
L
OB
S
E
R
V
A
T
I
O
N
S
SA
M
P
L
E

T
Y
P
E
Well Completion:
INSTALLATION DETAILS
GW Encountered While Drilling
WATER LEVEL OBSERVATIONS
50
5
90
RE
C
O
V
E
R
Y

(
%
)
0.3
2.5
5.6
8.0
9.2
13.7
15.0
B-2 @ 6.5', 12:15
B-2 MW, 8/19/20, 11:50
FILL - ASPHALT
FILL - SILT W/GRAVEL
SILT (ML), brown, moist, medium stiff
SILT WITH CLAY (ML), gray brown, moist to wet, soft to medium stiff
SILT WITH SAND (ML), brown, wet, medium stiff
SILTY CLAY (CL-ML), light gray brown, wet, medium stiff, with thin layers of fine
sand & silt
CLAY (CL), gray, wet, medium stiff
Boring Terminated at 15 Feet
SS
GW
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.3
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Flush Mount &
Concrete
Bentonite Seal
1'-3'
2" PVC Blank
0'-5'
10-20 Silica
Sand Pack
3'-15'
2" Slotted
(0.010) PVC
Screen 5'-15'
LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock
types; in-situ these transitions may be gradual or may occur at different depths than shown.
GR
A
P
H
I
C

L
O
G
See Exhibit A-2
TH
I
S

B
O
R
I
N
G

L
O
G

I
S

N
O
T

V
A
L
I
D

I
F

S
E
P
A
R
A
T
E
D

F
R
O
M

O
R
I
G
I
N
A
L

R
E
P
O
R
T
.

E
N
V
I
R
O
N
M
E
N
T
A
L

S
M
A
R
T

L
O
G

6
1
2
0
7
2
6
8

S
L

C
H
R
O
M
E

L
S
I
T

B
H
-
M
W

G
I
N
T

8
-
1
8
-
2
0

M
L
.
G
P
J

T
E
R
R
A
C
O
N
_
D
A
T
A
T
E
M
P
L
A
T
E
.
G
D
T

8
/
2
5
/
2
0
255 S. Brooklyn Ave
Salt Lake City, Utah
SITE:
Page 1 of 1
Advancement Method:
Direct Push
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61207268
Drill Rig: Geoprobe
Well Started: 08-17-2020
WELL LOG NO. B-2 MW
SMH Builders Inc.
Driller: DPS
Well Completed: 08-17-2020
Exhibit:
CLIENT:
6949 S High Tech Dr Ste 100
Midvale, UT
PROJECT: SL Chrome LSI
C-2
MATERIAL DESCRIPTION
Sa
m
p
l
e
PI
D

(
p
p
m
)
DE
P
T
H

(
f
t
)
5
10
15
WA
T
E
R

L
E
V
E
L
OB
S
E
R
V
A
T
I
O
N
S
SA
M
P
L
E

T
Y
P
E
Well Completion:
INSTALLATION DETAILS
GW Encountered While Drilling
WATER LEVEL OBSERVATIONS
60
90
85
RE
C
O
V
E
R
Y

(
%
)
0.3
0.8
2.5
5.4
7.6
10.0
11.9
13.8
15.0
B-3 @ 0-1', 10:20
B-3 @ 1-3', 10:22
B-3 @ 3-5', 10:24
B-3 MW, 8/19/20, 10:45
FILL - GRAVEL
FILL - SILT W/GRAVEL
SILT (ML), brown, moist, medium stiff
SANDY SILT (ML), light brown, slight moist, medium stiff
SILT (ML), dark brown, moist, medium stiff
CLAYEY SILT (ML), dark brown, moist, soft to medium stiff
SILTY CLAY (CL-ML), bluish gray, wet, medium stiff
SILTY SAND (SM), gray, wet, medium dense
CLAY (CL), gray, wet, medium stiff
Boring Terminated at 15 Feet
SS
SS
SS
GW
0.1
0.3
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Flush Mount &
Concrete
Bentonite Seal
1'-3'
2" PVC Blank
0'-5'
10-20 Silica
Sand Pack
3'-15'
2" Slotted
(0.010) PVC
Screen 5'-15'
LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock
types; in-situ these transitions may be gradual or may occur at different depths than shown.
GR
A
P
H
I
C

L
O
G
See Exhibit A-2
TH
I
S

B
O
R
I
N
G

L
O
G

I
S

N
O
T

V
A
L
I
D

I
F

S
E
P
A
R
A
T
E
D

F
R
O
M

O
R
I
G
I
N
A
L

R
E
P
O
R
T
.

E
N
V
I
R
O
N
M
E
N
T
A
L

S
M
A
R
T

L
O
G

6
1
2
0
7
2
6
8

S
L

C
H
R
O
M
E

L
S
I
T

B
H
-
M
W

G
I
N
T

8
-
1
8
-
2
0

M
L
.
G
P
J

T
E
R
R
A
C
O
N
_
D
A
T
A
T
E
M
P
L
A
T
E
.
G
D
T

8
/
2
5
/
2
0
255 S. Brooklyn Ave
Salt Lake City, Utah
SITE:
Page 1 of 1
Advancement Method:
Direct Push
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61207268
Drill Rig: Geoprobe
Well Started: 08-17-2020
WELL LOG NO. B-3 MW
SMH Builders Inc.
Driller: DPS
Well Completed: 08-17-2020
Exhibit:
CLIENT:
6949 S High Tech Dr Ste 100
Midvale, UT
PROJECT: SL Chrome LSI
C-3
MATERIAL DESCRIPTION
Sa
m
p
l
e
PI
D

(
p
p
m
)
DE
P
T
H

(
f
t
)
5
10
15
WA
T
E
R

L
E
V
E
L
OB
S
E
R
V
A
T
I
O
N
S
SA
M
P
L
E

T
Y
P
E
Well Completion:
INSTALLATION DETAILS
GW Encountered While Drilling
WATER LEVEL OBSERVATIONS
80
50
60
RE
C
O
V
E
R
Y

(
%
)
0.5
1.0
2.5
4.5
5.0
B-4 @ 0-1', 11:00
B-4 @ 1-3', 11:02
B-4 @ 3-5', 11:04
FILL - GRAVEL
FILL - SILTY GRAVEL
SILT (ML), brown, moist, medium stiff
SANDY SILT (ML), brown, moist, medium stiff
SILT (ML), dark brown, moist, medium stiff
Boring Terminated at 5 Feet
SS
SS
SS
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock
types; in-situ these transitions may be gradual or may occur at different depths than shown.
GR
A
P
H
I
C

L
O
G
See Exhibit A-2
TH
I
S

B
O
R
I
N
G

L
O
G

I
S

N
O
T

V
A
L
I
D

I
F

S
E
P
A
R
A
T
E
D

F
R
O
M

O
R
I
G
I
N
A
L

R
E
P
O
R
T
.

E
N
V
I
R
O
N
M
E
N
T
A
L

S
M
A
R
T

L
O
G

6
1
2
0
7
2
6
8

S
L

C
H
R
O
M
E

L
S
I
T

B
H
-
M
W

G
I
N
T

8
-
1
8
-
2
0

M
L
.
G
P
J

T
E
R
R
A
C
O
N
_
D
A
T
A
T
E
M
P
L
A
T
E
.
G
D
T

8
/
2
5
/
2
0
255 S. Brooklyn Ave
Salt Lake City, Utah
SITE:
Page 1 of 1
Advancement Method:
Direct Push
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61207268
Drill Rig: Geoprobe
Boring Started: 08-17-2020
BORING LOG NO. B-4
SMH Builders Inc.
Driller: DPS
Boring Completed: 08-17-2020
Exhibit:
CLIENT:
6949 S High Tech Dr Ste 100
Midvale, UT
PROJECT: SL Chrome LSI
C-4
MATERIAL DESCRIPTION
Sa
m
p
l
e
PI
D

(
p
p
m
)
DE
P
T
H

(
f
t
)
5
WA
T
E
R

L
E
V
E
L
OB
S
E
R
V
A
T
I
O
N
S
SA
M
P
L
E

T
Y
P
E
GW Not Encountered
WATER LEVEL OBSERVATIONS
80
RE
C
O
V
E
R
Y

(
%
)
0.4
1.5
3.7
5.0
10.0
13.0
14.3
15.0
B-5 @ 0-1', 12:50
B-5 @ 1-3', 13:00
B-5 @ 3-5', 13:02
B-5 @ 5', 13:10
B-5 MW, 8/19/20, 13:10
FILL - GRAVEL
FILL - SILT W/GRAVEL
FILL - SILT W/GRAVEL
SILT (ML), brown, moist, medium stiff
SILT (ML), brown, moist, medium stiff,
- 5 TO 10': low recovery
SILT WITH W/CLAY (ML), dark brown, wet, soft
CLAY (CL), gray, wet, medium stiff
SILTY CLAY (CL-ML), dark brown, wet, soft
Boring Terminated at 15 Feet
SS
SS
SS
SS
GW
0.0
0.1
0.3
0.2
0.0
0.2
0.0
0.0
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Flush Mount &
Concrete
Bentonite Seal
1'-3'
2" PVC Blank
0'-5'
10-20 Silica
Sand Pack
3'-15'
2" Slotted
(0.010) PVC
Screen 5'-15'
LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock
types; in-situ these transitions may be gradual or may occur at different depths than shown.
GR
A
P
H
I
C

L
O
G
See Exhibit A-2
TH
I
S

B
O
R
I
N
G

L
O
G

I
S

N
O
T

V
A
L
I
D

I
F

S
E
P
A
R
A
T
E
D

F
R
O
M

O
R
I
G
I
N
A
L

R
E
P
O
R
T
.

E
N
V
I
R
O
N
M
E
N
T
A
L

S
M
A
R
T

L
O
G

6
1
2
0
7
2
6
8

S
L

C
H
R
O
M
E

L
S
I
T

B
H
-
M
W

G
I
N
T

8
-
1
8
-
2
0

M
L
.
G
P
J

T
E
R
R
A
C
O
N
_
D
A
T
A
T
E
M
P
L
A
T
E
.
G
D
T

8
/
2
5
/
2
0
255 S. Brooklyn Ave
Salt Lake City, Utah
SITE:
Page 1 of 1
Advancement Method:
Direct Push
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61207268
Drill Rig: Geoprobe
Well Started: 08-17-2020
WELL LOG NO. B-5 MW
SMH Builders Inc.
Driller: DPS
Well Completed: 08-17-2020
Exhibit:
CLIENT:
6949 S High Tech Dr Ste 100
Midvale, UT
PROJECT: SL Chrome LSI
C-5
MATERIAL DESCRIPTION
Sa
m
p
l
e
PI
D

(
p
p
m
)
DE
P
T
H

(
f
t
)
5
10
15
WA
T
E
R

L
E
V
E
L
OB
S
E
R
V
A
T
I
O
N
S
SA
M
P
L
E

T
Y
P
E
Well Completion:
INSTALLATION DETAILS
GW Encountered While Drilling
WATER LEVEL OBSERVATIONS
90
5
100
RE
C
O
V
E
R
Y

(
%
)
0.3
1.4
8.6
9.6
10.4
12.0
13.6
15.0
B-6 @ 6.5', 13:50
B-6 MW, 8/19/20, 14:18
FILL - ASPHALT
FILL - SILTY GRAVEL
SILT (ML), brown, moist, medium stiff
SILT WITH CLAY (ML), dark brown, moist, medium stiff
CLAY (CL), gray brown, wet, medium stiff
CLAYEY SILT (ML), gray, wet, soft to medium stiff, with fine sand
CLAY (CL), gray, wet, medium stiff
CLAYEY SILT (ML), gray, wet, soft to medium stiff, with fine sand
Boring Terminated at 15 Feet
SS
GW
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Flush Mount &
Concrete
Bentonite Seal
1'-3'
2" PVC Blank
0'-5'
10-20 Silica
Sand Pack
3'-15'
2" Slotted
(0.010) PVC
Screen 5'-15'
LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock
types; in-situ these transitions may be gradual or may occur at different depths than shown.
GR
A
P
H
I
C

L
O
G
See Exhibit A-2
TH
I
S

B
O
R
I
N
G

L
O
G

I
S

N
O
T

V
A
L
I
D

I
F

S
E
P
A
R
A
T
E
D

F
R
O
M

O
R
I
G
I
N
A
L

R
E
P
O
R
T
.

E
N
V
I
R
O
N
M
E
N
T
A
L

S
M
A
R
T

L
O
G

6
1
2
0
7
2
6
8

S
L

C
H
R
O
M
E

L
S
I
T

B
H
-
M
W

G
I
N
T

8
-
1
8
-
2
0

M
L
.
G
P
J

T
E
R
R
A
C
O
N
_
D
A
T
A
T
E
M
P
L
A
T
E
.
G
D
T

8
/
2
5
/
2
0
255 S. Brooklyn Ave
Salt Lake City, Utah
SITE:
Page 1 of 1
Advancement Method:
Direct Push
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61207268
Drill Rig: Geoprobe
Well Started: 08-17-2020
WELL LOG NO. B-6 MW
SMH Builders Inc.
Driller: DPS
Well Completed: 08-17-2020
Exhibit:
CLIENT:
6949 S High Tech Dr Ste 100
Midvale, UT
PROJECT: SL Chrome LSI
C-6
MATERIAL DESCRIPTION
Sa
m
p
l
e
PI
D

(
p
p
m
)
DE
P
T
H

(
f
t
)
5
10
15
WA
T
E
R

L
E
V
E
L
OB
S
E
R
V
A
T
I
O
N
S
SA
M
P
L
E

T
Y
P
E
Well Completion:
INSTALLATION DETAILS
GW Encountered While Drilling
WATER LEVEL OBSERVATIONS
60
85
70
RE
C
O
V
E
R
Y

(
%
)
0.5
1.3
2.9
5.4
7.5
10.0
15.0
B-7 @ 1.5', 15:22
B-7 @ 7', 15:26
B-7 GW, 17:17
FILL - CONCRETE
FILL - SILTY GRAVEL
FILL - SILT WITH GRAVEL
SILT (ML), brown, moist, medium stiff
SILT W/CLAY (ML), dark brown gray, moist, medium stiff
SILTY CLAY (CL-ML), gray, wet, soft to medium stiff
SILT/CLAY, 10' to 15'- No Recovery
Boring Terminated at 15 Feet
SS
GW
0.1
0.3
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock
types; in-situ these transitions may be gradual or may occur at different depths than shown.
GR
A
P
H
I
C

L
O
G
See Exhibit A-2
TH
I
S

B
O
R
I
N
G

L
O
G

I
S

N
O
T

V
A
L
I
D

I
F

S
E
P
A
R
A
T
E
D

F
R
O
M

O
R
I
G
I
N
A
L

R
E
P
O
R
T
.

E
N
V
I
R
O
N
M
E
N
T
A
L

S
M
A
R
T

L
O
G

6
1
2
0
7
2
6
8

S
L

C
H
R
O
M
E

L
S
I
T

B
H
-
M
W

G
I
N
T

8
-
1
8
-
2
0

M
L
.
G
P
J

T
E
R
R
A
C
O
N
_
D
A
T
A
T
E
M
P
L
A
T
E
.
G
D
T

8
/
2
5
/
2
0
255 S. Brooklyn Ave
Salt Lake City, Utah
SITE:
Page 1 of 1
Advancement Method:
Direct Push
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61207268
Drill Rig: Geoprobe
Boring Started: 08-18-2020
BORING LOG NO. B-7
SMH Builders Inc.
Driller: DPS
Boring Completed: 08-18-2020
Exhibit:
CLIENT:
6949 S High Tech Dr Ste 100
Midvale, UT
PROJECT: SL Chrome LSI
C-7
MATERIAL DESCRIPTION
Sa
m
p
l
e
PI
D

(
p
p
m
)
DE
P
T
H

(
f
t
)
5
10
15
WA
T
E
R

L
E
V
E
L
OB
S
E
R
V
A
T
I
O
N
S
SA
M
P
L
E

T
Y
P
E
GW Encountered While Drilling
WATER LEVEL OBSERVATIONS
50
80
0
RE
C
O
V
E
R
Y

(
%
)
0.5
1.3
6.6
10.2
11.3
12.8
15.0
B-8 @ 2', 09:55
B-8 @ 8', 10:05
B-8 GW, 11:50
FILL - CONCRETE
FILL - SILTY GRAVEL
SILT (ML), brown, moist, medium stiff
SILT (ML), dark gray, moist, medium stiff
CLAY (CL), dark gray, wet, soft
SILT WITH FINE SAND (ML), brown, wet, soft
CLAYEY SILT (ML), light gray, wet, medium stiff
Boring Terminated at 15 Feet
SS
SS
GW
0.0
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock
types; in-situ these transitions may be gradual or may occur at different depths than shown.
GR
A
P
H
I
C

L
O
G
See Exhibit A-2
TH
I
S

B
O
R
I
N
G

L
O
G

I
S

N
O
T

V
A
L
I
D

I
F

S
E
P
A
R
A
T
E
D

F
R
O
M

O
R
I
G
I
N
A
L

R
E
P
O
R
T
.

E
N
V
I
R
O
N
M
E
N
T
A
L

S
M
A
R
T

L
O
G

6
1
2
0
7
2
6
8

S
L

C
H
R
O
M
E

L
S
I
T

B
H
-
M
W

G
I
N
T

8
-
1
8
-
2
0

M
L
.
G
P
J

T
E
R
R
A
C
O
N
_
D
A
T
A
T
E
M
P
L
A
T
E
.
G
D
T

8
/
2
5
/
2
0
255 S. Brooklyn Ave
Salt Lake City, Utah
SITE:
Page 1 of 1
Advancement Method:
Direct Push
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61207268
Drill Rig: Geoprobe
Boring Started: 08-18-2020
BORING LOG NO. B-8
SMH Builders Inc.
Driller: DPS
Boring Completed: 08-18-2020
Exhibit:
CLIENT:
6949 S High Tech Dr Ste 100
Midvale, UT
PROJECT: SL Chrome LSI
C-8
MATERIAL DESCRIPTION
Sa
m
p
l
e
PI
D

(
p
p
m
)
DE
P
T
H

(
f
t
)
5
10
15
WA
T
E
R

L
E
V
E
L
OB
S
E
R
V
A
T
I
O
N
S
SA
M
P
L
E

T
Y
P
E
GW Encountered While Drilling
WATER LEVEL OBSERVATIONS
60
60
60
RE
C
O
V
E
R
Y

(
%
)
0.5
1.0
4.5
9.3
12.0
15.0
B-9 @ 1.5', 10:50
B-9 @ 8', 11:02
B-9 GW, 12:21
FILL - CONCRETE
FILL - SILTY GRAVEL
SILT (ML), brown, moist, medium stiff
SILT WITH CLAY (ML), gray, moist, soft to medium stiff
SILT WITH MINOR CLAY (ML), light brown, wet, soft to medium stiff
SILTY CLAY (CL-ML), gray, wet, medium stiff
Boring Terminated at 15 Feet
SS
SS
GW
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock
types; in-situ these transitions may be gradual or may occur at different depths than shown.
GR
A
P
H
I
C

L
O
G
See Exhibit A-2
TH
I
S

B
O
R
I
N
G

L
O
G

I
S

N
O
T

V
A
L
I
D

I
F

S
E
P
A
R
A
T
E
D

F
R
O
M

O
R
I
G
I
N
A
L

R
E
P
O
R
T
.

E
N
V
I
R
O
N
M
E
N
T
A
L

S
M
A
R
T

L
O
G

6
1
2
0
7
2
6
8

S
L

C
H
R
O
M
E

L
S
I
T

B
H
-
M
W

G
I
N
T

8
-
1
8
-
2
0

M
L
.
G
P
J

T
E
R
R
A
C
O
N
_
D
A
T
A
T
E
M
P
L
A
T
E
.
G
D
T

8
/
2
5
/
2
0
255 S. Brooklyn Ave
Salt Lake City, Utah
SITE:
Page 1 of 1
Advancement Method:
Direct Push
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61207268
Drill Rig: Geoprobe
Boring Started: 08-18-2020
BORING LOG NO. B-9
SMH Builders Inc.
Driller: DPS
Boring Completed: 08-18-2020
Exhibit:
CLIENT:
6949 S High Tech Dr Ste 100
Midvale, UT
PROJECT: SL Chrome LSI
C-9
MATERIAL DESCRIPTION
Sa
m
p
l
e
PI
D

(
p
p
m
)
DE
P
T
H

(
f
t
)
5
10
15
WA
T
E
R

L
E
V
E
L
OB
S
E
R
V
A
T
I
O
N
S
SA
M
P
L
E

T
Y
P
E
GW Encountered While Drilling
WATER LEVEL OBSERVATIONS
40
90
90
RE
C
O
V
E
R
Y

(
%
)
0.4
1.0
2.5
6.7
10.5
11.7
15.0
B-10 @ 2', 13:14
B-10 @ 7', 13:18
B-10 GW, 13:35
FILL - CONCRETE
FILL - SILTY GRAVEL
FILL - SILT WITH GRAVEL
SILT (ML), brown, moist, medium stiff
SILT WITH CLAY (ML), dark brown, moist to wet, soft to medium stiff
CLAY (CL), dark brown, wet, soft
SILTY CLAY (CL-ML), gray, wet, medium stiff, with fine sand
Boring Terminated at 15 Feet
SS
SS
GW
0.0
0.0
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock
types; in-situ these transitions may be gradual or may occur at different depths than shown.
GR
A
P
H
I
C

L
O
G
See Exhibit A-2
TH
I
S

B
O
R
I
N
G

L
O
G

I
S

N
O
T

V
A
L
I
D

I
F

S
E
P
A
R
A
T
E
D

F
R
O
M

O
R
I
G
I
N
A
L

R
E
P
O
R
T
.

E
N
V
I
R
O
N
M
E
N
T
A
L

S
M
A
R
T

L
O
G

6
1
2
0
7
2
6
8

S
L

C
H
R
O
M
E

L
S
I
T

B
H
-
M
W

G
I
N
T

8
-
1
8
-
2
0

M
L
.
G
P
J

T
E
R
R
A
C
O
N
_
D
A
T
A
T
E
M
P
L
A
T
E
.
G
D
T

8
/
2
5
/
2
0
255 S. Brooklyn Ave
Salt Lake City, Utah
SITE:
Page 1 of 1
Advancement Method:
Direct Push
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61207268
Drill Rig: Geoprobe
Boring Started: 08-18-2020
BORING LOG NO. B-10
SMH Builders Inc.
Driller: DPS
Boring Completed: 08-18-2020
Exhibit:
CLIENT:
6949 S High Tech Dr Ste 100
Midvale, UT
PROJECT: SL Chrome LSI
C-10
MATERIAL DESCRIPTION
Sa
m
p
l
e
PI
D

(
p
p
m
)
DE
P
T
H

(
f
t
)
5
10
15
WA
T
E
R

L
E
V
E
L
OB
S
E
R
V
A
T
I
O
N
S
SA
M
P
L
E

T
Y
P
E
GW Encountered While Drilling
WATER LEVEL OBSERVATIONS
70
50
80
RE
C
O
V
E
R
Y

(
%
)
0.4
1.3
2.8
6.5
9.3
10.3
12.6
14.5
15.0
B-11 @ 1.5', 13:56
B-11 @ 8.5', 14:00
B-11 GW, 14:40
FILL - CONCRETE
FILL - SILTY GRAVEL
FILL - SILT WITH GRAVEL
SILT (ML), brown, moist, medium stiff
SILT WITH CLAY (ML), dark gray brown, moist, medium stiff
SILT WITH SAND (ML), brown, wet, very soft
CLAYEY SILT (ML), brown, wet, soft
CLAY (CL), gray, wet, soft to medium stiff
CLAYEY SILT W/FINE SAND (ML), gray, wet, stiff
Boring Terminated at 15 Feet
SS
SS
GW
0.0
0.3
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock
types; in-situ these transitions may be gradual or may occur at different depths than shown.
GR
A
P
H
I
C

L
O
G
See Exhibit A-2
TH
I
S

B
O
R
I
N
G

L
O
G

I
S

N
O
T

V
A
L
I
D

I
F

S
E
P
A
R
A
T
E
D

F
R
O
M

O
R
I
G
I
N
A
L

R
E
P
O
R
T
.

E
N
V
I
R
O
N
M
E
N
T
A
L

S
M
A
R
T

L
O
G

6
1
2
0
7
2
6
8

S
L

C
H
R
O
M
E

L
S
I
T

B
H
-
M
W

G
I
N
T

8
-
1
8
-
2
0

M
L
.
G
P
J

T
E
R
R
A
C
O
N
_
D
A
T
A
T
E
M
P
L
A
T
E
.
G
D
T

8
/
2
5
/
2
0
255 S. Brooklyn Ave
Salt Lake City, Utah
SITE:
Page 1 of 1
Advancement Method:
Direct Push
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61207268
Drill Rig: Geoprobe
Boring Started: 08-18-2020
BORING LOG NO. B-11
SMH Builders Inc.
Driller: DPS
Boring Completed: 08-18-2020
Exhibit:
CLIENT:
6949 S High Tech Dr Ste 100
Midvale, UT
PROJECT: SL Chrome LSI
C-11
MATERIAL DESCRIPTION
Sa
m
p
l
e
PI
D

(
p
p
m
)
DE
P
T
H

(
f
t
)
5
10
15
WA
T
E
R

L
E
V
E
L
OB
S
E
R
V
A
T
I
O
N
S
SA
M
P
L
E

T
Y
P
E
GW Encountered While Drilling
WATER LEVEL OBSERVATIONS
50
50
90
RE
C
O
V
E
R
Y

(
%
)
Soil Borings
SB-1 to SB-13
March 2021
Boring / Well No.:SB-1 Start Date & Time: 3/9/2021 840 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/9/2021 850
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: NA
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: Not encountered Static Water: Not encountered
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Asphalt
Scan Headspace
02"0
2" 1 to 50% MC M 0.0
14
45 50.0
to
to
to
to
to
to
Re
c
o
v
e
r
y
Me
t
h
o
d
Mo
i
s
t
u
r
e
Bl
o
w

C
o
u
n
t
SAND AND GRAVEL with Silt (FILL), Dark Brown, Moist
SILT (ML), Dark Brown, Moist
SANDY SILT (ML) with Clay, Brown, Moist
End of Boring at 5 feet. Soil sample collected at (0-1 feet)
PID or FID
Measurements
ASPHALT
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
a
p
h
i
c
s
I.
D
.
In
t
e
r
v
a
l
Boring Log PSI Project No.  02791734
Boring / Well No.:SB-2 Start Date & Time: 3/9/2021 855 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/9/2021 910
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: NA
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: Not encountered Static Water: Not encountered
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Soil
Scan Headspace
01.5 0
1.5 2.5 to 50% MC M 0.0
2.5
5 50.0
to
to
to
to
to
to
Re
c
o
v
e
r
y
Me
t
h
o
d
Mo
i
s
t
u
r
e
Bl
o
w

C
o
u
n
t
SILT (ML), Dark Brown, Moist
SANDY SILT (ML) with Clay, Brown, Moist
End of Boring at 5 feet. Soil sample collected at (0-1 feet)
PID or FID
Measurements
SAND AND GRAVEL with Silt (FILL), pieces of red brick, Dark Brown, Moist
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
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Boring Log PSI Project No.  02791734
Boring / Well No.:SB-3 Start Date & Time: 3/9/2021 910 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/9/2021 915
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: NA
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: Not encountered Static Water: Not encountered
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Soil
Scan Headspace
02 0
23 to 60% MC M 0.0
3
5 50.0
to
to
to
to
to
to
Re
c
o
v
e
r
y
Me
t
h
o
d
Mo
i
s
t
u
r
e
Bl
o
w

C
o
u
n
t
SILT (ML), Dark Brown, Moist
SANDY SILT (ML) with Clay, Brown, Moist
End of Boring at 5 feet. Soil sample collected at (0-1 feet)
PID or FID
Measurements
SAND AND GRAVEL with Silt (FILL), Dark Brown, Moist
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
a
p
h
i
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s
I.
D
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In
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Boring Log PSI Project No.  02791734
Boring / Well No.:SB-4 Start Date & Time: 3/9/2021 920 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/9/2021 930
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: NA
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: Not encountered Static Water: Not encountered
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Soil
Scan Headspace
01 0
11.5 to 60% MC M 0.0
1.5
5 50.0
to
to
to
to
to
to
Re
c
o
v
e
r
y
Me
t
h
o
d
Mo
i
s
t
u
r
e
Bl
o
w

C
o
u
n
t
SILT (ML), Dark Brown, Moist
SANDY SILT (ML) with Clay, Brown, Moist
End of Boring at 5 feet. Soil sample collected at (0-1 feet)
PID or FID
Measurements
SAND AND GRAVEL with Silt (FILL), Dark Brown, Moist
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
a
p
h
i
c
s
I.
D
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In
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Boring Log PSI Project No.  02791734
Boring / Well No.:SB-5 Start Date & Time: 3/9/2021 935 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/9/2021 940
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: NA
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: Not encountered Static Water: Not encountered
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Soil
Scan Headspace
01.5 0
1.5 to 80% MC M 0.0
2 2
to
to
to
to
to
to
Re
c
o
v
e
r
y
Me
t
h
o
d
Mo
i
s
t
u
r
e
Bl
o
w

C
o
u
n
t
SILT (ML), Dark Brown, Moist
End of Boring at 2 feet. Soil sample collected at (0-1 feet)
PID or FID
Measurements
SAND AND GRAVEL with Silt (FILL), Dark Brown, Moist
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
a
p
h
i
c
s
I.
D
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In
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Boring Log PSI Project No.  02791734
Boring / Well No.:SB-6 Start Date & Time: 3/9/2021 950 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/9/2021 955
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: NA
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: Not encountered Static Water: Not encountered
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Soil
Scan Headspace
01 0
1 to 60% MC M 0.0
5 50.0
to
to
to
to
to
to
Re
c
o
v
e
r
y
Me
t
h
o
d
Mo
i
s
t
u
r
e
Bl
o
w

C
o
u
n
t
SILT (ML), Dark Brown, Moist
End of Boring at 5 feet. Soil sample collected at (0-1 feet)
PID or FID
Measurements
SAND AND GRAVEL with Silt (FILL), Dark Brown, Moist
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
a
p
h
i
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s
I.
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In
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Boring Log PSI Project No.  02791734
Boring / Well No.:SB-7 Start Date & Time: 3/9/2021 1310 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/9/2021 1315
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: PSI Drilling Equipment: Hand Auger
Driller: Eric Ross Drilling Method: Hand Auger
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: NA
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: Not encountered Static Water: Not encountered
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Soil
Scan Headspace
0 0
to 100% MC M 0.1
10"
10" 1 10.1
to
to
to
to
to
to
Re
c
o
v
e
r
y
Me
t
h
o
d
Mo
i
s
t
u
r
e
Bl
o
w

C
o
u
n
t
SILT (ML), Dark Brown, Moist
End of Boring at 1 feet. Soil sample collected at (0-1 feet)
PID or FID
Measurements
SAND AND GRAVEL with Silt (FILL), Dark Brown, Moist
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
a
p
h
i
c
s
I.
D
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In
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Boring Log PSI Project No.  02791734
Boring / Well No.:SB-8 Start Date & Time: 3/9/2021 1330 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/9/2021 1340
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: PSI Drilling Equipment: Hand Auger
Driller: Eric Ross Drilling Method: Hand Auger
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: NA
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: Not encountered Static Water: Not encountered
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Soil
Scan Headspace
0 0
to 100% MC M 0.0
10"
10" 1 10.0
to
to
to
to
to
to
Re
c
o
v
e
r
y
Me
t
h
o
d
Mo
i
s
t
u
r
e
Bl
o
w

C
o
u
n
t
SILT (ML), Dark Brown, Moist
End of Boring at 1 feet. Soil sample collected at (0-1 feet)
PID or FID
Measurements
SAND AND GRAVEL with Silt (FILL), Dark Brown, Moist
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
a
p
h
i
c
s
I.
D
.
In
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Boring Log PSI Project No.  02791734
Boring / Well No.:SB-9 Start Date & Time: 3/10/2021 845 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/10/2021 855
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: NA
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: Not encountered Static Water: Not encountered
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Soil
Scan Headspace
01.5 0
1.5 to 60% MC M 0.0
3.5
3.5 5 50.0
to
to
to
to
to
to
Re
c
o
v
e
r
y
Me
t
h
o
d
Mo
i
s
t
u
r
e
Bl
o
w

C
o
u
n
t
SILT (ML), Dark Brown, Moist
SANDY SILT (ML) with Clay, Brown, Moist
End of Boring at 5 feet. Soil sample collected at (0-1 feet) and (3 feet)
PID or FID
Measurements
SAND AND GRAVEL with Silt (FILL), Dark Brown, Moist
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
a
p
h
i
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In
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Boring Log PSI Project No.  02791734
Boring / Well No.:SB-10 Start Date & Time: 3/10/2021 900 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/10/2021 908
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: NA
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: 6 feet 11 inches Static Water: Not encountered
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Asphalt
Scan Headspace
02"0
2" 1.5 to 60% MC M 0.0
1.5
40.0
4.5 4
4.5 6.5 to 60% MC M 0.0
6.5 M
7 7W0.0
to
to
to
to
to
wet at 6' 11"
End of Boring at 7 feet. Soil sample collected at (0-1 feet) and (6-7 feet)
CLAYEY SILT (ML), Brown, Moist
Re
c
o
v
e
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Me
t
h
o
d
Mo
i
s
t
u
r
e
Bl
o
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C
o
u
n
t
SAND AND GRAVEL with Silt (FILL), Dark Brown, Moist
SILT (ML), Dark Brown, Moist
SANDY SILT (ML) with Clay, Brown, Moist
PID or FID
Measurements
ASPHALT
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
a
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Boring Log PSI Project No.  02791734
Boring / Well No.:SB-11 Start Date & Time: 3/10/2021 910 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/10/2021 915
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: NA
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: 6 feet 11 inches Static Water: Not encountered
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Asphalt
Scan Headspace
02"0
2" 1.5 to 80% MC M 0.0
1.5
40.0
4.5 4
4.5 6.5 to 80% MC M 0.0
6.5 M
7 7W0.0
to
to
to
to
to
wet at 6' 11"
End of Boring at 7 feet. Soil sample collected at (0-1 feet) and (6-7 feet)
CLAYEY SILT (ML), Brown, Moist
Re
c
o
v
e
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Me
t
h
o
d
Mo
i
s
t
u
r
e
Bl
o
w

C
o
u
n
t
SAND AND GRAVEL with Silt (FILL), Dark Brown, Moist
SILT (ML), Dark Brown, Moist
SANDY SILT (ML) with Clay, Brown, Moist
PID or FID
Measurements
ASPHALT
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
a
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Boring Log PSI Project No.  02791734
Boring / Well No.:SB-12 Start Date & Time: 3/10/2021 925 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/10/2021 930
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: NA
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: Not encountered Static Water: Not encountered
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Asphalt
Scan Headspace
02"0
2" 1.5 to 60% MC M 0.0
1.5 4.5
4.5 5 50.0
to MC
to
to
to
to
to
Re
c
o
v
e
r
y
Me
t
h
o
d
Mo
i
s
t
u
r
e
Bl
o
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C
o
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t
SAND AND GRAVEL with Silt (FILL), Dark Brown, Moist
SILT (ML), Dark Brown, Moist
SANDY SILT (ML) with Clay, Brown, Moist
Encountered refusal at 5 feet. Concrete slab.
End of Boring at 5 feet. Soil sample collected at (0-1 feet) and (5 feet)
PID or FID
Measurements
ASPHALT
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
a
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Boring Log PSI Project No.  02791734
Boring / Well No.:SB-13 Start Date & Time: 3/11/2021 1120 Boring Location / Coordinates:
Logged By: Randy Shallbetter Finish Date & Time: 3/11/2021 1140
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: PSI Drilling Equipment: Hand Auger
Driller: Randy Shallbetter Drilling Method: Hand Auger
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: NA
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: Not encountered Static Water: Not encountered
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Concrete
Scan Headspace
04"0
4"to 100% MC D 0.0
10"
10" 1 10.0
to
to
to
to
to
to
Re
c
o
v
e
r
y
Me
t
h
o
d
Mo
i
s
t
u
r
e
Bl
o
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C
o
u
n
t
SAND AND GRAVEL with Silt (FILL), Dark Brown, Dry
SILT (ML), Dark Brown, Dry
End of Boring at 1 feet. Soil sample collected at (0-1 feet)
PID or FID
Measurements
CONCRETE
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
a
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Boring Log PSI Project No.  02791734
Borings
B-12 to B-26
March 2021
Boring / Well No.:B-12 Start Date & Time: 3/9/2021 1000 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/9/2021 1015
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: peristaltic pump
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: 7.5 feet Static Water: NA
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Soil
Scan Headspace
01 0
1 to 40% MC M 0.0
4.5
4.5 5 5M0.0
5 5M
to 40% MC W 0.0
9 W
910 10 W 0.0
10 10 M
to 40% MC M 0.0
15 15 M 0.0
to
to
to
to
SILTY CLAY (CL) with Sand, Grey, Wet, Soft
CLAY (CL), Blue/Grey, Moist, Medium Stiff
End of Boring at 15 feet. Soil sample collected at (0-1 feet) and (2-3 feet).
Temporary drive point for the collection of a groundwater sample.
Re
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v
e
r
y
Me
t
h
o
d
Mo
i
s
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u
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e
Bl
o
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C
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u
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t
SILT (ML), Dark Brown, Moist
SANDY SILT (ML) with Clay, Brown, Moist
SANDY SILT (ML) with Clay, Brown, Moist
wet at 7.5 feet
PID or FID
Measurements
SAND AND GRAVEL with Silt (FILL), Dark Brown, Moist
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
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Boring Log PSI Project No.  02791734
Boring / Well No.:B-13 Start Date & Time: 3/9/2021 1100 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/9/2021 1113
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: NA
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: Not encountered Static Water: Not encountered
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Asphalt
Scan Headspace
02"0
2" 1 to 50% MC M 0.0
1
5 50.0
55' 4"5
5" 4"to 50% MC M 0.0
7.5 W
7.5 10 10 W 0.0
10 10 W
to 50% MC M 0.0
15 15 M 0.0
to
to
to
to
SANDY CLAY (CL) with Silt, Grey, Wet, Soft
CLAY (CL), Blue/Grey, Moist, Medium Stiff
End of Boring at 15 feet. Soil sample collected at (0-1 feet) and (1-3 feet).
Temporary drive point for the collection of a groundwater sample.
wet at 7.5 feet
Re
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y
Me
t
h
o
d
Mo
i
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Bl
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C
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t
SAND AND GRAVEL with Silt (FILL), Dark Brown, Moist
SILT (ML), Dark Brown, Moist
Fine- to Medium-Grained SAND (SM) with Silt, 4 inches thick, Brown, Moist
SANDY SILT (ML) with Clay, Brown, Moist
PID or FID
Measurements
ASPHALT
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
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Boring Log PSI Project No.  02791734
Boring / Well No.:B-14 Start Date & Time: 3/9/2021 1145 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/9/2021 1200
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: peristaltic pump
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: 7.0 feet Static Water: NA
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Soil
Scan Headspace
08"0
8" 2 to 50% MC M 0.0
2
5 5M0.0
5 5M
to 50% MC W 0.0
9.5 W
9.5 10 10 W 0.0
10 10 M
to 80% MC M 0.0
15 15 M 0.0
to
to
to
to
SILTY CLAY (CL) with Sand, Grey, Wet, Soft
CLAY (CL), Blue/Grey, Moist, Medium Stiff
End of Boring at 15 feet. Soil sample collected at (0-1 feet).
Temporary drive point for the collection of a groundwater sample.
Re
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e
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Me
t
h
o
d
Mo
i
s
t
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e
Bl
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C
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t
SILT (ML), Dark Brown, Moist
SANDY SILT (ML) with Clay, Brown, Moist
SANDY SILT (ML) with Clay, Brown, Moist
wet at 7.0 feet
PID or FID
Measurements
SAND AND GRAVEL with Silt (FILL), Dark Brown, Moist
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
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Boring Log PSI Project No.  02791734
Boring / Well No.:B-15 Start Date & Time: 3/9/2021 1300 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/9/2021 1312
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: peristaltic pump
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: 7.5 feet Static Water: NA
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Soil
Scan Headspace
01 0
12 to 50% MC M 0.1
2
5 5M0.1
5 5M
to 50% MC W 0.0
9.5 W
9.5 10 10 W 0.1
10 10 M
to 80% MC M 0.1
15 15 M 0.1
to
to
to
to
SILTY CLAY (CL) with Sand, Grey, Wet, Soft
CLAY (CL), Blue/Grey, Moist, Medium Stiff
End of Boring at 15 feet. Soil sample collected at (0-1 feet) and (3-4 feet).
Temporary drive point for the collection of a groundwater sample.
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SILT (ML), Dark Brown, Moist
SANDY SILT (ML) with Clay, Brown, Moist
SANDY SILT (ML) with Clay, Brown, Moist
wet at 7.5 feet
PID or FID
Measurements
SAND AND GRAVEL with Silt (FILL), Dark Brown, Moist
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
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Boring Log PSI Project No.  02791734
Boring / Well No.:B-16 Start Date & Time: 3/9/2021 1330 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/9/2021 1345
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: peristaltic pump
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: 7.5 feet Static Water: NA
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Soil
Scan Headspace
01 0
1 to 30% MC M 0.0
5 5M0.0
5 5M
to 30% MC W 0.1
9.5 W
9.5 10 10 W 0.1
10 10 M
to 30% MC M 0.0
15 15 M 0.1
to
to
to
to
SILTY CLAY (CL) with Sand, Grey, Wet, Soft
CLAY (CL), Blue/Grey, Moist, Medium Stiff
End of Boring at 15 feet. Soil sample collected at (0-1 feet) and (2-3 feet).
Temporary drive point for the collection of a groundwater sample.
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SILT (ML), Dark Brown, Moist
SANDY SILT (ML) with Clay, Brown, Moist
wet at 7.5 feet
PID or FID
Measurements
SAND AND GRAVEL with Silt (FILL), Dark Brown, Moist
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
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Boring Log PSI Project No.  02791734
Boring / Well No.:B-17 Start Date & Time: 3/9/2021 1410 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/9/2021 1425
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: peristaltic pump
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: 7.5 feet Static Water: NA
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Soil
Scan Headspace
01 0
1 to 30% MC M 0.0
5 5M0.0
5 5M
to 30% MC W 0.1
9.5 W
9.5 10 10 W 0.0
10 10 M
to 30% MC M 0.1
15 15 M 0.0
to
to
to
to
SILTY CLAY (CL) with Sand, Grey, Wet, Soft
CLAY (CL), Blue/Grey, Moist, Medium Stiff
End of Boring at 15 feet. Soil sample collected at (0-1 feet).
Temporary drive point for the collection of a groundwater sample.
Re
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Bl
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SILT (ML), Dark Brown, Moist
SANDY SILT (ML) with Clay, Brown, Moist
wet at 7.5 feet
PID or FID
Measurements
SAND AND GRAVEL with Silt (FILL), Dark Brown, Moist
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
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Boring Log PSI Project No.  02791734
Boring / Well No.:B-18 Start Date & Time: 3/10/2021 1030 Boring Location / Coordinates:
Logged By: Randy Shallbetter Finish Date & Time: 3/10/2021 1050
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: peristaltic pump
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: 7.5 feet Static Water: NA
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Soil
Scan Headspace
01.5 0
1.5 to 30% MC M 0.0
5 5M0.0
5 5M
to 50% MC W 0.0
9.5 W
9.5 10 10 W 0.0
10 10 M
to 50% MC M 0.0
15 15 M 0.0
to
to
to
to
SILTY CLAY (CL) with Sand, Grey, Wet, Soft
CLAY (CL), Blue/Grey, Moist, Medium Stiff
End of Boring at 15 feet. Soil sample collected at (0-1 feet).
Temporary drive point for the collection of a groundwater sample.
Re
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Bl
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SILT (ML), Dark Brown, Moist
SANDY SILT (ML) with Clay, Brown, Moist
wet at 7.5 feet
PID or FID
Measurements
SAND AND GRAVEL with Silt (FILL), Dark Brown, Moist
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
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Boring Log PSI Project No.  02791734
Boring / Well No.:B-19 Start Date & Time: 3/10/2021 1100 Boring Location / Coordinates:
Logged By: Randy Shallbetter Finish Date & Time: 3/10/2021 1113
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: peristaltic pump
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: 7.0 feet Static Water: NA
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Asphalt
Scan Headspace
02"0
2" 1 to 50% MC M 0.0
14
45 5M0.0
5 5M
to 50% MC W 0.0
W
10 10 W 0.0
10 10.5 10 W
10.5 to 50% MC M 0.0
15 15 M 0.0
to
to
to
to
SILTY CLAY (CL) with Sand, Grey, Wet, Soft
CLAY (CL), Blue/Grey, Moist, Medium Stiff
End of Boring at 15 feet. Soil sample collected at (0-1 feet) and (6-7 feet).
Temporary drive point for the collection of a groundwater sample.
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Bl
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C
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SAND AND GRAVEL with Silt (FILL), Dark Brown, Moist
SILT (ML), Dark Brown, Moist
SANDY SILT (ML) with Clay, Brown, Moist
SANDY SILT (ML) with Clay, Brown, Moist
wet at 7.0 feet
PID or FID
Measurements
ASPHALT
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
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Boring Log PSI Project No.  02791734
Boring / Well No.:B-20 Start Date & Time: 3/10/2021 1135 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/10/2021 1200
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: peristaltic pump
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: 7.5 feet Static Water: NA
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Asphalt
Scan Headspace
02"0
2" 1.5 to 50% MC M 0.0
1.5 2.5
2.5 5 5M0.0
5 5M
to 60% MC W 0.0
W
10 10 W 0.0
10 10.5 10 W
10.5 to 80% MC M 0.0
15 15 M 0.0
to
to
to
to
SILTY CLAY (CL) with Sand, Grey, Wet, Soft
CLAY (CL), Blue/Grey, Moist, Medium Stiff
End of Boring at 15 feet. Soil sample collected at (0-1 feet) and (6-7 feet).
Temporary drive point for the collection of a groundwater sample.
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SAND AND GRAVEL with Silt (FILL), Dark Brown, Moist
SILT (ML), Dark Brown, Moist
SANDY SILT (ML) with Clay, Brown, Moist
SANDY SILT (ML) with Clay, Brown, Moist
wet at 7.5 feet
PID or FID
Measurements
ASPHALT
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
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Boring Log PSI Project No.  02791734
Boring / Well No.:B-21 Start Date & Time: 3/10/2021 1300 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/10/2021 1320
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: peristaltic pump
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: 7.5 feet Static Water: NA
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Asphalt
Scan Headspace
02"0
2" 1.5 to 40% MC M 0.0
1.5
5 5M0.0
5 5M
to 40% MC W 0.0
W
10 10 W 0.0
10 10.5 10 W
10.5 to 40% MC M 0.0
15 15 M 0.0
to
to
to
to
SILTY CLAY (CL) with Sand, Grey, Wet, Soft
CLAY (CL), Blue/Grey, Moist, Medium Stiff
End of Boring at 15 feet. Soil sample collected at (0-1 feet) and (6-7 feet).
Temporary drive point for the collection of a groundwater sample.
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Bl
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SAND AND GRAVEL with Silt (FILL), Dark Brown, Moist
SILT (ML), Dark Brown, Moist
SANDY SILT (ML) with Clay, Brown, Moist
wet at 7.5 feet
PID or FID
Measurements
ASPHALT
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
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Boring Log PSI Project No.  02791734
Boring / Well No.:B-22 Start Date & Time: 3/10/2021 1335 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/10/2021 1350
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: peristaltic pump
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: 7.0 feet Static Water: NA
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Concrete
Scan Headspace
03"0
3" 1 to 50% MC D 0.0
13
35 5D0.1
5 5M
to 50% MC W 0.0
W
10 10 W 0.0
10 10.5 10 W
10.5 to 80% MC M 0.0
15 15 M 0.0
to
to
to
to
SILTY CLAY (CL) with Sand, Grey, Wet, Soft
CLAY (CL), Blue/Grey, Moist, Medium Stiff
End of Boring at 15 feet. Soil sample collected at (1-3 feet) and (6-7 feet).
Temporary drive point for the collection of a groundwater sample.
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SAND AND GRAVEL with Silt (FILL), Dark Brown, Dry
SILT (ML), Dark Brown, Dry
SAND AND GRAVEL with Silt, Brown, Dry
SANDY SILT (ML) with Clay, Brown, Moist
wet at 7.0 feet
PID or FID
Measurements
CONCRETE
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
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Boring Log PSI Project No.  02791734
Boring / Well No.:B-23 Start Date & Time: 3/10/2021 1400 Boring Location / Coordinates:
Logged By: Randy Shallbetter Finish Date & Time: 3/10/2021 1430
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: peristaltic pump
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: 7.0 feet Static Water: NA
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Concrete
Scan Headspace
03"0
3" 1 to 50% MC D 0.0
13
35 5D0.1
5 5M
to 50% MC W 0.0
W
10 10 W 0.0
10 10.5 10 W
10.5 to 50% MC M 0.0
15 15 M 0.0
to
to
to
to
SILTY CLAY (CL) with Sand, Grey, Wet, Soft
CLAY (CL), Blue/Grey, Moist, Medium Stiff
End of Boring at 15 feet. Soil sample collected at (1-3 feet) and (6-7 feet).
Temporary drive point for the collection of a groundwater sample.
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SAND AND GRAVEL with Silt (FILL), Dark Brown, Dry
SILT (ML), Dark Brown, Dry
SAND AND GRAVEL with Silt, Brown, Dry
SANDY SILT (ML) with Clay, Brown, Moist
wet at 7.0 feet
PID or FID
Measurements
CONCRETE
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
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Boring Log PSI Project No.  02791734
Boring / Well No.:B-24 Start Date & Time: 3/11/2021 830 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/11/2021 900
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 2-inch Development Method: peristaltic pump
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: NA Static Water: NA
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Soil
Scan Headspace
0 0
to MC
5 5
5 5
to MC
10 10
10 10
12 to MC
12
to
to
to
to
End of Boring at 12 feet. No soil sample collected.
Temporary drive point for the collection of a groundwater sample.
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Blind drilled to 12 feet for groundwaer collection only.
PID or FID
Measurements
SAND AND GRAVEL with Silt (FILL), Dark Brown, Dry
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
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Boring Log PSI Project No.  02791734
Boring / Well No.:B-25 Start Date & Time: 3/11/2021 1000 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/11/2021 1030
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 2-inch Development Method: peristaltic pump
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: 7.5 feet Static Water: NA
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Concrete
Scan Headspace
06"0
6" 1.5 to 60% MC D 0.0
1.5
5 5D0.0
56 5D
6 to 60% MC M 0.0
W
10 10 W 0.0
10 11 10 W
11 12 to 80% MC M 0.0
12
to
to
to
to
SILTY CLAY (CL) with Sand, Grey, Wet, Soft
CLAY (CL), Blue/Grey, Moist, Medium Stiff
End of Boring at 12 feet. Soil sample collected at (2 feet) and (7 feet).
Temporary drive point for the collection of a groundwater sample.
Groundwater collected exhibited a light yellowish/greenish color.
wet at 7.5 feet
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SAND AND GRAVEL with Silt (FILL), Dark Brown, Dry
SILT (ML), Dark Brown, Dry
SILT (ML), Dark Brown, Dry
SANDY SILT (ML) with Clay, Brown, Moist
PID or FID
Measurements
CONCRETE
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
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Boring Log PSI Project No.  02791734
Boring / Well No.:B-26 Start Date & Time: 3/11/2021 1100 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 3/11/2021 1120
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 2-inch Development Method: peristaltic pump
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: 7.5 feet Static Water: NA
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Concrete
Scan Headspace
06"0
6" 1.5 to 50% MC D 0.0
1.5
5 5D0.0
56 5D
6 to 70% MC M 0.0
W
10 10 W 0.0
10 11 10 W
11 12 to 70% MC M 0.0
12
to
to
to
to
SILTY CLAY (CL) with Sand, Grey, Wet, Soft
CLAY (CL), Blue/Grey, Moist, Medium Stiff
End of Boring at 12 feet. Soil sample collected at (2 feet) and (7 feet).
Temporary drive point for the collection of a groundwater sample.
Groundwater collected exhibited a light yellowish/greenish color.
wet at 7.5 feet
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SAND AND GRAVEL with Silt (FILL), Dark Brown, Dry
SILT (ML), Dark Brown, Dry
SILT (ML), Dark Brown, Dry
SANDY SILT (ML) with Clay, Brown, Moist
PID or FID
Measurements
CONCRETE
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
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Boring Log PSI Project No.  02791734
Borings
B-27 to B-29
Well Construction for
MW-27
May 2021
Boring / Well No.:B-27 (MW)Start Date & Time: 5/6/2021 1150 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 5/6/2021 1245
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-3/4-inch Development Method: Bailer
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: 7.0 feet Static Water: NA
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Concrete
Scan Headspace
01.5 0
1.5 to 50% MC D 0.0
5 5D0.1
5 5M
to 50% MC M 0.6
9 W
910 10 W 0.6
10 10 M
to 50% MC D 2.7
D
15 15
to
to
to
to
PID or FID
Measurements
SAND AND GRAVEL with Silt (FILL), Dark Brown, Dry
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
a
p
h
i
c
s
I.
D
.
In
t
e
r
v
a
l
Re
c
o
v
e
r
y
Me
t
h
o
d
Mo
i
s
t
u
r
e
Bl
o
w

C
o
u
n
t
SILT (ML), Dark Brown, Dry
SANDY SILT (ML) with Clay, Brown, Moist
wet at 7.0 feet
SILTY CLAY (CL) with Sand, Grey, Wet, Soft
CLAY (CL), Blue/Grey, Moist, Medium Stiff
End of Boring at 15 feet. Soil sample collected at (0-2 feet) and (6 feet).
Temporary drive point for the collection of a groundwater sample.
Boring Log PSI Project No.  02791734
Top of Casing 0 FT BGS / AGS Type of Material: J-Plug
( NA FT MSL) (Slip/Threaded/Locking): Slip
Surface 0 FT BGS Locking (y/n) Y
(NA FT MSL)
Top of Bentonite Seal 1 FT BGS Type: PVC
Schedule: 40
I.D.: 2 inch
Length: 5 feet
Thread Type: Y
Centralizers (y/n): N
Cement Type: Sakrete
Cement (Bags): 1
Cement Type: na
Cement (Bags): na
Bentonite Type: na
Bentonite Bags: na
Water (Gal): na
Top of Filter Collar Sand 3 FT BGS Tremie Pipe (y/n): na
Type: Bentonite Chip
Top of Filter Pack Sand 3 FT BGS Brand Name: CETCO
Quantity: 2-3 bags
Top of Screen 5 FT BGS Hydrated (y/n): Y
( NA FT MSL) Tremie Pipe (y/n) N
Type: Silica Sand
Brand Name:
Size: 10/20
Number of bags: 2
Tremie Pipe (y/n) N
Type: Pre-Packed Screens
Brand Name:
Size: 20/40
Number of bags: Pre-Packed Screens
Bottom of Screen 15 FT BGS Tremie Pipe (y/n) N
(NA FT MSL)
Base of Cap 15 FT BGS Type: PVC
Total Boring Depth 15 FT BGS Schedule: 40
I.D.: 2 inch
Length: 10 feet
Thread Type: threaded
Slot Size: 0.01
Centralizers (y/n): N
Type of Material: PVC
(Slip/Threaded): threaded
WELL SCREEN
END CAP
NOTES
CONCRETE PAD AND PLUG
GROUT MIXTURE/HIGH SOLIDS BENTONITE
BENTONITE SEAL
FILTER COLLAR SAND
FILTER PACK SAND
PROJECT INFO
Project Number: 02791734
Project Name: Additional SI - SLC Chroe Plating
Installation Date: 5/6/2021
MONITORING WELL COMPLETION LOG
Borehole DIA: 3 3/4 inch
Total Well Length - Screen & Riser (feet):
Well No: B-27
Geologist: Eric M. Ross
Drilling Co.: Earthprobe
Driller: Pat Casey
Rig Type: Geoprobe
WELL CAP
WELL RISER
Version 01 Sept. 26, 2017
Boring / Well No.:B-28 Start Date & Time: 5/6/2021 1340 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 5/6/2021 1400
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-3/4-inch Development Method: Bailer
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: 7.0 feet Static Water: NA
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Concrete
Scan Headspace
03"0
3" 1.5 to 50% MC D 0.2
1.5
5 5D0.2
5 5M
to 50% MC M 0.7
9 W
910 10 W 0.0
10 10 W
to 50% MC M 0.5
M
15 15 D
to
to
to
to
PID or FID
Measurements
Asphalt
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
a
p
h
i
c
s
I.
D
.
In
t
e
r
v
a
l
Re
c
o
v
e
r
y
Me
t
h
o
d
Mo
i
s
t
u
r
e
Bl
o
w

C
o
u
n
t
SAND AND GRAVEL with Silt (FILL), Dark Brown, Dry
SILT (ML), Dark Brown, Dry
SANDY SILT (ML) with Clay, Brown, Moist
wet at 7.0 feet
SILTY CLAY (CL) with Sand, Grey, Wet, Soft
CLAY (CL), Blue/Grey, Moist, Medium Stiff
End of Boring at 15 feet. Soil sample collected at (0-1 feet) and (6 feet).
Temporary drive point for the collection of a groundwater sample.
Boring Log PSI Project No.  02791734
Boring / Well No.:B-29 Start Date & Time: 5/6/2021 1410 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 5/6/2021 1500
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: Earth probe Drilling Equipment: Geoprobe
Driller: Pat Casey Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-3/4-inch Development Method: Bailer
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: 7.0 feet Static Water: NA
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Concrete
Scan Headspace
03"0
3" 1.5 to 50% MC D 0.0
1.5 4.5
4.5 5 5M0.1
56 5M
6 to 50% MC W 0.4
W
10 10 W 0.1
10 10 M
to 80% MC D 0.1
D
15 15 D
to
to
to
to
PID or FID
Measurements
Asphalt
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
a
p
h
i
c
s
I.
D
.
In
t
e
r
v
a
l
wet at 7.0 feet
Re
c
o
v
e
r
y
Me
t
h
o
d
Mo
i
s
t
u
r
e
Bl
o
w

C
o
u
n
t
SAND AND GRAVEL with Silt (FILL), Dark Brown, Dry
SILT (ML), Dark Brown, Dry
SAND AND GRAVEL with Silt, Brown, Dry
SANDY SILT (ML) with Clay, Brown, Moist
SILTY CLAY (CL) with Sand, Grey, Wet, Soft
CLAY (CL), Blue/Grey, Moist, Medium Stiff
End of Boring at 15 feet. Soil sample collected at (0-1 feet) and (6 feet).
Temporary drive point for the collection of a groundwater sample.
Groundwater collected exhibited a light yellowish color.
Boring Log PSI Project No.  02791734
Borings
B-30 to B-31
Feb 2022
Boring / Well No.:B-30 Start Date & Time: 1/17/2022 1000 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 1/17/2022 1015
Project Name: Salt Lake Chrome Plating Project No: 02791854
Project Location: Salt Lake City, Utah
N
Drilling Co.: Direct Push Drilling Equipment: Geoprobe
Driller: Cooper Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-3/4-inch Development Method: Peristaltic Pump
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: 8.0 feet Static Water: NA
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Asphalt
Scan Headspace
02"0
2" 1 to 40% MC D 0.0 0.0
1
5 50.00.0
57 5D
78 to 40% MC M 0.0 0.0
8 W
10 10 W 0.0 0.0
10 10 W
12.5 to 80% MC W 0.0 0.0
12.5 14 M
14 15 15 D
to
to
to
to
PID or FID
Measurements
Asphalt
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
a
p
h
i
c
s
I.
D
.
In
t
e
r
v
a
l
SILTY CLAY (CL) with Sand, Grey, Wet, Soft
Re
c
o
v
e
r
y
Me
t
h
o
d
Mo
i
s
t
u
r
e
Bl
o
w

C
o
u
n
t
SAND AND GRAVEL with Silt (FILL), Dark Brown, Dry
SILTY CLAY (CL) with Sand, Brown, Dry
SILTY CLAY (CL) with Sand, Brown, Dry
SILTY CLAY (CL) with Sand, Grey, Moist, Soft
SILTY CLAY (CL) with Sand, Grey, Wet, Soft
CLAY (CL), Blue/Grey, Moist, Medium Soft
CLAY (CL), Blue/Grey, Dry, Medium Stiff
End of Boring at 15 feet.
Temporary drive point for the collection of a groundwater sample.
Groundwater sample collected and DUP#1 at 1045
Boring Log PSI Project No.  02791734
Boring / Well No.:B-30 Start Date & Time: 1/17/2022 830 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 1/17/2022 845
Project Name: Salt Lake Chrome Plating Project No: 02791854
Project Location: Salt Lake City, Utah
N
Drilling Co.: Direct Push Drilling Equipment: Geoprobe
Driller: Cooper Drilling Method: Macro Core
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-3/4-inch Development Method: Peristaltic Pump
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: 8.0 feet Static Water: NA
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Asphalt
Scan Headspace
02"0
2" 1 to 90% MC D 0.0 0.0
13.5
3.5 5 50.00.0
57 5D
78 to 50% MC M 0.0 0.0
8 W
10 10 W 0.0 0.0
10 10 W
12 to 80% MC W 0.0 0.0
12 14 M
14 15 15 D
to
to
to
to
PID or FID
Measurements
Asphalt
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
a
p
h
i
c
s
I.
D
.
In
t
e
r
v
a
l
SILTY CLAY (CL) with Sand, Grey, Wet, Soft
Re
c
o
v
e
r
y
Me
t
h
o
d
Mo
i
s
t
u
r
e
Bl
o
w

C
o
u
n
t
SAND AND GRAVEL with Silt (FILL), Dark Brown, Dry
SILTY CLAY (CL) with Sand, Brown, Dry
SILTY CLAY (CL) with Sand, Grey, Dry
SILTY CLAY (CL) with Sand, Grey, Dry
SILTY CLAY (CL) with Sand, Grey, Moist, Soft
SILTY CLAY (CL) with Sand, Grey, Wet, Soft
CLAY (CL), Blue/Grey, Moist, Medium Soft
CLAY (CL), Blue/Grey, Dry, Medium Stiff
End of Boring at 15 feet.
Temporary drive point for the collection of a groundwater sample.
Groundwater sample collected at 930. Very slow recharge rate.
Boring Log PSI Project No.  02791734
Hand Auger
Borings
HA-1 to HA-6
May 2021
Boring / Well No.:HA-1 Start Date & Time: 5/6/2021 1055 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 5/6/2021 1100
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: PSI Drilling Equipment: Hand Auger
Driller: Eric Ross Drilling Method: Hand Auger
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: NA
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: Not encountered Static Water: Not encountered
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Concrete
Scan Headspace
0 0
to 100% MC D 0.3
8"
8" 1 10.8
to
to
to
to
to
to
PID or FID
Measurements
SAND AND GRAVEL with Silt (FILL), Dark Brown, Dry
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
a
p
h
i
c
s
I.
D
.
In
t
e
r
v
a
l
Re
c
o
v
e
r
y
Me
t
h
o
d
Mo
i
s
t
u
r
e
Bl
o
w

C
o
u
n
t
SILT (ML), Dark Brown, Dry
End of Boring at 1 feet. Soil sample collected at (0-1 feet) and (1 foot)
Boring Log PSI Project No.  02791734
Boring / Well No.:HA-2 Start Date & Time: 5/6/2021 1100 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 5/6/2021 1103
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: PSI Drilling Equipment: Hand Auger
Driller: Eric Ross Drilling Method: Hand Auger
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: NA
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: Not encountered Static Water: Not encountered
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Concrete
Scan Headspace
0 0
to 100% MC D 0.1
8"
8" 1 10.1
to
to
to
to
to
to
PID or FID
Measurements
SAND AND GRAVEL with Silt (FILL), Dark Brown, Dry
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
a
p
h
i
c
s
I.
D
.
In
t
e
r
v
a
l
Re
c
o
v
e
r
y
Me
t
h
o
d
Mo
i
s
t
u
r
e
Bl
o
w

C
o
u
n
t
SILT (ML), Dark Brown, Dry
End of Boring at 1 feet. Soil sample collected at (0-1 feet)
Boring Log PSI Project No.  02791734
Boring / Well No.:HA-3 Start Date & Time: 5/6/2021 1108 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 5/6/2021 1112
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: PSI Drilling Equipment: Hand Auger
Driller: Eric Ross Drilling Method: Hand Auger
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: NA
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: Not encountered Static Water: Not encountered
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Concrete
Scan Headspace
0 0
to 100% MC D 0.4
8"
8" 1 10.4
to
to
to
to
to
to
PID or FID
Measurements
SAND AND GRAVEL with Silt (FILL), Dark Brown, Dry
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
a
p
h
i
c
s
I.
D
.
In
t
e
r
v
a
l
Re
c
o
v
e
r
y
Me
t
h
o
d
Mo
i
s
t
u
r
e
Bl
o
w

C
o
u
n
t
SILT (ML), Dark Brown, Dry
End of Boring at 1 feet. Soil sample collected at (0-1 feet)
Boring Log PSI Project No.  02791734
Boring / Well No.:HA-4 Start Date & Time: 5/6/2021 1108 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 5/6/2021 1112
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: PSI Drilling Equipment: Hand Auger
Driller: Randy Shallbetter Drilling Method: Hand Auger
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: NA
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: Not encountered Static Water: Not encountered
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Concrete
Scan Headspace
04"0
4"to 100% MC D 0.3
1 10.3
to
to
to
to
to
to
PID or FID
Measurements
SAND AND GRAVEL with Silt (FILL), Dark Brown, Dry
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
a
p
h
i
c
s
I.
D
.
In
t
e
r
v
a
l
Re
c
o
v
e
r
y
Me
t
h
o
d
Mo
i
s
t
u
r
e
Bl
o
w

C
o
u
n
t
SILT (ML), Dark Brown, Dry
End of Boring at 1 feet. Soil sample collected at (0-1 feet)
Boring Log PSI Project No.  02791734
Boring / Well No.:HA-5 Start Date & Time: 5/6/2021 1115 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 5/6/2021 1118
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: PSI Drilling Equipment: Hand Auger
Driller: Eric Ross Drilling Method: Hand Auger
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: NA
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: Not encountered Static Water: Not encountered
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Concrete
Scan Headspace
0 0
to 100% MC D 0.2
8"
8" 1 10.2
to
to
to
to
to
to
PID or FID
Measurements
SAND AND GRAVEL with Silt (FILL), Dark Brown, Dry
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
a
p
h
i
c
s
I.
D
.
In
t
e
r
v
a
l
Re
c
o
v
e
r
y
Me
t
h
o
d
Mo
i
s
t
u
r
e
Bl
o
w

C
o
u
n
t
SILT (ML), Dark Brown, Dry
End of Boring at 1 feet. Soil sample collected at (0-1 feet)
Boring Log PSI Project No.  02791734
Boring / Well No.:HA-6 Start Date & Time: 5/6/2021 1250 Boring Location / Coordinates:
Logged By: Eric Ross Finish Date & Time: 5/6/2021 1255
Project Name: Salt Lake Chrome Plating Project No: 02791734
Project Location: Salt Lake City, Utah
N
Drilling Co.: PSI Drilling Equipment: Hand Auger
Driller: Eric Ross Drilling Method: Hand Auger
Ground Elevation: Top of Casing Elevation:
Borehole Dia.: 3-inch Development Method: NA
Outer Casing Dia / Material / Length: NA
Inner Casing Dia / Material / Length: NA
Screen interval / Material / Slot Size: NA
First Water: Not encountered Static Water: Not encountered
Date: Date:
Time (hrs): Time (hrs): Surface Conditions:
Concrete
Scan Headspace
0 0
to 100% MC D 0.6
8"
8" 1 10.6
to
to
to
to
to
to
PID or FID
Measurements
SAND AND GRAVEL with Silt (FILL), Dark Brown, Dry
BORING LOG
DEPTHS
DESCRIPTION
SAMPLE INFORMATION
TOP BOTTOM
Gr
a
p
h
i
c
s
I.
D
.
In
t
e
r
v
a
l
Re
c
o
v
e
r
y
Me
t
h
o
d
Mo
i
s
t
u
r
e
Bl
o
w

C
o
u
n
t
SILT (ML), Dark Brown, Dry
End of Boring at 1 feet. Soil sample collected at (0-1 feet)
Boring Log PSI Project No.  02791734
WELL ID B‐1
WEATHER Partly cloudy 35 °F
WELL DIAMETER 2 inches DATE: 1/19/22
SAMPLE TYPE GW
PURGE RATE (ml/min) 150‐175
SAMPLE TIME 1110
WELL DEPTH (ft)14.66 DEPTH TO WATER (ft)8.00
LENGTH OF WATER (ft)6.66 CALC 3 WELL VOLUMES 3.397
Water Level (ft) TIME TEMP (°C)
SPECIFIC CONDUCT. 
(S/cm) PH
DISS. OXYGEN
(mg/L) TURBIDITY
WATER 
APEARANCE ORP (mV)
CUMUL. VOLUME 
PURGED (gal)
REMARKS
(Evident Odor, Color, Etc.)
8.00 920 16.1 1857 7.09 1.81 NA Clear 99.0
‐925 15.9 1856 7.08 1.65 NA Clear 101.7
‐930 15.7 1851 7.08 1.57 NA Clear 99.9
‐935 15.9 1842 7.08 1.50 NA Clear 96.3 approx. 1 gal
‐943 16.2 1857 7.04 0.78 NA Clear 65.1
947 15.8 1884 7.08 2.25 NA Clear 36.8
14.41 NA NA NA NA NA NA NA NA Well goes dry
955 14 1915 7.12 2.26 NA Clear 39.9 approx. 1.5 gal Restart low flow
14.41 NA NA NA NA NA NA NA NA Well goes dry
14.27 1029 10.6 1909 7.13 4.31 NA Clear 53.4 approx. 1.8 gal Restart low flow
14.41 NA NA NA NA NA NA NA NA Well goes dry
14.1 1110 NA NA NA NA NA NA NA
recharge rate very slow
14.41 VOCs, Dissolved Metals
WELL PURGING AND SAMPLING DATA
Project Number 02791854
Samples collected for lab analysis:
PREPARED BY: E ROSS
Depth to water after purging (ft)
WELL PURGING AND SAMPLING DATA
Project Number 02791854
WELL ID B‐2
WEATHER Cloudy 35 °F
WELL DIAMETER 2 inches DATE: 1/19/22
SAMPLE TYPE GW
PURGE RATE (ml/min) 175‐200
SAMPLE TIME 1425
WELL DEPTH (ft)14.57 DEPTH TO WATER (ft)6.95
LENGTH OF WATER (ft)7.62 CALC 3 WELL VOLUMES 3.89
Water Level (ft) TIME TEMP (°C)
SPECIFIC CONDUCT. 
(S/cm) PH
DISS. OXYGEN
(mg/L) TURBIDITY
WATER 
APEARANCE ORP (mV)
CUMUL. VOLUME 
PURGED (gal)
REMARKS
(Evident Odor, Color, Etc.)
NA 1330 13.7 879 7.28 1.21 NA Cloudy 83.6
8.65 1336 13.6 869 7.12 0.98 NA Clear 77.6
8.98 1340 13.6 866 7.09 0.9 NA Clear 74.3
9.70 1345 13.8 871 7.09 0.78 NA Clear 67.8 approx. 1 gal
10.82 1350 13.8 874 7.08 0.66 NA Clear 58.3
11.58 1358 13.7 911 7.05 0.41 NA Clear 42.7
11.63 1401 13.7 915 7.06 0.37 NA Clear 38.8 approx. 2 gal
11.82 1404 13.8 893 7.06 0.32 NA Clear 29.5
12.23 1407 14 872 7.06 0.32 NA Clear 27.2
12.91 1410 14.1 887 7.05 0.42 NA Clear 28.6 approx. 3 gal
13.11 1413 14 896 7.05 0.56 NA Clear 29.2
NA 1416 14 899 7.06 0.72 NA Clear 30.9
13.53 1418 14 910 7.08 0.97 NA Clear 32.1
13.68 1420 14 908 7.07 1.28 NA Clear 32.3 approx. 4 gal
13.74 1423 13.8 922 7.08 1.79 NA Clear 31.1 recharge rate slow
13.95 VOCs, Dissolved MetalsSamples collected for lab analysis:
PREPARED BY: E ROSS
Depth to water after purging (TOC)
WELL PURGING AND SAMPLING DATA
Project Number 02791854
WELL ID B‐3
WEATHER Partly cloudy 35 °F
WELL DIAMETER 2 inches DATE: 1/19/22
SAMPLE TYPE GW
PURGE RATE (ml/min) 150‐175
SAMPLE TIME 1300
WELL DEPTH (ft)14.1 DEPTH TO WATER (ft)6.29
LENGTH OF WATER (ft)7.81 CALC 3 WELL VOLUMES 3.98
Water Level (ft) TIME TEMP (°C)
SPECIFIC CONDUCT. 
(S/cm) PH
DISS. OXYGEN
(mg/L) TURBIDITY
WATER 
APEARANCE ORP (mV)
CUMUL. VOLUME 
PURGED (gal)
REMARKS
(Evident Odor, Color, Etc.)
6.80 1155 14.0 1891 7.07 1.37 NA Turbid 76.5
7.25 1200 13.8 1702 7.00 1.47 NA Cloudy 45.3
7.28 1205 13.7 1267 6.87 1.07 NA Clear 23.3
7.44 1210 13.9 1337 6.86 0.83 NA Clear 28.3
7.58 1215 14.0 1326 6.82 0.62 NA Clear 32.4 approx. 1 gal
7.58 1220 14.1 1352 6.91 0.05 NA Clear 34.4
7.75 1225 14.3 1487 6.80 0.39 NA Clear 30.4
7.78 1230 14.4 1506 6.79 0.25 NA Clear 28.8 approx. 2 gal
7.89 1235 14.5 1514 6.79 0.27 NA Clear 26.5
7.89 1240 14.4 1536 6.78 0.26 NA Clear 27.6 approx. 3 gal
7.95 1245 14.4 1518 6.78 0.20 NA Clear 28.4
7.97 1250 14.4 1512 6.77 0.17 NA Clear 26.2
7.97 1255 14.4 1520 6.77 0.16 NA Clear 24.0 approx. 4 gal
7.99 1258 14.5 1548 6.78 0.16 NA Clear 23.8 recharge rate fair
8.05 VOCs, Dissolved MetalsSamples collected for lab analysis:
PREPARED BY: E ROSS
Depth to water after purging (TOC)
WELL PURGING AND SAMPLING DATA
Project Number 02791854
WELL ID B‐27
WEATHER Cloudy 35 °F
WELL DIAMETER 2 inches DATE: 1/19/22
SAMPLE TYPE GW
PURGE RATE (ml/min) 175‐200
SAMPLE TIME 1540
WELL DEPTH (ft)15.00 DEPTH TO WATER (ft)6.71
LENGTH OF WATER (ft)8.29 CALC 3 WELL VOLUMES 4.23
Water Level (ft) TIME TEMP (°C)
SPECIFIC CONDUCT. 
(S/cm) PH
DISS. OXYGEN
(mg/L) TURBIDITY
WATER 
APEARANCE ORP (mV)
CUMUL. VOLUME 
PURGED (gal)
REMARKS
(Evident Odor, Color, Etc.)
7.08 1442 13.1 917 7.05 0.54 NA Cloudy 74.1
7.23 1445 12.8 929 7.00 0.43 NA Clear 71.5
7.5 1450 12.5 926 6.95 0.40 NA Clear 70.4
7.81 1453 12.5 924 6.93 0.43 NA Clear 66.4
7.85 1456 12.6 920 6.93 0.44 NA Clear 64.0 approx. 1 gal
8.10 1459 12.6 914 6.93 0.39 NA Clear 50.6
8.17 1502 12.6 906 6.92 0.34 NA Clear 32.9
8.09 1506 12.5 902 6.91 0.31 NA Clear 21.6
8.09 1510 12.7 897 6.91 0.26 NA Clear 14.8 approx. 2 gal
NA 1513 12.7 897 6.91 0.25 NA Clear 13.8
8.05 1516 12.7 892 6.91 0.25 NA Clear NA
8.05 1519 12.5 874 6.92 0.23 NA Clear 8.8
8.18 1524 12.7 874 6.9 0.17 NA Clear 2.8 approx. 3 gal
8.19 1528 12.6 871 6.89 0.16 NA Clear 0.6
8.20 1531 12.6 870 6.9 0.15 NA Clear ‐0.5
8.21 1533 12.7 868 6.89 0.15 NA Clear ‐0.7
8.21 1536 12.6 868 6.89 0.15 NA Clear ‐1.0 approx. 4 gal recharge rate fair
8.21 VOCs, Dissolved MetalsSamples collected for lab analysis:
PREPARED BY: E ROSS
Depth to water after purging (TOC)
WELL PURGING AND SAMPLING DATA
Project Number 02791854
WELL ID B‐5
WEATHER Partly Cloudy 32° F
WELL DIAMETER 2 inches DATE: 1/20/22
SAMPLE TYPE GW
PURGE RATE (ml/min) 150‐175
SAMPLE TIME 1125
WELL DEPTH (ft)14.6 DEPTH TO WATER (ft)4.99
LENGTH OF WATER (ft)9.61 CALC 3 WELL VOLUMES 4.9
Water Level (ft) TIME TEMP (°C)
SPECIFIC CONDUCT. 
(S/cm) PH
DISS. OXYGEN
(mg/L) TURBIDITY
WATER 
APEARANCE ORP (mV)
CUMUL. VOLUME 
PURGED (gal)
REMARKS
(Evident Odor, Color, Etc.)
5.85 1020 12.5 2180 7.55 0.55 NA Clean ‐97.7
6.35 1025 12.3 2075 7.16 0.41 NA Clean ‐78.5
7.01 1030 11.7 1598 7.07 0.23 NA Clear ‐7.6
7.71 1035 11.7 1534 7.02 0.18 NA Clear 11.9
8.75 1040 11.4 1480 6.99 0.2 NA Clear 26.6
9.65 1045 11.5 1469 6.99 0.2 NA Clear 32.1 approx. 1 gal
11.04 1050 11.7 1468 6.98 0.18 NA Clear 32.2
12.04 1055 11.8 1480 6.99 0.16 NA Clear 28.6
12.79 1058 12.1 1492 6.99 0.15 NA Clear 28.2
13.3 1101 12.3 1534 6.99 0.15 NA Clear 21.4 approx. 2 gal
14.1 1103 12.6 1641 7.00 0.15 NA Clear ‐18.6
14.4 1104 NA NA NA NA NA NA NA Well goes dry
14.0 1120 NA NA NA NA NA NA NA approx. 2.5 gal recharge rate very slow
14.4 VOCs, Dissolved Metals
PREPARED BY: E ROSS
Samples collected for lab analysis:Depth to water after purging (TOC)
WELL PURGING AND SAMPLING DATA
Project Number 02791854
WELL ID B‐6
WEATHER Partly Cloudy 32° F
WELL DIAMETER 2 inches DATE: 1/20/22
SAMPLE TYPE GW
PURGE RATE (ml/min) 150‐175
SAMPLE TIME 1110
WELL DEPTH (ft)14.55 DEPTH TO WATER (ft)5.55
LENGTH OF WATER (ft)9 CALC 3 WELL VOLUMES 4.59
ms/cm mg/l mmHg
Water Level (ft) TIME TEMP (°C)
SPECIFIC CONDUCT. 
(S/cm) PH
DISS. OXYGEN
(mg/L) TURBIDITY
WATER 
APEARANCE ORP (mV)
CUMUL. VOLUME 
PURGED (gal)
REMARKS
(Evident Odor, Color, Etc.)
6.08 1147 14.7 1364 7.29 0.55 NA Cloudy 32.3
6.30 1150 14.6 1364 7.26 0.41 NA Cloudy 31.4
6.73 1155 14.8 1410 7.19 0.23 NA Clear ‐75.0
7.48 1200 14.7 1452 7.18 0.18 NA Clear ‐114.5
7.94 1205 14.7 1462 7.18 0.20 NA Clear ‐119.3
8.13 1210 14.7 1470 7.18 0.20 NA Clear ‐120.0 approx. 1 gal
8.41 1215 14.9 1474 7.19 0.18 NA Clear ‐124.9
8.68 1220 15.0 1518 7.19 0.16 NA Clear ‐133.9
8.85 1225 15.0 1525 7.19 0.15 NA Clear ‐135.9
8.95 1228 15.1 1526 7.19 0.15 NA Clear ‐135.9 approx. 2 gal
9.00 1231 15.1 1540 7.19 0.15 NA Clear ‐137.4
9.01 1234 14.9 1554 7.19 0.14 NA Clear ‐139.1
9.07 1237 15.0 1560 7.19 0.14 NA Clear ‐140.5
9.13 1240 15.2 1569 7.20 0.12 NA Clear ‐142.5
9.21 1243 15.1 1553 7.19 0.13 NA Clear ‐138.7 approx. 3 gal
9.23 1246 15.0 1550 7.19 0.14 NA Clear ‐138.2 recharge rate slow
9.23 VOCs, Dissolved Metals
PREPARED BY: E ROSS
Depth to water after purging (TOC)Samples collected for lab analysis:

APPENDIX C:  
PRIOR INVESTIGATION REPORTS 

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•Section 4: Discussion and recommendations of applicable remedial alternatives to the
site.
o Section 5: References.
1.2 Site Description
The Quality Linen site, located at 1024 South 200 West in Salt Lake City, Utah, was first developed with
single-family residences in the early 1940s. Quality Lin�n began laundry cleaning operations at the site in
1947 in a basement of one of the former residences. Over the years, the residences were removed and
the laundry operations were expanded. Dry cleaning operations were reportedly conducted from the
existing facility from the 1960s until approximately 1985.
The current Quality Linen facility is 1. 92 acres in size and is located on five separate parcels (Figure 1 ).
Developed portions of the property include the following:
o A 52,974-square-foot main laundry facility constructed in 1956 and expanded in the 1990s
that is located between 200 West and Washington Street, extending south from Brooklyn
Avenue. The main building is utilized for washing, drying, shipping, receiving, and storage of
linens. A two-story office area is located in the northeast corner of the building.
o An 11,340-square-foot maintenance and storage building constructed in the 1950s and
expanded in the 1990s is located west of Washington Street and south of Brooklyn Avenue.
The building is used for general vehicle and plant maintenance and storage of delivery trucks,
equipment, and other supplies. Several trench floor drains and an oil/water separator are
located inside the building. (fre..e,t " J
•An employee parking area to the north across West Brooklyn Avenue.
1.3 Geology and Hydrogeology
The Quality Linen site is located in the Salt Lake Valley, which covers approximately 500 square miles.
The valley is on the eastern edge of the Basin and Range physiographic province, and trends roughly
south to north. The Great Salt Lake is located on the northwestern edge. Mountain ranges border the
valley on the west and east. The average elevation of the valley floor is about 4,500 feet above sea level.
The primary occurrence of groundwater in the valley is the unconsolidated Quaternary deposits that fill
the valley. The thickness of the valley fill deposits ranges from 1,000 to 2,000 feet. The deposits are
comprised primarily of clay, silt, sand, and gravel that were originally laid down as lake deposits, mud/rock
flow deposits, alluvial fans, sand dunes, glacial deposits, and flood plain deposits. The Salt Lake Valley
contains groundwater in two principal aquifers; the shallow unconfined aquifer and the deep, confined
aquifer.
The shallow unconfined aquifer is located near the ground surface, and is composed primarily of fine­
grained alluvial and lake deposits such as clay, silt, and fine sand. The thickness of the shallow
unconfined aquifer is generally 50 feet or less. Depth to water is typically less than 15 feet bgs. This
aquifer is recharged by upward leakage from the deep, confined aquifer, and from seepage from canals,
irrigation, and seasonal inflow from ephemeral streams. This aquifer is not considered to be a major
water-supply aquifer in the valley because of its relatively low yield and poor water quality.
The shallow aquifer is underlain by a 40 to 100-foot zone of relatively impermeable clay, silt, and fine
sand. This zone acts as a single bed to confine water in the underlying deep confined aquifer. The deep
confined aquifer is reported to be over 1,000 feet thick in the northern part of Salt Lake Valley, and
consists of interfingering, discontinuous beds of gravel, sand, silt, and clay.
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The overall regional movement of groundwater in both the deep confined and shallow unconfined aquifers
is generally to the west or northwest, toward the Great Salt Lake.
1.4 Summary of Previous Subsurface Investigation Activities
1.4.1 GaiaTech Investigation, April 2008
In April 2008, GaiaTech personnel conducted a review of historic documentation from the Quality
Linen site and identified the following Areas of Environmental Concern (AECs) regarding the
property:
o Historical Dry Cleaning Operations
o Former Kerosene Above Ground Storage Tank (AST)
o Water Treatment ASTs and Chemical Storage
o Underground Brine Pit
o Maintenance Building Operations
On April 22, 2008, GaiaTech supervised the completion of nine soil borings to investigate the
identified AECs. No borings were completed within the on-site buildings. A soil sample was
collected from each boring. Additionally, temporary monitoring wells were installed in each
boring, and groundwater samples were obtained to assess the groundwater conditions at the site.
All soil and groundwater samples were analyzed for volatile organic compounds (VOCs),
benzene, toluene, ethylbenzene, total xylenes and naphthalene (BTEXN), total petroleum
hydrocarbons (TPH), and total recoverable petroleum hydrocarbons (TRPH).
As discussed in the May 2008 Limited Phase II Site Investigation report prepared by GaiaTech,
the results of the investigation identified several locations in which voe concentrations exceeded
the U.S. EPA Region 9 Preliminary Remediation Goals (PRGs) for soil and federal maximum
contaminant levels (MCLs) for groundwater. The highest concentrations were detected in the
boring just north of the maintenance building and the boring northwest of the chemical storage
area of the main building. Based on the analytical results, it appeared that there had been one or
more historical releases from the former dry cleaning operations at the site. Based on the
location of the soil and groundwater impacts and presumed groundwater flow direction to the
northwest, it was likely that impacts had migrated offsite.
Relatively low concentrations of benzene were detected at most of the groundwater sampling
locations in exceedance of the federal MCL of 5 ug/L. The GaiaTech report concluded that the
benzene impact appeared to be consistent across the site and was most likely unrelated to the
former underground storage tank (UST) system.
Based on the laboratory results presented in the May 2008 "Limited Phase II Site Investigation"
report completed by GaiaTech, Wasatch recommended collecting additional data from the Quality
Linen facility to delineate the vertical and horizontal extent of voes, particularly chlorinated
solvent constituents impact to soils and groundwater at the site.
1.4.2 Wasatch Investigations, September and December 2008
The objectives of the Wasatch investigations in September and December 2008 were as follows:
o To verify groundwater flow direction at the site from depth-to-water measurements
obtained from temporary monitoring wells installed on the Quality Linen property and
adjacent properties.
0 To further identify the vertical and horizontal extent of voe constituents in soil and
groundwater beyond those findings identified by GaiaTech .
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The following conclusions were achieved as a result of the subsurface investigation activities:
o Groundwater was encountered at the site between 5 and 8 feet bgs. Groundwater
flow direction was measured and determined to be to the northwest.
o The upper 15 feet of soils at the site generally consist of very soft to soft silty-clay
(CL)and clayey-silt (ML), with varying degrees of organic materials. Lenses of
saturated, medium dense silty-sand (SP) were encountered in most boreholes
between 15 and 20 feet bgs.
o Analytical results for soil identified chlorinated solvents above current PR Gs in all
seven soil samples collected from the Quality Linen site (Figure 3).
o The primary contaminants of concern at the site are chlorinated solvents, including
tetrachloroethene (PCE) and trichloroethene (TCE), along with their biodegradation
daughter products cis 1,2-dichloroethene (DCE) and vinyl chloride. Other chlorinated
solvents detected at the site, although in significantly lower concentrations, include
trans 1,2-dichloroethene, 1, 1-dichloroethene, and 1,2-dichloroethane (Figures 4
and 5).
o The highest concentrations of chlorinated solvents reported within the groundwater at
the site are located and migrating at a depth of 15 to 20 feet bgs, likely within the
sandy lenses previously identified. Chlorinated solvent concentrations consistently
decrease at all sample locations after a depth of 20 feet bgs.
o Two primary source areas have been identified at the site. The largest source area is
located near the northwestern portion of the Quality Linen main building. A second
source area is located along the trench floor drain in the Quality Linen maintenance
building. The concentrations of PCE identified in these areas suggest the presence
of dense non-aqueous phase liquids (DNAPL).
o The vertical extent of chlorinated solvent impacts has been defined across the site
with the exception of full vertical delineation in the main building source area.
Chlorinated solvent concentrations were detected above Federal MCLs in the
deepest groundwater sample collected from MW-1 at a depth of 60 to 65 feet bgs,
though at significantly lower concentrations. An attempt was made to collect a
deeper groundwater sample; however, refusal was encountered at 67 feet bgs.
Elevated concentrations of chlorinated solvents were also detected in the deepest
groundwater sample collected from GP-17 (inside the Quality Linen main building) at
15 to 20 feet bgs.
o The vertical extent of chlorinated solvent impacts in the area of the second source
area has been defined. No chlorinated solvent concentrations were reported above
their respective laboratory detection limits in the deepest groundwater samples
obtained from MW-3d at a depth of 35 to 40 feet bgs and MW-4d at a depth of 24 to
29 feet bgs.
o Although chlorinated solvent constituents were identified slightly above federal MCLs
at GP-22 (northwestern most sample location) and GP-29 (southernmost sample
location along the Quality Linen main building), it is our opinion the horizontal extent
of chlorinated solvent impacts has been substantially defined across the site.
o The full extent of chlorinated solvent impacts to soil and groundwater beneath the
two Quality Linen buildings is not known. There are significant access limitations
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2.1.1 Field Quality Control Procedures
Quality Linen
Quality Assurance and Quality Control (QA/QC) samples were collected and consisted of field
duplicate and laboratory duplicate (MS/MSD) samples. The following is the QA/QC identification
scheme that was used for groundwater sample collection:
o Field Duplicate Samples: One field duplicate sample was collected for every 10
groundwater samples submitted for laboratory analyses during the October 2009
investigation. One field duplicate was collected from GP-31 (5-15'). The duplicate
sample was collected, treated, and analyzed as a normal sample. The purpose of
the field duplicate sample is to assess whether the sample containers, preservatives,
and/or field conditions are adding to contamination levels of all samples, and if
sample handling/sampling procedures were compromised.
o MS/MSD Sample: One MS/MSD duplicate sample was collected for every 10
groundwater samples submitted for laboratory analyses during the October 2009
investigation. An MS/MSD sample was collected from GP-31 (15-20'). The MS/MSD
sample was collected, treated, and analyzed as a normal sample. The purpose of an
MS/MSD sample is to provide information about the effect of the sample matrix on
the digestion and measurement methodology to ensure that representative matrices
are evaluated.
In addition, laboratory prepared trip blanks were submitted for analyses of VOX. Trip blanks were
placed in each cooler that contained groundwater samples submitted for VOX analyses.
2.1.2 Groundwater Analytical Results
Table 2 summarizes the groundwater analytical results for all groundwater sampling completed to
date for the Quality Linen site. In addition, Figures 4 and 5 depict groundwater analytical results
for chlorinated solvents at 5 to 15 feet bgs and 15 to 20 feet bgs, respectively.
Previously, the highest chlorinated solvent constituent concentrations within the groundwater
were detected outside the northwest corner of the Quality Linen main building (near the chemical
storage area) in both the GaiaTech and Wasatch investigations. As discussed in Section 2.1, in
October 2009, a series of temporary nested monitoring wells were completed inside the
northwest corner of the Quality Linen main building. The following VOX constituents were
reported at concentrations above their respective Federal MCLs:
GP-31 (5' to 15') and GP-31 (5' to 15') dup
o cis 1,2-DCE at 3,200 ug/L and 2,600 ug/L, respectively, above its Federal MCL of
70 ug/L
o PCE at 18,000 ug/L and 16,000 ug/L, respectively, above its Federal MCL of
5 ug/L
o TCE at 1,600 ug/L and 1,500 ug/L, respectively, above its Federal MCL of 5 ug/L
•vinyl chloride at 140 ug/L, above its Federal MCL of 2 ug/L
GP-31 (15' to 20')
•cis 1,2-DCE at 64,000 ug/L, above its Federal MCL of 70 ug/L
o PCE at 74,000 ug/L, above its Federal MCL of 5 ug/L
•TCE at 4,000 ug/L, above its Federal MCL of 5 ug/L
o trans 1,2-DCE at 320 ug/L, above its Federal MCL of 100 ug/L
•vinyl chloride at 470 ug/L, above its Federal MCL of 2 ug/L
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Draft Remedial Investigation/Feasibility Study Quality Linen
GP-31 (24' to 29')
o cis 1,2-DCE at 8,800 ug/L, above its Federal MCL of 70 ug/LoPCE at 5,800 ug/L, above its Federal MCL of 5 ug/L
o TCE at 1,600 ug/L, above its Federal MCL of 5 ug/L
o vinyl chloride at <100 ug/L (high method detection limit due to laboratory dilution)
GP-32 (5' to 15')
o cis 1,2-DCE at 1,500 ug/L, above its Federal MCL of 70 ug/L
o PCE at 71 O ug/L, above its Federal MCL of 5 ug/LoTCE at 280 ug/L, above its Federal MCL of 5 ug/L
o vinyl chloride at 170 ug/L, above its Federal MCL of 2 ug/L
GP-32 (15' to 20')
o ci s 1,2-DCE at 53,000 ug/L, above its Federal MCL of 70 ug/LoPCE at 120,000 ug/L, above its Federal MCL of 5 ug/L
o TCE at 17,000 ug/L, above its Federal MCL of 5 ug/L.. trans 1,2-DCE at 220 ug/L, above its Federal MCL of 1 DO ug/L
o 1, 1-DCE at 300 ug/L, above its Federal MCL of 7 ug/L
o vinyl chloride at 7,800 ug/L, above its Federal MCL of 2 ug/L
The analytical results from GP-31 and GP-32 reported considerably higher concentrations than
previously detected within the groundwater outside the northwest corner of the main bu ilding.
The concentrations of PCE in this area suggest the presence of DNAPL. The groundwater
sample collected from GP-32 (15' to 20') reported the highest concentration of PCE (120,000
ug/L) during the October 2009 site investigation, including all previous subsurface investigations
conducted to date on the Quality Linen site. Reportedly, boring GP-32 is in an area in which dry
cleaning equipment had historically been located. Based on all analytical results to date, GP-32
is likely located near the primary source in the main building area.
GP-33 (5' to 15') o PCE at 16 ug/L, above its Federal MCL of 5 ug/L
o vinyl chloride at 27 ug/L, above its Federal MCL of 2 ug/L
GP-33 (15' to 20') o PCE at 9.2 ug/L, above its Federal MCL of 5 ug/L
o vinyl chloride at 4.8 ug/L, above its Federal MCL of 2 ug/L
GP-34 (5' to 15')
o PCE at 38 ug/L, above its Federal MCL of 5 ug/L
o TCE at 7.8 ug/L, above its Federal MCL of 5 ug/L
o vinyl chloride at 10 ug/L, above its Federal MCL of 2 ug/L
GP-34 (15' to 20')
o cis 1,2-DCE at 200 ug/L, above its Federal MCL of 70 ug/L
o PCE at 5.5 ug/L, above its Federal MCL of 5 ug/L
o vinyl chloride at 160 ug/L, above its Federal MCL of 2 ug/L
The analytical results from the groundwater samples collected from temporary monitoring wells
GP-33 and GP-34, located east of the primary source area in the main building, indicate that
chlorinated solvent constituent concentrations significantly decrease to the east, which is
hydraulically upgradient from the primary source area. The groundwater analytical results are
included as App endix B.
Wasatch Environmental, Inc. 8

SUBSURFACE INVESTIGATION
October 8, 2019

SALT LAKE CHROME PLATING
1050 Washington Street
Salt Lake City, Utah 84115

Prepared by:
INTERMOUNTAIN ENVIRONMENTAL CONSULTANTS

Prepared for:
Salt Lake Chrome Plating

Submitted:
October 28, 2019

1.0 INTRODUCTION
On October 8, 2019 a subsurface investigation was conducted at the property
located at 1050 Washington Street, Salt Lake City, Utah, by Intermountain
Environmental Consultants, Inc. (IEC). This investigation constitutes a subsurface
exploratory work at this facility. The purpose of the investigation was to identify any
contamination in the subsurface. The investigation resulted in the identification of an
Environmental Condition during a Phase I Environmental Site Assessment.

1.1 Background
During the Phase I Environmental Site Assessment investigation, the site was
identified as an active and chrome plating operation. This raised questions as to
whether there may be contamination from that facility in the subsurface at the site.

2.0 SITE DESCRIPTION
The site is located in an urban, light industrial at 1050 South Washington Street, Salt
Lake City, Utah.
The site is located at a mean elevation of approximately 4230 feet above sea level.

2.1 Groundwater
Groundwater was encountered at approximately 7-8 feet below ground surface in the
borings completed during the October 8, 2019 sample event. Groundwater gradient
and flow directions are believed to flow toward the West and Northwest from the site.
No definitive measurements were obtained during the sample and boring event of
October 8, 2019.

2.2 Lithology
Lithology across the site, as observed in soil samples were silts, silty clays

3.0 METHODOLOGY
3.1 Geo-Probe direct push soil boring
On October 8, 2019, a hydraulically activated, tractor mounted, direct push drilling rig
was utilized to complete five soil borings on the site All drilling equipment (push rods
and samplers) were steam cleaned on site prior to usage.
Soil samples were obtained at target intervals, at 0’ to 5’ foot depth and water
samples at 10’ to 15’ below ground surface.

3.2 Location of Borings
Boring locations were specifically intended to provide the most probable location to
find any contamination from above grade plating tanks that are operating on the
property. Knowledge of general groundwater flow parameters were used to
determine placement. The facility is located on a five-parcel site encompassing
1.63-acres and six structures.
Five borings were advanced at locations on the south, west and north side of the
buildings on Washington street and Brooklyn Avenue. Site drawing showing
locations in Appendix A.

3.3 Sampling
A total of five borings were sampled by certified environmental manager, Malcolm
Dillman.
Proper sampling protocol was followed. Samples were placed in lab supplied HCL
preserved VOC jars. All samples were sealed and immediately placed on ice. VOC
jars were void of bubbles. Samples were relinquished to America West Analytical
Laboratory for analysis. Chain of custody record was maintained.

4.0 RESULTS
4.1 ANALYTICAL RESULTS
A total of five (5) soil samples and five (5) ground water samples were chemically
analyzed by America West Analytical Laboratory. Each sample was analyzed for 8
heavy metals and 52 constituents of Volatile Organic Compounds in soil and
groundwater. Results are tabulated below, the lab report is in Appendix B.

TABLE 1 RCRA 8 METALS IN SOIL AND GROUNDWATER
Arsenic Barium Cadmium Chrome Lead Mercury Nickel Selenium Silver
BH-1 SS 17.6 197.0 <0.775 113.0 6.16 0.0651 <3.1 <3.1 <0.465
1-TCLP <0.100
BH-1 GW 0.0328 0.943 0.00164 0.536 0.0491 0.00009 0.564 0.00905 0.0020
BH-2 SS 9.29 15.3 <0.661 31.3 8.04 <0.0534 <26.4 <26.4 <0.396
BH-2 GW 0.0121 0.576 0.0007 0.0205 0.00715 0.00009 0.0345 0.00683 <0.002
BH-3 SS 17.3 119. 0.653 19.5 31.5 0.0553 <23.9 <23.9 <0.358
BH-3 GW 0.0170 0.513 0.00175 0.0342 0.00856 <0.0000 0.147 0.00506 <0.002
BH-4 SS 21.8 227. 2.15 28.2 545.0 0.619 <26.7 <26.7 0.882
4-TCLP <0.0100
BH-4 GW 0.0381 1.14 0.00466 0.126 0.148 0.000363 7.87 0.0102 0.002
BH-5 SS 39.8 155 1.46 23.1 131 0.131 <25.1 <25.1 <0.377
BH-5 GW 0.0365 0.901 0.00218 0.318 0.0993 0.000133 0.182 0.0123 <0.002
Readings shown in parts per million (mg/kg)

In addition to sampling for heavy metals, IEC also collected soil and groundwater
samples for 52 constituents of Volatile Organic Compounds.
One of these VOCs were above Laboratory Reporting Limits in the soil samples in
bore hole No. 5.
In the groundwater samples for boring No., 5 three of the constituents were above
Laboratory Reporting Limits.

TABLE 2 POSITIVEVOLATILE ORGANIC CHEMICALS IN SOIL AND GROUNDWTER-
Cis 1,2, Dichloroethane Tetrachloroethene Trichloroethene Lab Report level
Soil Sample BH 5 6.77 2.55
GW Sample BH 5 18.3 2.41 3.97 2.00
Reading shown in parts per billion (µg/L)

5.0 QUALITY ASSURANCE / QUALITY CONTROL
Certified Environmental Manager, Malcolm Dillman acquired all samples obtained
during the October 2019 subsurface investigation. Proper sampling protocol was
followed. Soil samples were acquired in lab supplied 4 oz. glass jars with Teflon
lined lids. Water samples were acquired in HCL preserved; lab supplied 4 ounce
VOA glass containers with Teflon lids. Water samples were void of bubbles. All
laboratory samples were placed on ice immediately after collection. All samples
remained on ice under lock and key until relinquished to a State Certified Lab. Chain
of custody record was maintained. Samples were analyzed for the Resource
Conservation Recovery Act (RCRA) 8 –heavy metals and Volatile Organic
compounds including halogenated solvents. Chain of custody records and complete
analytical reports are enclosed in Appendix B.

6.0 CONCLUSIONS AND RECOMMENDATIONS
On October 8, 2019, Intermountain Environmental Consultants, Inc. completed a
subsurface investigation on the property at 1050 South Washington Street, Salt Lake
City, Utah. The purpose of the additional work was to identify any contamination
from metals at the Cache Valley Plating location in the subsurface.
Groundwater flow across the site has historically been to the West and Northwest.
DeMinimis low levels of metal and VOC constituents were detected in some of the
borings.
No additional actions are deemed necessary.

7.0 LIMITATIONS
Our services consist of professional opinions from a Certified Environmental
Manager, made in general accordance with locally accepted environmental practices
at the time of execution. Environmental samples are obtained from specific
locations, utilizing methodologies consistent with the Utah Department of
Environmental Quality regulations. IEC makes no guarantee, either expressed or
implied, that the analytical results accurately represent conditions throughout the
study area.

Sincerely,
Intermountain Environmental Consultants, Inc.

Malcolm Dillman
Senior Project Manager

APPENDIX A

APPENDIX B

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Intermountain Environmental
Malcolm Dillman
Dear Malcolm Dillman:
SL Chrome / K.T.
Lab Set ID:1910215
[phone]
PO Box 65301
Salt Lake City, UT 84165
RE:
TEL:
American West Analytical Laboratories received sample(s) on 10/8/2019 for the analyses
presented in the following report.
American West Analytical Laboratories (AWAL) is accredited by The National
Environmental Laboratory Accreditation Program (NELAP) in Utah and Texas; and is
state accredited in Colorado, Idaho, New Mexico, Wyoming, and Missouri.
All analyses were performed in accordance to the NELAP protocols unless noted
otherwise. Accreditation scope documents are available upon request. If you have any
questions or concerns regarding this report please feel free to call.
The abbreviation "Surr" found in organic reports indicates a surrogate compound that is
intentionally added by the laboratory to determine sample injection, extraction, and/or
purging efficiency. The "Reporting Limit" found on the report is equivalent to the
practical quantitation limit (PQL). This is the minimum concentration that can be
reported by the method referenced and the sample matrix. The reporting limit must not be
confused with any regulatory limit. Analytical results are reported to three significant
figures for quality control and calculation purposes.
This is a revision to a report originally issued 10/15/19. Information herein supersedes
that of the previously issued reports. All pageas have been updated for pagination. TCLP
Chromium has been added to 1910215-001 & TCLP Lead has been added to sample
1910215-004.
Thank You,
Approved by: _____________________________
Laboratory Director or designee
Report Date: 10/22/2019 Page 1 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Project:SL Chrome / K.T.
Contact:Malcolm DillmanClient:Intermountain Environmental
INORGANIC ANALYTICAL REPORT
Lab Sample ID:1910215-001
Client Sample ID:BH #1 - Soil
Collection Date:10/8/2019
Received Date:10/8/2019
840h
1242h

Compound
Analytical
Result Qual

Units
Date
Prepared
Method
Used
Reporting
Limit
Date
Analyzed
Analytical Results TOTAL METALS
17.60.775mg/kg-dryArsenic 1258h10/14/2019 SW6020B2042h10/9/2019
1977.75mg/kg-dryBarium 1258h10/14/2019 SW6020B2042h10/9/2019
< 0.7750.775mg/kg-dryCadmium 1258h10/14/2019 SW6020B2042h10/9/2019
11315.5mg/kg-dryChromium 1258h10/14/2019 SW6020B2042h10/9/2019
6.164.65mg/kg-dryLead 1258h10/14/2019 SW6020B2042h10/9/2019
0.06510.0571mg/kg-dryMercury 1139h10/10/2019 SW7471B1327h10/10/2019
< 31.031.0mg/kg-dryNickel 1258h10/14/2019 SW6020B2042h10/9/2019
< 3.103.10mg/kg-drySelenium 1258h10/14/2019 SW6020B2042h10/9/2019
< 0.4650.465mg/kg-drySilver 1258h10/14/2019 SW6020B2042h10/9/2019
Report Date: 10/22/2019 Page 2 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Project:SL Chrome / K.T.
Contact:Malcolm DillmanClient:Intermountain Environmental
INORGANIC ANALYTICAL REPORT
Lab Sample ID:1910215-002
Client Sample ID:BH #2 - Soil
Collection Date:10/8/2019
Received Date:10/8/2019
915h
1242h

Compound
Analytical
Result Qual

Units
Date
Prepared
Method
Used
Reporting
Limit
Date
Analyzed
Analytical Results TOTAL METALS
9.290.661mg/kg-dryArsenic 1258h10/14/2019 SW6020B2045h10/9/2019
1536.61mg/kg-dryBarium 1258h10/14/2019 SW6020B2045h10/9/2019
< 0.6610.661mg/kg-dryCadmium 1258h10/14/2019 SW6020B2045h10/9/2019
31.313.2mg/kg-dryChromium 1258h10/14/2019 SW6020B2045h10/9/2019
8.043.96mg/kg-dryLead 1258h10/14/2019 SW6020B2045h10/9/2019
< 0.05340.0534mg/kg-dryMercury 1139h10/10/2019 SW7471B1329h10/10/2019
< 26.426.4mg/kg-dryNickel 1258h10/14/2019 SW6020B2045h10/9/2019
< 2.642.64mg/kg-drySelenium 1258h10/14/2019 SW6020B2045h10/9/2019
< 0.3960.396mg/kg-drySilver 1258h10/14/2019 SW6020B2045h10/9/2019
Report Date: 10/22/2019 Page 3 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Project:SL Chrome / K.T.
Contact:Malcolm DillmanClient:Intermountain Environmental
INORGANIC ANALYTICAL REPORT
Lab Sample ID:1910215-003
Client Sample ID:BH #3 - Soil
Collection Date:10/8/2019
Received Date:10/8/2019
948h
1242h

Compound
Analytical
Result Qual

Units
Date
Prepared
Method
Used
Reporting
Limit
Date
Analyzed
Analytical Results TOTAL METALS
17.30.597mg/kg-dryArsenic 1258h10/14/2019 SW6020B2048h10/9/2019
1195.97mg/kg-dryBarium 1258h10/14/2019 SW6020B2048h10/9/2019
0.6530.597mg/kg-dryCadmium 1258h10/14/2019 SW6020B2048h10/9/2019
19.511.9mg/kg-dryChromium 1258h10/14/2019 SW6020B2048h10/9/2019
31.53.58mg/kg-dryLead 1258h10/14/2019 SW6020B2048h10/9/2019
0.05530.0477mg/kg-dryMercury 1139h10/10/2019 SW7471B1331h10/10/2019
< 23.923.9mg/kg-dryNickel 1258h10/14/2019 SW6020B2048h10/9/2019
< 2.392.39mg/kg-drySelenium 1258h10/14/2019 SW6020B2048h10/9/2019
< 0.3580.358mg/kg-drySilver 1258h10/14/2019 SW6020B2048h10/9/2019
Report Date: 10/22/2019 Page 4 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Project:SL Chrome / K.T.
Contact:Malcolm DillmanClient:Intermountain Environmental
INORGANIC ANALYTICAL REPORT
Lab Sample ID:1910215-004
Client Sample ID:BH #4 - Soil
Collection Date:10/8/2019
Received Date:10/8/2019
1045h
1242h

Compound
Analytical
Result Qual

Units
Date
Prepared
Method
Used
Reporting
Limit
Date
Analyzed
Analytical Results TOTAL METALS
21.80.668mg/kg-dryArsenic 1258h10/14/2019 SW6020B2051h10/9/2019
2276.68mg/kg-dryBarium 1258h10/14/2019 SW6020B2051h10/9/2019
2.150.668mg/kg-dryCadmium 1258h10/14/2019 SW6020B2051h10/9/2019
25.213.4mg/kg-dryChromium 1258h10/14/2019 SW6020B2051h10/9/2019
5454.01mg/kg-dryLead 1258h10/14/2019 SW6020B2051h10/9/2019
0.6190.0444mg/kg-dryMercury 1139h10/10/2019 SW7471B1332h10/10/2019
< 26.726.7mg/kg-dryNickel 1258h10/14/2019 SW6020B2051h10/9/2019
< 2.672.67mg/kg-drySelenium 1258h10/14/2019 SW6020B2051h10/9/2019
0.8820.401mg/kg-drySilver 1258h10/14/2019 SW6020B2051h10/9/2019
Report Date: 10/22/2019 Page 5 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Project:SL Chrome / K.T.
Contact:Malcolm DillmanClient:Intermountain Environmental
INORGANIC ANALYTICAL REPORT
Lab Sample ID:1910215-005
Client Sample ID:BH #5 - Soil
Collection Date:10/8/2019
Received Date:10/8/2019
1210h
1242h

Compound
Analytical
Result Qual

Units
Date
Prepared
Method
Used
Reporting
Limit
Date
Analyzed
Analytical Results TOTAL METALS
39.80.628mg/kg-dryArsenic 1258h10/14/2019 SW6020B2054h10/9/2019
1556.28mg/kg-dryBarium 1258h10/14/2019 SW6020B2054h10/9/2019
1.460.628mg/kg-dryCadmium 1258h10/14/2019 SW6020B2054h10/9/2019
23.112.6mg/kg-dryChromium 1258h10/14/2019 SW6020B2054h10/9/2019
1313.77mg/kg-dryLead 1258h10/14/2019 SW6020B2054h10/9/2019
0.1310.0473mg/kg-dryMercury 1139h10/10/2019 SW7471B1334h10/10/2019
< 25.125.1mg/kg-dryNickel 1258h10/14/2019 SW6020B2054h10/9/2019
< 2.512.51mg/kg-drySelenium 1258h10/14/2019 SW6020B2054h10/9/2019
< 0.3770.377mg/kg-drySilver 1258h10/14/2019 SW6020B2054h10/9/2019
Report Date: 10/22/2019 Page 6 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Project:SL Chrome / K.T.
Contact:Malcolm DillmanClient:Intermountain Environmental
INORGANIC ANALYTICAL REPORT
Lab Sample ID:1910215-006
Client Sample ID:BH#1 - Water
Collection Date:10/8/2019
Received Date:10/8/2019
840h
1242h

Compound
Analytical
Result Qual

Units
Date
Prepared
Method
Used
Reporting
Limit
Date
Analyzed
Analytical Results TOTAL METALS
0.03280.00400mg/LArsenic 1120h10/14/2019 SW6020B2103h10/9/2019
0.9430.00200mg/LBarium 1120h10/14/2019 SW6020B2103h10/9/2019
0.001640.000700mg/LCadmium 1120h10/14/2019 SW6020B2103h10/9/2019
0.5360.0200mg/LChromium 1120h10/14/2019 SW6020B2103h10/9/2019
0.04910.00200mg/LLead 1120h10/14/2019 SW6020B2103h10/9/2019
< 0.00009000.0000900mg/LMercury 1045h10/11/2019 SW7470A1432h10/11/2019
0.5640.00400mg/LNickel 1120h10/14/2019 SW6020B2103h10/9/2019
0.009050.00200mg/LSelenium 1120h10/14/2019 SW6020B2103h10/9/2019
< 0.002000.00200mg/LSilver 1120h10/14/2019 SW6020B2103h10/9/2019
Report Date: 10/22/2019 Page 7 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Project:SL Chrome / K.T.
Contact:Malcolm DillmanClient:Intermountain Environmental
INORGANIC ANALYTICAL REPORT
Lab Sample ID:1910215-007
Client Sample ID:BH#2 - Water
Collection Date:10/8/2019
Received Date:10/8/2019
915h
1242h

Compound
Analytical
Result Qual

Units
Date
Prepared
Method
Used
Reporting
Limit
Date
Analyzed
Analytical Results TOTAL METALS
0.01210.00400mg/LArsenic 1120h10/14/2019 SW6020B2115h10/9/2019
0.5760.00200mg/LBarium 1120h10/14/2019 SW6020B2115h10/9/2019
< 0.0007000.000700mg/LCadmium 1120h10/14/2019 SW6020B2115h10/9/2019
0.02050.0200mg/LChromium 1120h10/14/2019 SW6020B2115h10/9/2019
0.007150.00200mg/LLead 1120h10/14/2019 SW6020B2115h10/9/2019
< 0.00009000.0000900mg/LMercury 1045h10/11/2019 SW7470A1434h10/11/2019
0.03450.00400mg/LNickel 1120h10/14/2019 SW6020B2115h10/9/2019
0.006830.00200mg/LSelenium 1120h10/14/2019 SW6020B2115h10/9/2019
< 0.002000.00200mg/LSilver 1120h10/14/2019 SW6020B2115h10/9/2019
Report Date: 10/22/2019 Page 8 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Project:SL Chrome / K.T.
Contact:Malcolm DillmanClient:Intermountain Environmental
INORGANIC ANALYTICAL REPORT
Lab Sample ID:1910215-008
Client Sample ID:BH #3 - Water
Collection Date:10/8/2019
Received Date:10/8/2019
948h
1242h

Compound
Analytical
Result Qual

Units
Date
Prepared
Method
Used
Reporting
Limit
Date
Analyzed
Analytical Results TOTAL METALS
0.01700.00400mg/LArsenic 1120h10/14/2019 SW6020B2130h10/9/2019
0.5130.00200mg/LBarium 1120h10/14/2019 SW6020B2130h10/9/2019
0.001750.000700mg/LCadmium 1120h10/14/2019 SW6020B2130h10/9/2019
0.03420.0200mg/LChromium 1120h10/14/2019 SW6020B2130h10/9/2019
0.008560.00200mg/LLead 1120h10/14/2019 SW6020B2130h10/9/2019
< 0.00009000.0000900mg/LMercury 1045h10/11/2019 SW7470A1436h10/11/2019
0.1470.00400mg/LNickel 1120h10/14/2019 SW6020B2130h10/9/2019
0.005960.00200mg/LSelenium 1120h10/14/2019 SW6020B2130h10/9/2019
< 0.002000.00200mg/LSilver 1120h10/14/2019 SW6020B2130h10/9/2019
Report Date: 10/22/2019 Page 9 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Project:SL Chrome / K.T.
Contact:Malcolm DillmanClient:Intermountain Environmental
INORGANIC ANALYTICAL REPORT
Lab Sample ID:1910215-009
Client Sample ID:BH #4 - Water
Collection Date:10/8/2019
Received Date:10/8/2019
1045h
1242h

Compound
Analytical
Result Qual

Units
Date
Prepared
Method
Used
Reporting
Limit
Date
Analyzed
Analytical Results TOTAL METALS
0.03810.00400mg/LArsenic 1120h10/14/2019 SW6020B2133h10/9/2019
1.140.00200mg/LBarium 1120h10/14/2019 SW6020B2133h10/9/2019
0.004660.000700mg/LCadmium 1120h10/14/2019 SW6020B2133h10/9/2019
0.1260.0200mg/LChromium 1120h10/14/2019 SW6020B2133h10/9/2019
0.1480.00200mg/LLead 1120h10/14/2019 SW6020B2133h10/9/2019
0.0003630.0000900mg/LMercury 1045h10/11/2019 SW7470A1438h10/11/2019
7.570.0200mg/LNickel 1120h10/14/2019 SW6020B2139h10/9/2019
0.01020.00200mg/LSelenium 1120h10/14/2019 SW6020B2133h10/9/2019
< 0.002000.00200mg/LSilver 1120h10/14/2019 SW6020B2133h10/9/2019
Report Date: 10/22/2019 Page 10 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Project:SL Chrome / K.T.
Contact:Malcolm DillmanClient:Intermountain Environmental
INORGANIC ANALYTICAL REPORT
Lab Sample ID:1910215-010
Client Sample ID:BH #5 - Water
Collection Date:10/8/2019
Received Date:10/8/2019
1210h
1242h

Compound
Analytical
Result Qual

Units
Date
Prepared
Method
Used
Reporting
Limit
Date
Analyzed
Analytical Results TOTAL METALS
0.03650.00400mg/LArsenic 1120h10/14/2019 SW6020B2136h10/9/2019
0.9010.00200mg/LBarium 1120h10/14/2019 SW6020B2136h10/9/2019
0.002180.000700mg/LCadmium 1120h10/14/2019 SW6020B2136h10/9/2019
0.1180.0200mg/LChromium 1120h10/14/2019 SW6020B2136h10/9/2019
0.09930.00200mg/LLead 1120h10/14/2019 SW6020B2136h10/9/2019
0.0001330.0000900mg/LMercury 1045h10/11/2019 SW7470A1440h10/11/2019
0.1820.00400mg/LNickel 1120h10/14/2019 SW6020B2136h10/9/2019
0.01230.00200mg/LSelenium 1120h10/14/2019 SW6020B2136h10/9/2019
< 0.002000.00200mg/LSilver 1120h10/14/2019 SW6020B2136h10/9/2019
Report Date: 10/22/2019 Page 11 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Project:SL Chrome / K.T.
Contact:Malcolm DillmanClient:Intermountain Environmental
INORGANIC ANALYTICAL REPORT
Lab Sample ID:1910215-001
Client Sample ID:BH #1 - Soil
Collection Date:10/8/2019
Received Date:10/8/2019
840h
1242h

Compound
Analytical
Result Qual

Units
Date
Prepared
Method
Used
Reporting
Limit
Date
Analyzed
Analytical Results TCLP METALS Method 1311
10/16/2019 1705hTCLP Prep Date:
< 0.1000.100mg/LChromium 1637h10/20/2019 SW6020B2210h10/18/2019
Report Date: 10/22/2019 Page 12 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Project:SL Chrome / K.T.
Contact:Malcolm DillmanClient:Intermountain Environmental
INORGANIC ANALYTICAL REPORT
Lab Sample ID:1910215-004
Client Sample ID:BH #4 - Soil
Collection Date:10/8/2019
Received Date:10/8/2019
1045h
1242h

Compound
Analytical
Result Qual

Units
Date
Prepared
Method
Used
Reporting
Limit
Date
Analyzed
Analytical Results TCLP METALS Method 1311
10/16/2019 1705hTCLP Prep Date:
< 0.01000.0100mg/LLead 1637h10/20/2019 SW6020B2213h10/18/2019
Report Date: 10/22/2019 Page 13 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Client:Intermountain Environmental
ORGANIC ANALYTICAL REPORT
Contact:Malcolm Dillman
Project:SL Chrome / K.T.
Lab Sample ID:1910215-001A
Client Sample ID:BH #1 - Soil
Collection Date:10/8/2019
Received Date:10/8/2019
Analytical Results VOAs VOX List by GC/MS Method 8260D
840h
1242h Test Code: 8260D-S
Units:µg/kg-dry Dilution Factor:1
Analyzed:10/9/2019 821h Extracted:
Method:SW8260D
Analytical
ResultCompound
Reporting
Limit
CAS
Number Qual
1,1,1,2-Tetrachloroethane 3.09 < 3.09630-20-6
1,1,1-Trichloroethane 3.09 < 3.0971-55-6
1,1,2,2-Tetrachloroethane 3.09 < 3.0979-34-5
1,1,2-Trichloro-1,2,2-trifluoroethane 3.09 < 3.0976-13-1
1,1,2-Trichloroethane 3.09 < 3.0979-00-5
1,1-Dichloroethane 3.09 < 3.0975-34-3
1,1-Dichloroethene 3.09 < 3.0975-35-4
1,1-Dichloropropene 3.09 < 3.09563-58-6
1,2,3-Trichlorobenzene 3.09 < 3.0987-61-6
1,2,3-Trichloropropane 3.09 < 3.0996-18-4
1,2-Dibromo-3-chloropropane 7.71 < 7.7196-12-8
1,2-Dibromoethane 3.09 < 3.09106-93-4
1,2-Dichlorobenzene 3.09 < 3.0995-50-1
1,2-Dichloroethane 3.09 < 3.09107-06-2
1,2-Dichloropropane 3.09 < 3.0978-87-5
1,3-Dichlorobenzene 3.09 < 3.09541-73-1
1,3-Dichloropropane 3.09 < 3.09142-28-9
1,4-Dichlorobenzene 3.09 < 3.09106-46-7
2,2´-Oxybis(1-chloropropane)7.71 < 7.71108-60-1
2,2-Dichloropropane 3.09 < 3.09594-20-7
2-Chloroethyl vinyl ether 7.71 < 7.71110-75-8
2-Chlorotoluene 3.09 < 3.0995-49-8
4-Chlorotoluene 3.09 < 3.09106-43-4
Allyl chloride 7.71 < 7.71107-05-1
Benzyl chloride 7.71 < 7.71100-44-7
Bromobenzene 3.09 < 3.09108-86-1
Bromochloromethane 3.09 < 3.0974-97-5
Bromodichloromethane 3.09 < 3.0975-27-4
Bromoform 3.09 < 3.0975-25-2
Report Date: 10/22/2019 Page 14 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Lab Sample ID:1910215-001A
Client Sample ID:BH #1 - Soil
Units:µg/kg-dry Dilution Factor:1
Analyzed:10/9/2019 821h Extracted:
Method:SW8260D
Analytical
ResultCompound
Reporting
Limit
CAS
Number Qual
Bromomethane 7.71 < 7.7174-83-9
Carbon tetrachloride 3.09 < 3.0956-23-5
Chlorobenzene 3.09 < 3.09108-90-7
Chloroethane 3.09 < 3.0975-00-3
Chloroform 3.09 < 3.0967-66-3
Chloromethane 4.63 < 4.6374-87-3
Chloroprene 3.09 < 3.09126-99-8
cis-1,2-Dichloroethene 3.09 < 3.09156-59-2
cis-1,3-Dichloropropene 3.09 < 3.0910061-01-5
Dibromochloromethane 3.09 < 3.09124-48-1
Dibromomethane 3.09 < 3.0974-95-3
Dichlorodifluoromethane 3.09 < 3.0975-71-8
Hexachlorobutadiene 3.09 < 3.0987-68-3
Iodomethane 7.71 < 7.7174-88-4
Methylene chloride 7.71 < 7.7175-09-2
Pentachloroethane 3.09 < 3.0976-01-7
Tetrachloroethene 3.09 < 3.09127-18-4
trans-1,2-Dichloroethene 3.09 < 3.09156-60-5
trans-1,3-Dichloropropene 3.09 < 3.0910061-02-6
trans-1,4-Dichloro-2-butene 3.09 < 3.09110-57-6
Trichloroethene 3.09 < 3.0979-01-6
Trichlorofluoromethane 3.09 < 3.0975-69-4
Vinyl chloride 1.54 < 1.5475-01-4
Sampling and analytical preparation performed by method 5030A modified for analysis of soil samples collected in 2 or 4 oz jars.
Surrogate CAS Result Amount Spiked % REC Limits QualUnits:µg/kg-dry
77.13 108 Surr: 1,2-Dichloroethane-d4 17060-07-0 50-15183.6
77.13 101 Surr: 4-Bromofluorobenzene 460-00-4 44-15278.1
77.13 106 Surr: Dibromofluoromethane 1868-53-7 50-13081.7
77.13 103 Surr: Toluene-d8 2037-26-5 46-12479.5
Report Date: 10/22/2019 Page 15 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Client:Intermountain Environmental
ORGANIC ANALYTICAL REPORT
Contact:Malcolm Dillman
Project:SL Chrome / K.T.
Lab Sample ID:1910215-002A
Client Sample ID:BH #2 - Soil
Collection Date:10/8/2019
Received Date:10/8/2019
Analytical Results VOAs VOX List by GC/MS Method 8260D
915h
1242h Test Code: 8260D-S
Units:µg/kg-dry Dilution Factor:1.01
Analyzed:10/9/2019 841h Extracted:
Method:SW8260D
Analytical
ResultCompound
Reporting
Limit
CAS
Number Qual
1,1,1,2-Tetrachloroethane 2.70 < 2.70 ¹@630-20-6
1,1,1-Trichloroethane 2.70 < 2.70 ¹@71-55-6
1,1,2,2-Tetrachloroethane 2.70 < 2.70 ¹79-34-5
1,1,2-Trichloro-1,2,2-trifluoroethane 2.70 < 2.70 @76-13-1
1,1,2-Trichloroethane 2.70 < 2.70 ¹79-00-5
1,1-Dichloroethane 2.70 < 2.70 ¹75-34-3
1,1-Dichloroethene 2.70 < 2.7075-35-4
1,1-Dichloropropene 2.70 < 2.70 @563-58-6
1,2,3-Trichlorobenzene 2.70 < 2.7087-61-6
1,2,3-Trichloropropane 2.70 < 2.70 ¹96-18-4
1,2-Dibromo-3-chloropropane 6.74 < 6.74 ¹96-12-8
1,2-Dibromoethane 2.70 < 2.70 ¹106-93-4
1,2-Dichlorobenzene 2.70 < 2.70 ¹@95-50-1
1,2-Dichloroethane 2.70 < 2.70 ¹107-06-2
1,2-Dichloropropane 2.70 < 2.70 ¹78-87-5
1,3-Dichlorobenzene 2.70 < 2.70 @541-73-1
1,3-Dichloropropane 2.70 < 2.70 ¹142-28-9
1,4-Dichlorobenzene 2.70 < 2.70 @106-46-7
2,2´-Oxybis(1-chloropropane)6.74 < 6.74 @108-60-1
2,2-Dichloropropane 2.70 < 2.70 ¹594-20-7
2-Chloroethyl vinyl ether 6.74 < 6.74110-75-8
2-Chlorotoluene 2.70 < 2.70 ¹@95-49-8
4-Chlorotoluene 2.70 < 2.70 @106-43-4
Allyl chloride 6.74 < 6.74107-05-1
Benzyl chloride 6.74 < 6.74 ¹100-44-7
Bromobenzene 2.70 < 2.70 ¹@108-86-1
Bromochloromethane 2.70 < 2.70 ¹74-97-5
Bromodichloromethane 2.70 < 2.70 ¹75-27-4
Bromoform 2.70 < 2.70 ¹75-25-2
Report Date: 10/22/2019 Page 16 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Lab Sample ID:1910215-002A
Client Sample ID:BH #2 - Soil
Units:µg/kg-dry Dilution Factor:1.01
Analyzed:10/9/2019 841h Extracted:
Method:SW8260D
Analytical
ResultCompound
Reporting
Limit
CAS
Number Qual
Bromomethane 6.74 < 6.74 @74-83-9
Carbon tetrachloride 2.70 < 2.70 @56-23-5
Chlorobenzene 2.70 < 2.70 ¹@108-90-7
Chloroethane 2.70 < 2.70 @75-00-3
Chloroform 2.70 < 2.70 ¹67-66-3
Chloromethane 4.04 < 4.0474-87-3
Chloroprene 2.70 < 2.70126-99-8
cis-1,2-Dichloroethene 2.70 < 2.70 ¹156-59-2
cis-1,3-Dichloropropene 2.70 < 2.70 ¹10061-01-5
Dibromochloromethane 2.70 < 2.70 ¹124-48-1
Dibromomethane 2.70 < 2.7074-95-3
Dichlorodifluoromethane 2.70 < 2.7075-71-8
Hexachlorobutadiene 2.70 < 2.70 ¹@87-68-3
Iodomethane 6.74 < 6.74 @74-88-4
Methylene chloride 6.74 < 6.74 ¹75-09-2
Pentachloroethane 2.70 < 2.70 ¹76-01-7
Tetrachloroethene 2.70 < 2.70 @127-18-4
trans-1,2-Dichloroethene 2.70 < 2.70156-60-5
trans-1,3-Dichloropropene 2.70 < 2.70 ¹10061-02-6
trans-1,4-Dichloro-2-butene 2.70 < 2.70110-57-6
Trichloroethene 2.70 < 2.7079-01-6
Trichlorofluoromethane 2.70 < 2.70 @75-69-4
Vinyl chloride 1.35 < 1.35 ¹75-01-4
¹ - Matrix spike recovery indicates matrix interference. The method is in control as indicated by the LCS.
@ - High RPD due to suspected sample non-homogeneity or matrix interference.
Sampling and analytical preparation performed by method 5030A modified for analysis of soil samples collected in 2 or 4 oz jars.
Surrogate CAS Result Amount Spiked % REC Limits QualUnits:µg/kg-dry
67.41 104 Surr: 1,2-Dichloroethane-d4 17060-07-0 50-15170.0
67.41 97.4 Surr: 4-Bromofluorobenzene 460-00-4 44-15265.7
67.41 102 Surr: Dibromofluoromethane 1868-53-7 50-13069.0
67.41 98.6 Surr: Toluene-d8 2037-26-5 46-12466.5
Report Date: 10/22/2019 Page 17 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Client:Intermountain Environmental
ORGANIC ANALYTICAL REPORT
Contact:Malcolm Dillman
Project:SL Chrome / K.T.
Lab Sample ID:1910215-003A
Client Sample ID:BH #3 - Soil
Collection Date:10/8/2019
Received Date:10/8/2019
Analytical Results VOAs VOX List by GC/MS Method 8260D
948h
1242h Test Code: 8260D-S
Units:µg/kg-dry Dilution Factor:1
Analyzed:10/9/2019 1002h Extracted:
Method:SW8260D
Analytical
ResultCompound
Reporting
Limit
CAS
Number Qual
1,1,1,2-Tetrachloroethane 2.38 < 2.38630-20-6
1,1,1-Trichloroethane 2.38 < 2.3871-55-6
1,1,2,2-Tetrachloroethane 2.38 < 2.3879-34-5
1,1,2-Trichloro-1,2,2-trifluoroethane 2.38 < 2.3876-13-1
1,1,2-Trichloroethane 2.38 < 2.3879-00-5
1,1-Dichloroethane 2.38 < 2.3875-34-3
1,1-Dichloroethene 2.38 < 2.3875-35-4
1,1-Dichloropropene 2.38 < 2.38563-58-6
1,2,3-Trichlorobenzene 2.38 < 2.3887-61-6
1,2,3-Trichloropropane 2.38 < 2.3896-18-4
1,2-Dibromo-3-chloropropane 5.96 < 5.9696-12-8
1,2-Dibromoethane 2.38 < 2.38106-93-4
1,2-Dichlorobenzene 2.38 < 2.3895-50-1
1,2-Dichloroethane 2.38 < 2.38107-06-2
1,2-Dichloropropane 2.38 < 2.3878-87-5
1,3-Dichlorobenzene 2.38 < 2.38541-73-1
1,3-Dichloropropane 2.38 < 2.38142-28-9
1,4-Dichlorobenzene 2.38 < 2.38106-46-7
2,2´-Oxybis(1-chloropropane)5.96 < 5.96108-60-1
2,2-Dichloropropane 2.38 < 2.38594-20-7
2-Chloroethyl vinyl ether 5.96 < 5.96110-75-8
2-Chlorotoluene 2.38 < 2.3895-49-8
4-Chlorotoluene 2.38 < 2.38106-43-4
Allyl chloride 5.96 < 5.96107-05-1
Benzyl chloride 5.96 < 5.96100-44-7
Bromobenzene 2.38 < 2.38108-86-1
Bromochloromethane 2.38 < 2.3874-97-5
Bromodichloromethane 2.38 < 2.3875-27-4
Bromoform 2.38 < 2.3875-25-2
Report Date: 10/22/2019 Page 18 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Lab Sample ID:1910215-003A
Client Sample ID:BH #3 - Soil
Units:µg/kg-dry Dilution Factor:1
Analyzed:10/9/2019 1002h Extracted:
Method:SW8260D
Analytical
ResultCompound
Reporting
Limit
CAS
Number Qual
Bromomethane 5.96 < 5.9674-83-9
Carbon tetrachloride 2.38 < 2.3856-23-5
Chlorobenzene 2.38 < 2.38108-90-7
Chloroethane 2.38 < 2.3875-00-3
Chloroform 2.38 < 2.3867-66-3
Chloromethane 3.58 < 3.5874-87-3
Chloroprene 2.38 < 2.38126-99-8
cis-1,2-Dichloroethene 2.38 < 2.38156-59-2
cis-1,3-Dichloropropene 2.38 < 2.3810061-01-5
Dibromochloromethane 2.38 < 2.38124-48-1
Dibromomethane 2.38 < 2.3874-95-3
Dichlorodifluoromethane 2.38 < 2.3875-71-8
Hexachlorobutadiene 2.38 < 2.3887-68-3
Iodomethane 5.96 < 5.9674-88-4
Methylene chloride 5.96 < 5.9675-09-2
Pentachloroethane 2.38 < 2.3876-01-7
Tetrachloroethene 2.38 < 2.38127-18-4
trans-1,2-Dichloroethene 2.38 < 2.38156-60-5
trans-1,3-Dichloropropene 2.38 < 2.3810061-02-6
trans-1,4-Dichloro-2-butene 2.38 < 2.38110-57-6
Trichloroethene 2.38 < 2.3879-01-6
Trichlorofluoromethane 2.38 < 2.3875-69-4
Vinyl chloride 1.19 < 1.1975-01-4
Sampling and analytical preparation performed by method 5030A modified for analysis of soil samples collected in 2 or 4 oz jars.
Surrogate CAS Result Amount Spiked % REC Limits QualUnits:µg/kg-dry
59.60 109 Surr: 1,2-Dichloroethane-d4 17060-07-0 50-15164.7
59.60 97.7 Surr: 4-Bromofluorobenzene 460-00-4 44-15258.2
59.60 106 Surr: Dibromofluoromethane 1868-53-7 50-13063.2
59.60 98.6 Surr: Toluene-d8 2037-26-5 46-12458.8
Report Date: 10/22/2019 Page 19 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Client:Intermountain Environmental
ORGANIC ANALYTICAL REPORT
Contact:Malcolm Dillman
Project:SL Chrome / K.T.
Lab Sample ID:1910215-004A
Client Sample ID:BH #4 - Soil
Collection Date:10/8/2019
Received Date:10/8/2019
Analytical Results VOAs VOX List by GC/MS Method 8260D
1045h
1242h Test Code: 8260D-S
Units:µg/kg-dry Dilution Factor:1
Analyzed:10/9/2019 1022h Extracted:
Method:SW8260D
Analytical
ResultCompound
Reporting
Limit
CAS
Number Qual
1,1,1,2-Tetrachloroethane 2.66 < 2.66630-20-6
1,1,1-Trichloroethane 2.66 < 2.6671-55-6
1,1,2,2-Tetrachloroethane 2.66 < 2.6679-34-5
1,1,2-Trichloro-1,2,2-trifluoroethane 2.66 < 2.6676-13-1
1,1,2-Trichloroethane 2.66 < 2.6679-00-5
1,1-Dichloroethane 2.66 < 2.6675-34-3
1,1-Dichloroethene 2.66 < 2.6675-35-4
1,1-Dichloropropene 2.66 < 2.66563-58-6
1,2,3-Trichlorobenzene 2.66 < 2.6687-61-6
1,2,3-Trichloropropane 2.66 < 2.6696-18-4
1,2-Dibromo-3-chloropropane 6.66 < 6.6696-12-8
1,2-Dibromoethane 2.66 < 2.66106-93-4
1,2-Dichlorobenzene 2.66 < 2.6695-50-1
1,2-Dichloroethane 2.66 < 2.66107-06-2
1,2-Dichloropropane 2.66 < 2.6678-87-5
1,3-Dichlorobenzene 2.66 < 2.66541-73-1
1,3-Dichloropropane 2.66 < 2.66142-28-9
1,4-Dichlorobenzene 2.66 < 2.66106-46-7
2,2´-Oxybis(1-chloropropane)6.66 < 6.66108-60-1
2,2-Dichloropropane 2.66 < 2.66594-20-7
2-Chloroethyl vinyl ether 6.66 < 6.66110-75-8
2-Chlorotoluene 2.66 < 2.6695-49-8
4-Chlorotoluene 2.66 < 2.66106-43-4
Allyl chloride 6.66 < 6.66107-05-1
Benzyl chloride 6.66 < 6.66100-44-7
Bromobenzene 2.66 < 2.66108-86-1
Bromochloromethane 2.66 < 2.6674-97-5
Bromodichloromethane 2.66 < 2.6675-27-4
Bromoform 2.66 < 2.6675-25-2
Report Date: 10/22/2019 Page 20 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Lab Sample ID:1910215-004A
Client Sample ID:BH #4 - Soil
Units:µg/kg-dry Dilution Factor:1
Analyzed:10/9/2019 1022h Extracted:
Method:SW8260D
Analytical
ResultCompound
Reporting
Limit
CAS
Number Qual
Bromomethane 6.66 < 6.6674-83-9
Carbon tetrachloride 2.66 < 2.6656-23-5
Chlorobenzene 2.66 < 2.66108-90-7
Chloroethane 2.66 < 2.6675-00-3
Chloroform 2.66 < 2.6667-66-3
Chloromethane 3.99 < 3.9974-87-3
Chloroprene 2.66 < 2.66126-99-8
cis-1,2-Dichloroethene 2.66 < 2.66156-59-2
cis-1,3-Dichloropropene 2.66 < 2.6610061-01-5
Dibromochloromethane 2.66 < 2.66124-48-1
Dibromomethane 2.66 < 2.6674-95-3
Dichlorodifluoromethane 2.66 < 2.6675-71-8
Hexachlorobutadiene 2.66 < 2.6687-68-3
Iodomethane 6.66 < 6.6674-88-4
Methylene chloride 6.66 < 6.6675-09-2
Pentachloroethane 2.66 < 2.6676-01-7
Tetrachloroethene 2.66 < 2.66127-18-4
trans-1,2-Dichloroethene 2.66 < 2.66156-60-5
trans-1,3-Dichloropropene 2.66 < 2.6610061-02-6
trans-1,4-Dichloro-2-butene 2.66 < 2.66110-57-6
Trichloroethene 2.66 < 2.6679-01-6
Trichlorofluoromethane 2.66 < 2.6675-69-4
Vinyl chloride 1.33 < 1.3375-01-4
Internal standard areas were outside of the QC limits. Reanalysis of sample yielded similar results indicating matrix interference.
Sampling and analytical preparation performed by method 5030A modified for analysis of soil samples collected in 2 or 4 oz jars.
Surrogate CAS Result Amount Spiked % REC Limits QualUnits:µg/kg-dry
66.57 106 Surr: 1,2-Dichloroethane-d4 17060-07-0 50-15170.5
66.57 113 Surr: 4-Bromofluorobenzene 460-00-4 44-15275.1
66.57 108 Surr: Dibromofluoromethane 1868-53-7 50-13071.7
66.57 117 Surr: Toluene-d8 2037-26-5 46-12477.9
Report Date: 10/22/2019 Page 21 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Client:Intermountain Environmental
ORGANIC ANALYTICAL REPORT
Contact:Malcolm Dillman
Project:SL Chrome / K.T.
Lab Sample ID:1910215-005A
Client Sample ID:BH #5 - Soil
Collection Date:10/8/2019
Received Date:10/8/2019
Analytical Results VOAs VOX List by GC/MS Method 8260D
1210h
1242h Test Code: 8260D-S
Units:µg/kg-dry Dilution Factor:1
Analyzed:10/9/2019 1042h Extracted:
Method:SW8260D
Analytical
ResultCompound
Reporting
Limit
CAS
Number Qual
1,1,1,2-Tetrachloroethane 2.55 < 2.55630-20-6
1,1,1-Trichloroethane 2.55 < 2.5571-55-6
1,1,2,2-Tetrachloroethane 2.55 < 2.5579-34-5
1,1,2-Trichloro-1,2,2-trifluoroethane 2.55 < 2.5576-13-1
1,1,2-Trichloroethane 2.55 < 2.5579-00-5
1,1-Dichloroethane 2.55 < 2.5575-34-3
1,1-Dichloroethene 2.55 < 2.5575-35-4
1,1-Dichloropropene 2.55 < 2.55563-58-6
1,2,3-Trichlorobenzene 2.55 < 2.5587-61-6
1,2,3-Trichloropropane 2.55 < 2.5596-18-4
1,2-Dibromo-3-chloropropane 6.39 < 6.3996-12-8
1,2-Dibromoethane 2.55 < 2.55106-93-4
1,2-Dichlorobenzene 2.55 < 2.5595-50-1
1,2-Dichloroethane 2.55 < 2.55107-06-2
1,2-Dichloropropane 2.55 < 2.5578-87-5
1,3-Dichlorobenzene 2.55 < 2.55541-73-1
1,3-Dichloropropane 2.55 < 2.55142-28-9
1,4-Dichlorobenzene 2.55 < 2.55106-46-7
2,2´-Oxybis(1-chloropropane)6.39 < 6.39108-60-1
2,2-Dichloropropane 2.55 < 2.55594-20-7
2-Chloroethyl vinyl ether 6.39 < 6.39110-75-8
2-Chlorotoluene 2.55 < 2.5595-49-8
4-Chlorotoluene 2.55 < 2.55106-43-4
Allyl chloride 6.39 < 6.39107-05-1
Benzyl chloride 6.39 < 6.39100-44-7
Bromobenzene 2.55 < 2.55108-86-1
Bromochloromethane 2.55 < 2.5574-97-5
Bromodichloromethane 2.55 < 2.5575-27-4
Bromoform 2.55 < 2.5575-25-2
Report Date: 10/22/2019 Page 22 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Lab Sample ID:1910215-005A
Client Sample ID:BH #5 - Soil
Units:µg/kg-dry Dilution Factor:1
Analyzed:10/9/2019 1042h Extracted:
Method:SW8260D
Analytical
ResultCompound
Reporting
Limit
CAS
Number Qual
Bromomethane 6.39 < 6.3974-83-9
Carbon tetrachloride 2.55 < 2.5556-23-5
Chlorobenzene 2.55 < 2.55108-90-7
Chloroethane 2.55 < 2.5575-00-3
Chloroform 2.55 < 2.5567-66-3
Chloromethane 3.83 < 3.8374-87-3
Chloroprene 2.55 < 2.55126-99-8
cis-1,2-Dichloroethene 2.55 < 2.55156-59-2
cis-1,3-Dichloropropene 2.55 < 2.5510061-01-5
Dibromochloromethane 2.55 < 2.55124-48-1
Dibromomethane 2.55 < 2.5574-95-3
Dichlorodifluoromethane 2.55 < 2.5575-71-8
Hexachlorobutadiene 2.55 < 2.5587-68-3
Iodomethane 6.39 < 6.3974-88-4
Methylene chloride 6.39 < 6.3975-09-2
Pentachloroethane 2.55 < 2.5576-01-7
Tetrachloroethene 2.55 6.77127-18-4
trans-1,2-Dichloroethene 2.55 < 2.55156-60-5
trans-1,3-Dichloropropene 2.55 < 2.5510061-02-6
trans-1,4-Dichloro-2-butene 2.55 < 2.55110-57-6
Trichloroethene 2.55 < 2.5579-01-6
Trichlorofluoromethane 2.55 < 2.5575-69-4
Vinyl chloride 1.28 < 1.2875-01-4
Sampling and analytical preparation performed by method 5030A modified for analysis of soil samples collected in 2 or 4 oz jars.
Surrogate CAS Result Amount Spiked % REC Limits QualUnits:µg/kg-dry
63.87 111 Surr: 1,2-Dichloroethane-d4 17060-07-0 50-15170.9
63.87 98.5 Surr: 4-Bromofluorobenzene 460-00-4 44-15262.9
63.87 105 Surr: Dibromofluoromethane 1868-53-7 50-13067.2
63.87 100 Surr: Toluene-d8 2037-26-5 46-12463.8
Report Date: 10/22/2019 Page 23 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Client:Intermountain Environmental
ORGANIC ANALYTICAL REPORT
Contact:Malcolm Dillman
Project:SL Chrome / K.T.
Lab Sample ID:1910215-006A
Client Sample ID:BH#1 - Water
Collection Date:10/8/2019
Received Date:10/8/2019
Analytical Results VOAs VOX List by GC/MS Method 8260D/5030C
840h
1242h Test Code: 8260D-W
Units:µg/L Dilution Factor:1
Analyzed:10/10/2019 1452h Extracted:
Method:SW8260D
Analytical
ResultCompound
Reporting
Limit
CAS
Number Qual
1,1,1,2-Tetrachloroethane 2.00 < 2.00630-20-6
1,1,1-Trichloroethane 2.00 < 2.0071-55-6
1,1,2,2-Tetrachloroethane 2.00 < 2.0079-34-5
1,1,2-Trichloro-1,2,2-trifluoroethane 2.00 < 2.0076-13-1
1,1,2-Trichloroethane 2.00 < 2.0079-00-5
1,1-Dichloroethane 2.00 < 2.0075-34-3
1,1-Dichloroethene 2.00 < 2.0075-35-4
1,1-Dichloropropene 2.00 < 2.00563-58-6
1,2,3-Trichlorobenzene 2.00 < 2.0087-61-6
1,2,3-Trichloropropane 2.00 < 2.0096-18-4
1,2,4-Trichlorobenzene 2.00 < 2.00120-82-1
1,2-Dibromo-3-chloropropane 5.00 < 5.0096-12-8
1,2-Dibromoethane 2.00 < 2.00106-93-4
1,2-Dichlorobenzene 2.00 < 2.0095-50-1
1,2-Dichloroethane 2.00 < 2.00107-06-2
1,2-Dichloropropane 2.00 < 2.0078-87-5
1,3-Dichlorobenzene 2.00 < 2.00541-73-1
1,3-Dichloropropane 2.00 < 2.00142-28-9
1,4-Dichlorobenzene 2.00 < 2.00106-46-7
2,2-Dichloropropane 3.00 < 3.00594-20-7
2-Chloroethyl vinyl ether 5.00 < 5.00110-75-8
2-Chlorotoluene 2.00 < 2.0095-49-8
4-Chlorotoluene 2.00 < 2.00106-43-4
Allyl chloride 5.00 < 5.00107-05-1
Benzyl chloride 5.00 < 5.00100-44-7
Bromobenzene 2.00 < 2.00108-86-1
Bromochloromethane 2.00 < 2.0074-97-5
Bromodichloromethane 2.00 < 2.0075-27-4
Bromoform 2.00 < 2.0075-25-2
Report Date: 10/22/2019 Page 24 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Lab Sample ID:1910215-006A
Client Sample ID:BH#1 - Water
Units:µg/L Dilution Factor:1
Analyzed:10/10/2019 1452h Extracted:
Method:SW8260D
Analytical
ResultCompound
Reporting
Limit
CAS
Number Qual
Bromomethane 5.00 < 5.0074-83-9
Carbon tetrachloride 2.00 < 2.0056-23-5
Chlorobenzene 2.00 < 2.00108-90-7
Chloroethane 2.00 < 2.0075-00-3
Chloroform 2.00 < 2.0067-66-3
Chloromethane 3.00 < 3.0074-87-3
Chloroprene 2.00 < 2.00126-99-8
cis-1,2-Dichloroethene 2.00 < 2.00156-59-2
cis-1,3-Dichloropropene 2.00 < 2.0010061-01-5
Dibromochloromethane 2.00 < 2.00124-48-1
Dibromomethane 2.00 < 2.0074-95-3
Dichlorodifluoromethane 2.00 < 2.0075-71-8
Hexachlorobutadiene 2.00 < 2.0087-68-3
Iodomethane 5.00 < 5.00 S#74-88-4
Methylene chloride 2.00 < 2.0075-09-2
Pentachloroethane 5.00 < 5.0076-01-7
Tetrachloroethene 2.00 < 2.00127-18-4
trans-1,2-Dichloroethene 2.00 < 2.00156-60-5
trans-1,3-Dichloropropene 2.00 < 2.0010061-02-6
trans-1,4-Dichloro-2-butene 2.00 < 2.00110-57-6
Trichloroethene 2.00 < 2.0079-01-6
Trichlorofluoromethane 2.00 < 2.00 #75-69-4
Vinyl chloride 1.00 < 1.0075-01-4
The pH of the sample was >2. Analysis was performed within the 7 day holding time.
S - High LCS recoveries indicate possible bias high. Data deemed acceptable as the analyte was not observed in the field sample.
# - This compound exceeded (high) the control limit for the CCV. The data is acceptable since the compound was not detected in the
sample.
Surrogate CAS Result Amount Spiked % REC Limits QualUnits:µg/L
50.00 104 Surr: 1,2-Dichloroethane-d4 17060-07-0 72-15152.2
50.00 98.7 Surr: 4-Bromofluorobenzene 460-00-4 80-15249.4
50.00 99.7 Surr: Dibromofluoromethane 1868-53-7 70-13049.8
50.00 94.7 Surr: Toluene-d8 2037-26-5 80-12447.3
Report Date: 10/22/2019 Page 25 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Client:Intermountain Environmental
ORGANIC ANALYTICAL REPORT
Contact:Malcolm Dillman
Project:SL Chrome / K.T.
Lab Sample ID:1910215-007A
Client Sample ID:BH#2 - Water
Collection Date:10/8/2019
Received Date:10/8/2019
Analytical Results VOAs VOX List by GC/MS Method 8260D/5030C
915h
1242h Test Code: 8260D-W
Units:µg/L Dilution Factor:1
Analyzed:10/10/2019 1512h Extracted:
Method:SW8260D
Analytical
ResultCompound
Reporting
Limit
CAS
Number Qual
1,1,1,2-Tetrachloroethane 2.00 < 2.00630-20-6
1,1,1-Trichloroethane 2.00 < 2.0071-55-6
1,1,2,2-Tetrachloroethane 2.00 < 2.0079-34-5
1,1,2-Trichloro-1,2,2-trifluoroethane 2.00 < 2.0076-13-1
1,1,2-Trichloroethane 2.00 < 2.0079-00-5
1,1-Dichloroethane 2.00 < 2.0075-34-3
1,1-Dichloroethene 2.00 < 2.0075-35-4
1,1-Dichloropropene 2.00 < 2.00563-58-6
1,2,3-Trichlorobenzene 2.00 < 2.0087-61-6
1,2,3-Trichloropropane 2.00 < 2.0096-18-4
1,2,4-Trichlorobenzene 2.00 < 2.00120-82-1
1,2-Dibromo-3-chloropropane 5.00 < 5.0096-12-8
1,2-Dibromoethane 2.00 < 2.00106-93-4
1,2-Dichlorobenzene 2.00 < 2.0095-50-1
1,2-Dichloroethane 2.00 < 2.00107-06-2
1,2-Dichloropropane 2.00 < 2.0078-87-5
1,3-Dichlorobenzene 2.00 < 2.00541-73-1
1,3-Dichloropropane 2.00 < 2.00142-28-9
1,4-Dichlorobenzene 2.00 < 2.00106-46-7
2,2-Dichloropropane 3.00 < 3.00594-20-7
2-Chloroethyl vinyl ether 5.00 < 5.00110-75-8
2-Chlorotoluene 2.00 < 2.0095-49-8
4-Chlorotoluene 2.00 < 2.00106-43-4
Allyl chloride 5.00 < 5.00107-05-1
Benzyl chloride 5.00 < 5.00100-44-7
Bromobenzene 2.00 < 2.00108-86-1
Bromochloromethane 2.00 < 2.0074-97-5
Bromodichloromethane 2.00 < 2.0075-27-4
Bromoform 2.00 < 2.0075-25-2
Report Date: 10/22/2019 Page 26 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Lab Sample ID:1910215-007A
Client Sample ID:BH#2 - Water
Units:µg/L Dilution Factor:1
Analyzed:10/10/2019 1512h Extracted:
Method:SW8260D
Analytical
ResultCompound
Reporting
Limit
CAS
Number Qual
Bromomethane 5.00 < 5.0074-83-9
Carbon tetrachloride 2.00 < 2.0056-23-5
Chlorobenzene 2.00 < 2.00108-90-7
Chloroethane 2.00 < 2.0075-00-3
Chloroform 2.00 < 2.0067-66-3
Chloromethane 3.00 < 3.0074-87-3
Chloroprene 2.00 < 2.00126-99-8
cis-1,2-Dichloroethene 2.00 < 2.00156-59-2
cis-1,3-Dichloropropene 2.00 < 2.0010061-01-5
Dibromochloromethane 2.00 < 2.00124-48-1
Dibromomethane 2.00 < 2.0074-95-3
Dichlorodifluoromethane 2.00 < 2.0075-71-8
Hexachlorobutadiene 2.00 < 2.0087-68-3
Iodomethane 5.00 < 5.00 S#74-88-4
Methylene chloride 2.00 < 2.0075-09-2
Pentachloroethane 5.00 < 5.0076-01-7
Tetrachloroethene 2.00 < 2.00127-18-4
trans-1,2-Dichloroethene 2.00 < 2.00156-60-5
trans-1,3-Dichloropropene 2.00 < 2.0010061-02-6
trans-1,4-Dichloro-2-butene 2.00 < 2.00110-57-6
Trichloroethene 2.00 < 2.0079-01-6
Trichlorofluoromethane 2.00 < 2.00 #75-69-4
Vinyl chloride 1.00 < 1.0075-01-4
S - High LCS recoveries indicate possible bias high. Data deemed acceptable as the analyte was not observed in the field sample.
# - This compound exceeded (high) the control limit for the CCV. The data is acceptable since the compound was not detected in the
sample.
Surrogate CAS Result Amount Spiked % REC Limits QualUnits:µg/L
50.00 107 Surr: 1,2-Dichloroethane-d4 17060-07-0 72-15153.3
50.00 101 Surr: 4-Bromofluorobenzene 460-00-4 80-15250.5
50.00 105 Surr: Dibromofluoromethane 1868-53-7 70-13052.3
50.00 101 Surr: Toluene-d8 2037-26-5 80-12450.6
Report Date: 10/22/2019 Page 27 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Client:Intermountain Environmental
ORGANIC ANALYTICAL REPORT
Contact:Malcolm Dillman
Project:SL Chrome / K.T.
Lab Sample ID:1910215-008A
Client Sample ID:BH #3 - Water
Collection Date:10/8/2019
Received Date:10/8/2019
Analytical Results VOAs VOX List by GC/MS Method 8260D/5030C
948h
1242h Test Code: 8260D-W
Units:µg/L Dilution Factor:1
Analyzed:10/10/2019 1532h Extracted:
Method:SW8260D
Analytical
ResultCompound
Reporting
Limit
CAS
Number Qual
1,1,1,2-Tetrachloroethane 2.00 < 2.00630-20-6
1,1,1-Trichloroethane 2.00 < 2.0071-55-6
1,1,2,2-Tetrachloroethane 2.00 < 2.0079-34-5
1,1,2-Trichloro-1,2,2-trifluoroethane 2.00 < 2.0076-13-1
1,1,2-Trichloroethane 2.00 < 2.0079-00-5
1,1-Dichloroethane 2.00 < 2.0075-34-3
1,1-Dichloroethene 2.00 < 2.0075-35-4
1,1-Dichloropropene 2.00 < 2.00563-58-6
1,2,3-Trichlorobenzene 2.00 < 2.0087-61-6
1,2,3-Trichloropropane 2.00 < 2.0096-18-4
1,2,4-Trichlorobenzene 2.00 < 2.00120-82-1
1,2-Dibromo-3-chloropropane 5.00 < 5.0096-12-8
1,2-Dibromoethane 2.00 < 2.00106-93-4
1,2-Dichlorobenzene 2.00 < 2.0095-50-1
1,2-Dichloroethane 2.00 < 2.00107-06-2
1,2-Dichloropropane 2.00 < 2.0078-87-5
1,3-Dichlorobenzene 2.00 < 2.00541-73-1
1,3-Dichloropropane 2.00 < 2.00142-28-9
1,4-Dichlorobenzene 2.00 < 2.00106-46-7
2,2-Dichloropropane 3.00 < 3.00594-20-7
2-Chloroethyl vinyl ether 5.00 < 5.00110-75-8
2-Chlorotoluene 2.00 < 2.0095-49-8
4-Chlorotoluene 2.00 < 2.00106-43-4
Allyl chloride 5.00 < 5.00107-05-1
Benzyl chloride 5.00 < 5.00100-44-7
Bromobenzene 2.00 < 2.00108-86-1
Bromochloromethane 2.00 < 2.0074-97-5
Bromodichloromethane 2.00 < 2.0075-27-4
Bromoform 2.00 < 2.0075-25-2
Report Date: 10/22/2019 Page 28 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Lab Sample ID:1910215-008A
Client Sample ID:BH #3 - Water
Units:µg/L Dilution Factor:1
Analyzed:10/10/2019 1532h Extracted:
Method:SW8260D
Analytical
ResultCompound
Reporting
Limit
CAS
Number Qual
Bromomethane 5.00 < 5.0074-83-9
Carbon tetrachloride 2.00 < 2.0056-23-5
Chlorobenzene 2.00 < 2.00108-90-7
Chloroethane 2.00 < 2.0075-00-3
Chloroform 2.00 < 2.0067-66-3
Chloromethane 3.00 < 3.0074-87-3
Chloroprene 2.00 < 2.00126-99-8
cis-1,2-Dichloroethene 2.00 < 2.00156-59-2
cis-1,3-Dichloropropene 2.00 < 2.0010061-01-5
Dibromochloromethane 2.00 < 2.00124-48-1
Dibromomethane 2.00 < 2.0074-95-3
Dichlorodifluoromethane 2.00 < 2.0075-71-8
Hexachlorobutadiene 2.00 < 2.0087-68-3
Iodomethane 5.00 < 5.00 S#74-88-4
Methylene chloride 2.00 < 2.0075-09-2
Pentachloroethane 5.00 < 5.0076-01-7
Tetrachloroethene 2.00 < 2.00127-18-4
trans-1,2-Dichloroethene 2.00 < 2.00156-60-5
trans-1,3-Dichloropropene 2.00 < 2.0010061-02-6
trans-1,4-Dichloro-2-butene 2.00 < 2.00110-57-6
Trichloroethene 2.00 < 2.0079-01-6
Trichlorofluoromethane 2.00 < 2.00 #75-69-4
Vinyl chloride 1.00 < 1.0075-01-4
The pH of the sample was >2. Analysis was performed within the 7 day holding time.
S - High LCS recoveries indicate possible bias high. Data deemed acceptable as the analyte was not observed in the field sample.
# - This compound exceeded (high) the control limit for the CCV. The data is acceptable since the compound was not detected in the
sample.
Surrogate CAS Result Amount Spiked % REC Limits QualUnits:µg/L
50.00 107 Surr: 1,2-Dichloroethane-d4 17060-07-0 72-15153.6
50.00 99.2 Surr: 4-Bromofluorobenzene 460-00-4 80-15249.6
50.00 105 Surr: Dibromofluoromethane 1868-53-7 70-13052.4
50.00 104 Surr: Toluene-d8 2037-26-5 80-12451.9
Report Date: 10/22/2019 Page 29 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Client:Intermountain Environmental
ORGANIC ANALYTICAL REPORT
Contact:Malcolm Dillman
Project:SL Chrome / K.T.
Lab Sample ID:1910215-009A
Client Sample ID:BH #4 - Water
Collection Date:10/8/2019
Received Date:10/8/2019
Analytical Results VOAs VOX List by GC/MS Method 8260D/5030C
1045h
1242h Test Code: 8260D-W
Units:µg/L Dilution Factor:1
Analyzed:10/10/2019 1552h Extracted:
Method:SW8260D
Analytical
ResultCompound
Reporting
Limit
CAS
Number Qual
1,1,1,2-Tetrachloroethane 2.00 < 2.00630-20-6
1,1,1-Trichloroethane 2.00 < 2.0071-55-6
1,1,2,2-Tetrachloroethane 2.00 < 2.0079-34-5
1,1,2-Trichloro-1,2,2-trifluoroethane 2.00 < 2.0076-13-1
1,1,2-Trichloroethane 2.00 < 2.0079-00-5
1,1-Dichloroethane 2.00 < 2.0075-34-3
1,1-Dichloroethene 2.00 < 2.0075-35-4
1,1-Dichloropropene 2.00 < 2.00563-58-6
1,2,3-Trichlorobenzene 2.00 < 2.0087-61-6
1,2,3-Trichloropropane 2.00 < 2.0096-18-4
1,2,4-Trichlorobenzene 2.00 < 2.00120-82-1
1,2-Dibromo-3-chloropropane 5.00 < 5.0096-12-8
1,2-Dibromoethane 2.00 < 2.00106-93-4
1,2-Dichlorobenzene 2.00 < 2.0095-50-1
1,2-Dichloroethane 2.00 < 2.00107-06-2
1,2-Dichloropropane 2.00 < 2.0078-87-5
1,3-Dichlorobenzene 2.00 < 2.00541-73-1
1,3-Dichloropropane 2.00 < 2.00142-28-9
1,4-Dichlorobenzene 2.00 < 2.00106-46-7
2,2-Dichloropropane 3.00 < 3.00594-20-7
2-Chloroethyl vinyl ether 5.00 < 5.00110-75-8
2-Chlorotoluene 2.00 < 2.0095-49-8
4-Chlorotoluene 2.00 < 2.00106-43-4
Allyl chloride 5.00 < 5.00107-05-1
Benzyl chloride 5.00 < 5.00100-44-7
Bromobenzene 2.00 < 2.00108-86-1
Bromochloromethane 2.00 < 2.0074-97-5
Bromodichloromethane 2.00 < 2.0075-27-4
Bromoform 2.00 < 2.0075-25-2
Report Date: 10/22/2019 Page 30 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Lab Sample ID:1910215-009A
Client Sample ID:BH #4 - Water
Units:µg/L Dilution Factor:1
Analyzed:10/10/2019 1552h Extracted:
Method:SW8260D
Analytical
ResultCompound
Reporting
Limit
CAS
Number Qual
Bromomethane 5.00 < 5.0074-83-9
Carbon tetrachloride 2.00 < 2.0056-23-5
Chlorobenzene 2.00 < 2.00108-90-7
Chloroethane 2.00 < 2.0075-00-3
Chloroform 2.00 < 2.0067-66-3
Chloromethane 3.00 < 3.0074-87-3
Chloroprene 2.00 < 2.00126-99-8
cis-1,2-Dichloroethene 2.00 < 2.00156-59-2
cis-1,3-Dichloropropene 2.00 < 2.0010061-01-5
Dibromochloromethane 2.00 < 2.00124-48-1
Dibromomethane 2.00 < 2.0074-95-3
Dichlorodifluoromethane 2.00 < 2.0075-71-8
Hexachlorobutadiene 2.00 < 2.0087-68-3
Iodomethane 5.00 < 5.00 S#74-88-4
Methylene chloride 2.00 < 2.0075-09-2
Pentachloroethane 5.00 < 5.0076-01-7
Tetrachloroethene 2.00 < 2.00127-18-4
trans-1,2-Dichloroethene 2.00 < 2.00156-60-5
trans-1,3-Dichloropropene 2.00 < 2.0010061-02-6
trans-1,4-Dichloro-2-butene 2.00 < 2.00110-57-6
Trichloroethene 2.00 < 2.0079-01-6
Trichlorofluoromethane 2.00 < 2.00 #75-69-4
Vinyl chloride 1.00 < 1.0075-01-4
S - High LCS recoveries indicate possible bias high. Data deemed acceptable as the analyte was not observed in the field sample.
# - This compound exceeded (high) the control limit for the CCV. The data is acceptable since the compound was not detected in the
sample.
Surrogate CAS Result Amount Spiked % REC Limits QualUnits:µg/L
50.00 106 Surr: 1,2-Dichloroethane-d4 17060-07-0 72-15153.1
50.00 94.8 Surr: 4-Bromofluorobenzene 460-00-4 80-15247.4
50.00 105 Surr: Dibromofluoromethane 1868-53-7 70-13052.4
50.00 98.3 Surr: Toluene-d8 2037-26-5 80-12449.2
Report Date: 10/22/2019 Page 31 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Client:Intermountain Environmental
ORGANIC ANALYTICAL REPORT
Contact:Malcolm Dillman
Project:SL Chrome / K.T.
Lab Sample ID:1910215-010A
Client Sample ID:BH #5 - Water
Collection Date:10/8/2019
Received Date:10/8/2019
Analytical Results VOAs VOX List by GC/MS Method 8260D/5030C
1210h
1242h Test Code: 8260D-W
Units:µg/L Dilution Factor:1
Analyzed:10/10/2019 1612h Extracted:
Method:SW8260D
Analytical
ResultCompound
Reporting
Limit
CAS
Number Qual
1,1,1,2-Tetrachloroethane 2.00 < 2.00630-20-6
1,1,1-Trichloroethane 2.00 < 2.0071-55-6
1,1,2,2-Tetrachloroethane 2.00 < 2.0079-34-5
1,1,2-Trichloro-1,2,2-trifluoroethane 2.00 < 2.0076-13-1
1,1,2-Trichloroethane 2.00 < 2.0079-00-5
1,1-Dichloroethane 2.00 < 2.0075-34-3
1,1-Dichloroethene 2.00 < 2.0075-35-4
1,1-Dichloropropene 2.00 < 2.00563-58-6
1,2,3-Trichlorobenzene 2.00 < 2.0087-61-6
1,2,3-Trichloropropane 2.00 < 2.0096-18-4
1,2,4-Trichlorobenzene 2.00 < 2.00120-82-1
1,2-Dibromo-3-chloropropane 5.00 < 5.0096-12-8
1,2-Dibromoethane 2.00 < 2.00106-93-4
1,2-Dichlorobenzene 2.00 < 2.0095-50-1
1,2-Dichloroethane 2.00 < 2.00107-06-2
1,2-Dichloropropane 2.00 < 2.0078-87-5
1,3-Dichlorobenzene 2.00 < 2.00541-73-1
1,3-Dichloropropane 2.00 < 2.00142-28-9
1,4-Dichlorobenzene 2.00 < 2.00106-46-7
2,2-Dichloropropane 3.00 < 3.00594-20-7
2-Chloroethyl vinyl ether 5.00 < 5.00110-75-8
2-Chlorotoluene 2.00 < 2.0095-49-8
4-Chlorotoluene 2.00 < 2.00106-43-4
Allyl chloride 5.00 < 5.00107-05-1
Benzyl chloride 5.00 < 5.00100-44-7
Bromobenzene 2.00 < 2.00108-86-1
Bromochloromethane 2.00 < 2.0074-97-5
Bromodichloromethane 2.00 < 2.0075-27-4
Bromoform 2.00 < 2.0075-25-2
Report Date: 10/22/2019 Page 32 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Lab Sample ID:1910215-010A
Client Sample ID:BH #5 - Water
Units:µg/L Dilution Factor:1
Analyzed:10/10/2019 1612h Extracted:
Method:SW8260D
Analytical
ResultCompound
Reporting
Limit
CAS
Number Qual
Bromomethane 5.00 < 5.0074-83-9
Carbon tetrachloride 2.00 < 2.0056-23-5
Chlorobenzene 2.00 < 2.00108-90-7
Chloroethane 2.00 < 2.0075-00-3
Chloroform 2.00 < 2.0067-66-3
Chloromethane 3.00 < 3.0074-87-3
Chloroprene 2.00 < 2.00126-99-8
cis-1,2-Dichloroethene 2.00 18.3156-59-2
cis-1,3-Dichloropropene 2.00 < 2.0010061-01-5
Dibromochloromethane 2.00 < 2.00124-48-1
Dibromomethane 2.00 < 2.0074-95-3
Dichlorodifluoromethane 2.00 < 2.0075-71-8
Hexachlorobutadiene 2.00 < 2.0087-68-3
Iodomethane 5.00 < 5.00 S#74-88-4
Methylene chloride 2.00 < 2.0075-09-2
Pentachloroethane 5.00 < 5.0076-01-7
Tetrachloroethene 2.00 2.41127-18-4
trans-1,2-Dichloroethene 2.00 < 2.00156-60-5
trans-1,3-Dichloropropene 2.00 < 2.0010061-02-6
trans-1,4-Dichloro-2-butene 2.00 < 2.00110-57-6
Trichloroethene 2.00 3.9779-01-6
Trichlorofluoromethane 2.00 < 2.00 #75-69-4
Vinyl chloride 1.00 < 1.0075-01-4
The pH of the sample was >2. Analysis was performed within the 7 day holding time.
S - High LCS recoveries indicate possible bias high. Data deemed acceptable as the analyte was not observed in the field sample.
# - This compound exceeded (high) the control limit for the CCV. The data is acceptable since the compound was not detected in the
sample.
Surrogate CAS Result Amount Spiked % REC Limits QualUnits:µg/L
50.00 113 Surr: 1,2-Dichloroethane-d4 17060-07-0 72-15156.7
50.00 99.7 Surr: 4-Bromofluorobenzene 460-00-4 80-15249.8
50.00 108 Surr: Dibromofluoromethane 1868-53-7 70-13054.2
50.00 105 Surr: Toluene-d8 2037-26-5 80-12452.4
Report Date: 10/22/2019 Page 33 of 33

Phase I Environmental Site Assessment
Warehouses, Storage Yards, and a Chrome Plating Facility
255, 259, and 269 Brooklyn Avenue &
1038 and 1050 S. Washington Street
Salt Lake City, Salt Lake County,Utah
June 30, 2020
Terracon Project No. 61207172
Prepared for:
SMH Builders
San Francisco, California
Prepared by:
Terracon Consultants, Inc.
Midvale, Utah
Terracon Consultants Inc. 6949 S High Tech Dr Ste 100 Midvale, UT 84047-3707
P 801-545-8500 F 801-545-8600 terracon.com
June 30, 2020
SMH Builders
313 Eureka Street
San Francisco, California 94114-2712
Attn: Mr. George F. Hauser
P: [phone]
E: [e-mail]
Re: Phase I Environmental Site Assessment
Warehouses, Storage Yards, and a Chrome Plating Facility
255, 259, and 269 Brooklyn Avenue & 1038 and 1050 S. Washington Street
Salt Lake City, Salt Lake County, Utah
Terracon Project No. 61207172
Dear Mr. Hauser:
Terracon Consultants, Inc. (Terracon) is pleased to submit the enclosed Phase I Environmental
Site Assessment (ESA) report for the above-referenced site. This assessment was performed in
accordance with Terracon Proposal No. P61207172 dated April 23, 2020.
We appreciate the opportunity to be of service to you on this project. In addition to Phase I
services, our professionals provide geotechnical, environmental, construction materials, and
facilities services on a wide variety of projects locally, regionally and nationally. For more
detailed information on all of Terracon’s services please visit our website at www.terracon.com.
If there are any questions regarding this report or if we may be of further assistance, please do
not hesitate to contact us.
Sincerely,
Terracon Consultants, Inc.
Tina Cheney Craig D. Eaton
ESA Group Manager Environmental Department Manager
Attachments
TABLE OF CONTENTS
Page No.
EXECUTIVE SUMMARY .......................................................................................................................... i
Findings and Opinions ................................................................................................................. i
Significant Data Gaps .................................................................................................................iv
Conclusions ................................................................................................................................iv
Recommendations ......................................................................................................................iv
1.0 INTRODUCTION ........................................................................................................................ 1
1.1 Site Description .............................................................................................................. 1
1.2 Scope of Services........................................................................................................... 1
1.3 Standard of Care ............................................................................................................ 2
1.4 Additional Scope Limitations, ASTM Deviations and Data Gaps ...................................... 2
1.5 Reliance ......................................................................................................................... 3
1.6 Client Provided Information ............................................................................................. 4
2.0 PHYSICAL SETTING ................................................................................................................. 4
3.0 HISTORICAL USE INFORMATION ............................................................................................ 5
3.1 Historical Topographic Maps, Aerial Photographs, Sanborn Maps................................... 5
3.2 Historical City Directories ................................................................................................ 7
3.3 Site Ownership ............................................................................................................. 12
3.4 Title Search .................................................................................................................. 12
3.5 Environmental Liens and Activity and Use Limitations ................................................... 12
3.6 Interviews Regarding Current and Historical Site Uses.................................................. 12
3.7 Prior Report Review ..................................................................................................... 13
4.0 RECORDS REVIEW ................................................................................................................. 15
4.1 Federal and State/Tribal Databases .............................................................................. 15
4.2 Local Agency Inquiries .................................................................................................. 20
5.0 SITE RECONNAISSANCE ....................................................................................................... 21
5.1 General Site Information ............................................................................................... 21
5.2 Overview of Current Site Occupants ............................................................................. 22
5.3 Overview of Current Site Operations ............................................................................. 22
5.4 Site Observations ......................................................................................................... 22
6.0 ADJOINING PROPERTY RECONNAISSANCE ........................................................................ 27
7.0 ADDITIONAL SERVICES ......................................................................................................... 27
8.0 DECLARATION ........................................................................................................................ 28
TABLE OF CONTENTS (continued)
APPENDICES
APPENDIX A Exhibit 1 - Topographic Map, Exhibit 2 - Site Diagram
APPENDIX B Site Photographs
APPENDIX C Historical Documentation and User Questionnaire
APPENDIX D Environmental Database Information
APPENDIX E Credentials
APPENDIX F Description of Terms and Acronyms
Phase I Environmental Site Assessment
Warehouses, Storage Yards, and a Chrome Plating Facility ■ Salt Lake City, UT
June 30, 2020 ■ Terracon Project No. 61207172
Responsive ■Resourceful ■Reliable i
EXECUTIVE SUMMARY
This Phase I Environmental Site Assessment (ESA) was performed in accordance with
Terracon Proposal No. P61207172 dated April 23, 2020 and was conducted consistent with the
procedures included in ASTM E1527-13,Standard Practice for Environmental Site
Assessments: Phase I Environmental Site Assessment Process. The ESA was conducted under
the supervision or responsible charge of Tina Cheney, Environmental Professional, who
performed the site reconnaissance on June 9, 2020.
Findings and Opinions
A summary of findings is provided below. It should be recognized that details were not included
or fully developed in this section, and the report must be read in its entirety for a comprehensive
understanding of the items contained herein.
Site Description and Use
The site is seven parcels, totaling 1.49 acres. There are 6 warehouses on the site. The
northwest building located at 269 E. Brooklyn is used as a Plastics Warehouse where they
straighten and prime plastic bumpers. The warehouse at 259 E. Brooklyn is used to store
completed bumpers, and the northern portion is an old office that is no longer used. The
warehouse at 255 E. Brooklyn was mainly vacant, used for storage, and a residence. There is a
storage warehouse addressed at 1038 S. Washington with a small workshop leased to an
individual. The Chrome Plating is completed in the warehouse at 1050 S. Washington, they
straighten bumpers and fenders and plate them in nickel and chrome. The southernmost
warehouse is also addressed as 1050 S. Washington, and is used as the main office, parts
storage, and finished product storage. The yard area of the site is used to store bumpers that
need repairing.
Historical Information
Based on the historical review the site and surrounding properties were residential in 1911. A
store was depicted on the northern portion of the site in 1949. By 1965 the northern warehouse
addressed as 269 Brooklyn Avenue was built and occupied by Union Assay Office, which
Terracon assumes tested purity of precious metals in the 1960s to 1990s. Apparent piles of soil
or other material were observed on the site in at least 1965 and 1971. As this was the same
time that the “UN Assay Ofc” was present on the site, it is possible the piles were of material
that had been or were to be assayed. Due to the common presence of elevated concentrations
of heavy metals in ores and mine processing wastes, the presence of these piles represents a
Recognized Environmental Condition (REC) to the site. Around 2000, the property was
purchased by Mr. Theobald and has been used as plastics warehouse. The building at 259
Brooklyn was residential until the 1950s, and then was a Wire Manufacture in the 1960s and
1980s, and LJS Salvage was listed in 1986. Vibrasonics was listed in the 1990s. Mr. Theobald
stated the previous company made wire stands, similar to what one would see at restaurants to
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hold menus. Mr. Theobalds purchased that property around 2007 and it has been used for
storage. The building at 259 Brooklyn was residential in the 1970s. Empire Staple occupied the
building from at least 1971 to 2000. Mr. Theobald purchased that property around 2000, and it
has been used as a residence and storage. The east side of the property was residential into
the 1960s and 1970s. The warehouse at 1038 S. Washington was built by Kevin Theobalds
father in 1974 and has been used as storage. The Chrome Plating warehouse was built in 1975
and was used by Salt Lake Bumper and Glass, and according to Mr. Theobald they started
chrome plating in 1979. The southern warehouse was built in 1988 and has been used as the
main office, parts storage, and finished product storage, and the warehouse was expanded in
the 1990s.
An investigation was conducted on the site in 2019 (see Section 3.7) that advanced borings
around the chrome plating building and north of the 259 Brooklyn Avenue building. Based on
Terracon’s review of the analytical data, heavy metals and halogenated VOCs are present in
soil and/or groundwater at the site at concentrations that exceed typical residential screening
levels, which represents a REC to the site.
The north-adjoining properties were residential from at least 1911 to the 1960s. The current
commercial buildings were built by 1971. The eastern building was occupied by Intermntn Mach
Tl in 1975, Country Lite Prodt, International Inc, West-Pac Inc in 1986, and Volunteers of
American from the 1990s to the current day. The western building was occupied by an auto
body shop in the 1980s and 1990s, a truck box shop in 2000 to 2011, and then a photography
studio from at least 2016 to the current day. The north-adjoining properties with suspect uses
are cross- or down-gradient and not a concern to the site based on gradient and distance from
the site.
The east-adjoining properties were residential from at least 1911 to the late 1940s. By 1949 a
few residences remained, a laundry facility was shown to the northeast, and a candy warehouse
to the east. Inter-Mtn Chemical Co was listed from 1934 to 1960 at 1010 Washington, which
appears to be associated with an assay company. A private garage was to the northeast in
1986, and the property has remained similar since that time.
The south-adjoining property had a railroad in 1911, and storage yard was added by 1937 to
1946. KILN ovens were located approximately 260 feet south of the site in the 1950s and
1960s. The property was vacant in the 1970s and the current warehouses were built in the
1980s and were occupied by auto body shops. The south-adjoining properties with suspect
uses are cross-gradient and not a concern to the site based on gradient and distance from the
site.
The properties to the west, across the railroad-tracks were residential from at least 1911 to the
1940s, and mixed residential and commercial in the 1950s to early 1980s. by the mid-1980s the
properties were commercial, and consisted of restaurants, auto repair shops, and office space.
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The west-adjoining properties with suspect uses are down-gradient and not a concern to the site
based on gradient and distance from the site.
See Section 4.1 for a discussion on the operations of the site, east and west-adjoining facilities
as identified on regulatory databases.
Records Review
The site was identified on the RCRA Small Quantity Generator (SQG), FINDS, NPDES, and
ICIS databases. The facility has a waste water treatment system at their facility to treat the
water before it goes to the municipal system. The water is tested monthly by the city, and no
significant violations were identified. During the wastewater treatment process solids are
collected and removed and stored as hazardous waste until removed by a contractor every 6
months. Based on the long-term chrome plating operations on the site, and sampling as
discussed in section 3.7, there are soil and groundwater impacts associated with the chrome
plating facility that exceed typical residential screening levels, which represents a REC.
The east-adjoining property was identified as a RCRA generator and a former dry cleaner. An
investigation was completed in 2009 that included wells on the Salt Lake Chrome facility. Based
on the sampling results reporting chlorinated solvent and benzene impacts above MCLs and
residential VISLs on the site, the release(s) associated with the releases associated with the
former dry cleaning and maintenance activities on the east-adjoining property represent a REC
to the site.
The remaining facilities listed in the database report do not appear to represent RECs to the site
at this time based upon regulatory status, apparent topographic gradient, and/or distance from
the site.
Site Reconnaissance
During the site reconnaissance the following features were observed: air compressors, heating
and cooling systems, paint booths, chrome plating, drums and containers of chemicals, sumps,
transformers, stained pavement and similar surfaces, and trash dumpsters. The staining
observed at the site and the subsurface features used in the plating process supplement the
REC associated with the long-term use of the site as a chrome plating facility.
Adjoining Properties
To the north is Brooklyn Avenue, a photograph studio, the Volunteers of America, and UniFirst
warehouse (on the west side of Washington Street). To the east is Washington Street, UniFirst
warehouse (on the west side of Washington Street), and vacant warehouse formerly Mrs.
Fields. The south-adjoining property is vacant land and railroad is to the southwest. A vacant
railroad line is to the west followed by restaurants, auto collision repair, and People Ready, an
industrial staffing agency.
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RECs were not observed with the current uses and observed conditions of the adjoining
properties.
Significant Data Gaps
No significant data gaps were identified.
Conclusions
We have performed a Phase I ESA consistent with the procedures included in ASTM Practice
E 1527-13 at 255, 259, and 269 Brooklyn Avenue & 1038 and 1050 S. Washington Street, Salt
Lake City, Salt Lake County, Utah, the site. The following RECs or Controlled RECs (CRECs)
were identified in connection with the site:
n Historical onsite assay company: Apparent piles of soil or other material were
observed on the site in at least 1965 and 1971. As this was the same time that
the “UN Assay Ofc” was present on the site, it is possible the piles were of
material that had been or were to be assayed. Due to the common presence of
elevated concentrations of heavy metals in ores and mine processing wastes,
the presence of these piles represents a REC to the site.
n Releases associated with the long-term onsite chrome plating facility:Salt
Lake Chrome Plating has occupied the site for more than 40 years.
Observations made during the site reconnaissance indicated releases had
occurred at the site and sampling conducted at the site in 2019 reported
concentrations of heavy metals and halogenated VOCs that exceed unrestricted
land use standards (e.g., MCLs, residential VISLs, residential RSLs), which
represents a REC.
n Release associated with the historical east-adjoining dry cleaning and
truck maintenance:The east-adjoining, up-gradient facility was reportedly a
dry-cleaning facility (main building) with onsite truck maintenance (western
building that adjoins the site to the east) from the 1940s to at least the 1970s,
possibly into the mid-1980s. Previous investigations have taken place on the
property itself, the site, and other surrounding properties. Concentrations of
chlorinated solvents and benzene reported on the site exceed the EPA’s MCLs
and residential VISLs. The documented impacts from releases associated with
the eastern-adjoining property represents a REC to the site.
Recommendations
Based on the scope of services, limitations, and conclusions of this assessment, Terracon
recommends the following additional actions.
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n Additional Investigation:Terracon recommends conducting additional
investigation to evaluate subsurface conditions associated with the identified
RECs.
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1.0 INTRODUCTION
1.1 Site Description
Site Name Warehouses, Storage Yards, and a Chrome Plating Facility
Site Location/Address 255, 259, and 269 Brooklyn Avenue & 1038 and 1050 S. Washington
Street, Salt Lake City, Salt Lake County, Utah
Land Area Approximately 1.49 acres
Site Improvements Six buildings are on the site
Anticipated Future Site Use Redevelopment for multi-family residential use
Purpose of the ESA Due diligence for site acquisition
The location of the site is depicted on Exhibit 1 of Appendix A, which was reproduced from a
portion of the USGS 7.5-minute series topographic map. The site and adjoining properties are
depicted on the Site Diagram, which is included as Exhibit 2 of Appendix A. Acronyms and
terms used in this report are described in Appendix F.
1.2 Scope of Services
This Phase I ESA was performed in accordance with Terracon Proposal No. P61207172 dated
April 23, 2020 and was conducted consistent with the procedures included in ASTM E1527-13,
Standard Practice for Environmental Site Assessments: Phase I Environmental Site
Assessment Process. The purpose of this ESA was to assist the client in developing information
to identify RECs in connection with the site as reflected by the scope of this report. This purpose
was undertaken through user-provided information, a regulatory database review, historical and
physical records review, interviews, including local government inquiries, as applicable, and a
visual noninvasive reconnaissance of the site and adjoining properties. Limitations, ASTM
deviations, and significant data gaps (if identified) are noted in the applicable sections of the
report.
ASTM E1527-13 contains a definition of "migrate/migration," which refers to “the movement of
hazardous substances or petroleum products in any form, including, for example, solid and
liquid at the surface or subsurface, and vapor in the subsurface.” By including this explicit
reference to migration in ASTM E1527-13, the Standard clarifies that the potential for vapor
migration should be addressed as part of a Phase I ESA. This Phase I ESA has considered
vapor migration in evaluation of RECs associated with the site.
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1.3 Standard of Care
This ESA was performed in accordance with generally accepted practices of this profession,
undertaken in similar studies at the same time and in the same geographical area. We have
endeavored to meet this standard of care, but may be limited by conditions encountered during
performance, a client-driven scope of work, or inability to review information not received by the
report date. Where appropriate, these limitations are discussed in the text of the report, and an
evaluation of their significance with respect to our findings has been conducted.
Phase I ESAs, such as the one performed at this site, are of limited scope, are noninvasive, and
cannot eliminate the potential that hazardous, toxic, or petroleum substances are present or
have been released at the site beyond what is identified by the limited scope of this ESA. In
conducting the limited scope of services described herein, certain sources of information and
public records were not reviewed. It should be recognized that environmental concerns may be
documented in public records that were not reviewed. No ESA can wholly eliminate uncertainty
regarding the potential for RECs in connection with a property. Performance of this practice is
intended to reduce, but not eliminate, uncertainty regarding the potential for RECs. No
warranties, express or implied, are intended or made. The limitations herein must be considered
when the user of this report formulates opinions as to risks associated with the site or otherwise
uses the report for any other purpose. These risks may be further evaluated – but not eliminated
– through additional research or assessment. We will, upon request, advise you of additional
research or assessment options that may be available and associated costs.
1.4 Additional Scope Limitations, ASTM Deviations and Data Gaps
Based upon the agreed-on scope of services, this ESA did not include subsurface or other
invasive assessments, vapor intrusion assessments or indoor air quality assessments (i.e.
evaluation of the presence of vapors within a building structure), business environmental risk
evaluations, or other services not particularly identified and discussed herein. Credentials of the
company (Statement of Qualifications) have not been included in this report but are available
upon request. Pertinent documents are referred to in the text of this report, and a separate
reference section has not been included. Reasonable attempts were made to obtain information
within the scope and time constraints set forth by the client; however, in some instances,
information requested is not, or was not, received by the issuance date of the report. Information
obtained for this ESA was received from several sources that we believe to be reliable;
nonetheless, the authenticity or reliability of these sources cannot and is not warranted
hereunder. This ESA was further limited by the following:
n Historical information was not provided back to first undeveloped use. Uses of
the site were described as far back as 1911, because the site was residential at
this time, this is not a significant data gap.
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n During the site reconnaissance, portions of the ground surface at the site could
not be observed due to storage area obstructions. Based on the generally non-
suspect use as storage of bumpers this is not a significant data gap.
n The residential space at 255 Brooklyn Avenue was not observed. Based on the
residential use, on the second floor, this is not a significant data gap.
An evaluation of the significance of limitations and missing information with respect to our
findings has been conducted, and where appropriate, significant data gaps are identified and
discussed in the text of the report. However, it should be recognized that an evaluation of
significant data gaps is based on the information available at the time of report issuance, and an
evaluation of information received after the report issuance date may result in an alteration of
our conclusions, recommendations, or opinions. We have no obligation to provide information
obtained or discovered by us after the issuance date of the report, or to perform any additional
services, regardless of whether the information would affect any conclusions, recommendations,
or opinions in the report. This disclaimer specifically applies to any information that has not been
provided by the client.
This report represents our service to you as of the report date and constitutes our final
document; its text may not be altered after final issuance. Findings in this report are based upon
the site’s current utilization, information derived from the most recent reconnaissance and from
other activities described herein; such information is subject to change. Certain indicators of the
presence of hazardous substances or petroleum products may have been latent, inaccessible,
unobservable, or not present during the most recent reconnaissance and may subsequently
become observable (such as after site renovation or development). Further, these services are
not to be construed as legal interpretation or advice.
1.5 Reliance
This ESA report is prepared for the exclusive use and reliance of SMH Builders. Use or reliance
by any other party is prohibited without the written authorization of SMH Builders and Terracon
Consultants, Inc. (Terracon).
Reliance on the ESA by the client and all authorized parties will be subject to the terms,
conditions and limitations stated in the proposal, ESA report, and Terracon’s Agreement. The
limitation of liability defined in the Agreement is the aggregate limit of Terracon’s liability to the
client and all relying parties.
Continued viability of this report is subject to ASTM E1527-13 Sections 4.6 and 4.8. If the ESA
will be used by a different user (third party) than the user for whom the ESA was originally
prepared, the third party must also satisfy the user’s responsibilities in Section 6 of ASTM
E1527-13.
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1.6 Client Provided Information
Prior to the site visit, Mr. George Hauser, client’s representative, was asked to provide the
following user questionnaire information as described in ASTM E1527-13 Section 6.
Client Questionnaire Responses
Client Questionnaire Item Client Did Not
Respond
Client’s
Response
Yes No
Specialized Knowledge or Experience that is material to a REC in
connection with the site.
X
Actual Knowledge of Environmental Liens or Activity Use
Limitations (AULs) that may encumber the site.
X
Actual Knowledge of a Lower Purchase Price because
contamination is known or believed to be present at the site.
X
Commonly Known or Reasonably Ascertainable Information that is
material to a REC in connection with the site.
X
Obvious Indicators of Contamination at the site.X
Terracon’s consideration of the client provided information did identify RECs. The site has been
used as a chrome plating facility for 50+ years and the east-adjoining property was possibly a
dry cleaner. In addition, Mr. Hauser indicated the buyer is to pay for environmental remediation
costs. A copy of the questionnaire is included in Appendix C.
2.0 PHYSICAL SETTING
Physical Setting Information Source
Topography
Site Elevation Approximately 4,235 feet above sea level
USGS Topographic Map, Salt
Lake City North Quadrangle,
1998 (Appendix A)
Topographic Gradient Sloping towards the west
Closest Surface Water Jordan River, approximately one mile west of
the site.
Soil Characteristics
Soil Type Urban land
Soil Web Survey
https://websoilsurvey.nrcs.
usda.gov/Description
Urban land consists of soils that have been
so altered by human development that the
original soil characteristics are no longer
distinguishable.
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Physical Setting Information Source
Geology/Hydrogeology
Formation Artificial Fill (Holocene)
Utah Geology Survey Map
https://geology.utah.gov/
apps/intgeomapDescription
Boulder to pebble gravel, sand, and silt used
as f II beneath highways and industrial and
airport sites, as well as in dams and in mine
dumps.
Estimated Depth to First
Occurrence of
Groundwater
7-8 feet below ground surface Subsurface sampling on the
site 2019*Hydrogeologic
Gradient West and northwest
* The groundwater flow direction and the depth to shallow, unconfined groundwater, if present, would likely vary depending upon
seasonal variations in rainfall and other hydrogeological features. Without the benefit of on-site groundwater monitoring wells
surveyed to a datum, groundwater depth and flow direction beneath the site cannot be directly ascertained.
3.0 HISTORICAL USE INFORMATION
Terracon reviewed the following historical sources to develop a history of the previous uses of
the site and surrounding area, in order to help identify RECs associated with past uses. Copies
of selected historical documents are included in Appendix C.
3.1 Historical Topographic Maps, Aerial Photographs, Sanborn Maps
Readily available historical USGS topographic maps, selected historical aerial photographs (at
approximately 10-to 15-year intervals) and historical fire insurance maps produced by the
Sanborn Map Company were reviewed to evaluate land development and obtain information
concerning the history of development on and near the site. Reviewed historical topographic
maps, aerial photographs and Sanborn maps are summarized below.
Historical fire insurance maps produced by the Sanborn Map Company were requested from
EDR to evaluate past uses and relevant characteristics of the site and surrounding properties.
EDR provided Sanborn maps as summarized below.
n Topographic map:Salt Lake City South, Utah, published in 1999 (1:24,000)
n Aerial photographs:
o EDR,1937, 1946, 1952, 1958, 1962, 1965, 1971, 1977, 1981, 1987,
1993, 1997, 2006, 2011 and 2016, scale 1”=500’
o Google Earth Pro,1993-2019 various years and scales
n Sanborn Fire Insurance Maps:1898, 1911, 1946, 1950 and 1956
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Historical Maps and Aerial Photographs
Direction Description
Site
No coverage (1898); seven residences and a vacant store are depicted (1911); the
property appears to be residential (1937-1946); the store and one residence is
demolished and two additional residences are built (1949); one more residence is
demolished (1950); residence (1952-1962); a commercial/industrial building and a small
apparently commercial/industrial building are along Brooklyn Avenue, parking areas on
the southern portions. Apparent piles of soil or other material were observed on the
southern part of the site (1965-1971); three commercial/industrial buildings are built
(1977-1981); four commercial/industrial buildings are depicted (1986); poor quality, but
appears similar (1987-1993); center of the western side of the site is a storage yard
(1997); the west-central and northwest portions are covered with vehicles and apparent
staining is observed on the southeast portion between the commercial/industrial buildings
(2006-2019).
North
A meeting house was depicted on the west side, and no coverage on the east side
(1898); Brooklyn Avenue followed by residences (1911-1962); the residences on the west
side are demolished and the property is vacant, and the east side remains residential
(1965); residences have been demolished and the property has been redeveloped with
two commercial/industrial buildings. The eastern building appears to have an addition in
2013 (1971-2019).
East
No coverage (1898); residences on the north and Washington Street followed by
residences on the south (1911-1946); residences followed by Washington Street and then
a Laundry on the north and Washington Street followed by a candy factory and
residences on the south (1949-1950); no coverage (1952); residences followed by
Washington Street and then two larger commercial/industrial buildings to the north and
Washington Street followed by a commercial/industrial building where the candy factory
was listed prior and residences (1958-1965); the commercial/industrial building on the
north side has expanded and residences remain on the south side (1971-1981); a private
garage and warehouse is depicted, Washington Street, then a candy warehouse, and
commercial/industrial building to the northeast, two residences remain on the southern
portion (1986); poor photo quality (1987-1993); a commercial/industrial building on the
north and to the south the residences have been demolished and nearly the entire
eastern-adjoining property beyond Washington Street is covered by conjoined
commercial/industrial buildings (1997-2019).
South
No coverage (1898); rail lines and an apparent railroad yard is to the southwest and a clay
factory with drying rooms and kilns is to the southeast (1911); railroad and a storage yard
to the west and the clay factory remains to the southeast (1937-1946); a clay shed is to
the southeast, railroad remains to the south followed by KILN ovens approximately 260
feet south (1949-1950); the southwest and southeast properties appear to be part of the
same operation with additional kilns and storage yards (1952-1965); the kilns and storage
materials are no longer depicted and most of the structures have been removed but
commercial/industrial buildings remain to the southeast and southwest (1971-1977); the
property across the rail tracks to the southwest is paved and a new warehouse is added
farther to the south (1981-2019).
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Direction Description
West
No coverage (1898); a railroad is to the southwest followed by residences to the west
(1911-1946); residences across the railroad track on the north, and stores, auto repair
and restaurant on the south side (1949-1950); residential and commercial buildings
(1952-1981); the Sanborn Map depicted the railroad followed by a restaurant, stores,
mining and industrial equipment rental a commercial building and an office/warehouse
(1986-2019).
Apparent piles of soil or other material were observed on the site in at least 1965 and 1971. As
this was the same time that the “UN Assay Ofc” was present on the site, it is possible the piles
were of material that had been or were to be assayed. Due to the common presence of
elevated concentrations of heavy metals in ores and mine processing wastes, the presence of
these piles represents a REC to the site.
The laundry facility identified to the northeast is discussed in Section 4.1. The auto repair and
mining and industrial equipment rental listings identified to the southwest are unlikely to impact
the site based on their distance and cross- to down-gradient location.
3.2 Historical City Directories
The city directories used in this study were made available through GeoSearch (selected years
reviewed: 1925 to 2019) and were reviewed at approximate five-year intervals, if readily
available. Street listings not available prior to 1925. The current street address for the site was
identified as 255, 259, and 269 Brooklyn Avenue & 1038 and 1050 S. Washington Street.
Historical addresses were identified through Sanborn maps and logical numeral sequence.
Historical City Directories
Direction Description
Site
253 Brooklyn Avenue:Jackson Mrs Ada (1925); Vacant (1929); Bolander Arnold O
(1935); Porter Parley P (1940-1946); Nelson Wendell K (1951); Gallo Anthony S (1956);
Abeyta Tony (1960); Vacant (1964); No Listing (1969/70-2019)
Site 255 Brooklyn Avenue:Vacant (1925-1929); Cressal Rosco F (1935-1964); R F Cressal
(1969/70); Empire Staple Co (1975-2001); Ramset Distr (1975); No Listing (2006-2019)
Site
259 Brooklyn Avenue:Hawke Wm (1925); Bullock Harold (1929); Gunderson John H
(1935); Day Elden B (1940-1946); Bradley Rug L (1951); Gutierrez Paul N (1956); Day
Manufacturing [Wire Products] (1960); Day Elden Wire Products [Dlrs] (1964-1975);
Wire&Metal Prd Inc (1981-1986); LJS Salvage (1986); Vibrasonics Inc (1990/91); No
Listing (1995/96-2019)
Site 265 Brooklyn Avenue:No Listing (1925); Peake Egbert J (1929-1946); No Listing (1951-
2019)
Site 267 Brooklyn Avenue:No Listing (1925); Peterson Mrs Caroline (1929); Vacant (1935);
No Listing (1940-2019)
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Site
269 Brooklyn Avenue:No Listing (1925); Hobbs Jos L (1929); Brown Floyd (1935);
Steiger Peter W (1940-1946); Heath Nate (1951-1956); Vacant (1960-1964); UN Assay Ofc
Inc (1969/70-1995/96); No Listing (2001-2019)
Site 269 ½ Brooklyn Avenue:No Listing (1925-2019)
Site
271 Brooklyn Avenue:No Listing (1925); Brooklyn Barber Shop (1929-1940); Justensen
Jas A (1929-1956); Lund Florence Mrs [Beaut Shop] (1946); Vacant (1960); Bledsoe Lorin
E (1964); No Listing (1969/70-2019)
Site
273 Brooklyn Avenue:Lund Fred A (1925); Vacant (1929); Lund Fred A (1935); Lund H
C Mrs (1940-1946); Lund Florence M [Beauty Shop] (1951-1956); Hansen James A (1960-
1964); No Listing (1969/70-2019)
Site
1018 S Washington:Malin Carl R (1925); Neuterman Cornelous F J (1928-1934); X [1019
Brooklyn Av Ints] (1928); Kelly Geo R (1940-1951); Etherly Jas C (1957-1965); No Listing
(1972-2019)
Site
1028 S Washington: Hansen Enoch A (1925-1928); Young Wm J (1934); Nuttall Don D
(1940); Niederlein Anna E Mrs (1946); Holm C O (1951-1960); Wyler Wm E (1965); No
Listing (1972-2019)
Site
1036 S Washington:Brouws Jacob (1925-1928); Broersma Anna Mrs (1934); Hunter Max
(1940); Lindquist Bernice (1946); Vacant (1951); Moon Curtis (1957); Trujillo Lee (1960);
Hertig Eloese Mrs (1965); No Current Listing (1972-2019)
Site
1038 S Washington: Broersma Sidney (1925-1928); Smith Warren A (1934); Rose Don D
(1940); Broersma Anna Mrs (1946-1957); Abeyta Any J (1960-1965); No Current Listing
(1972-2019)
Site 1040 S. Washington:No Listing (1995/96-2001); Hootchlag LLC (2007); No Listing (2011-
2019)
Site
1050 S. Washington: No Listing (1925-1972); Salt Lk Bumpr&Glas (1975-1990); Jorge
Solis (1995/96-2001); Salt Lk Chrm Platg (1995/96); Salt Pltg&Cllsn (2001); No Listing
(2007); Salt Lake Chrome Plating [Auto Bumpers Guards & Grills] (2011-2016); Theobald
Kevin K (2016); Salt Lake Chrome Plating (2019); Theobald Kevin (2019)
Site
1058 S. Washington: Farris Michl (1925-1928); Stanley Roy (1934); Breuer Abr L (1940-
1946); Petersen Wallace A (1951-1960); Warner Truck Line (1951); Wally's Motor Line
(1957-1960); Hansen Jas A (1965); No Listing (1972-2019)
Site 1060 S Washington:No Listing (1925-2019)
North
1005 S. 300 West (2nd St. W. prior to 1972):Dahlquist Swen J (1925); Wissler Rolando
(1928); Christensen Albert M (1934-1960); No Listing (1965-1975); Motion Control (1980-
1985); Medarts Inc (1985); Phoresor Drug Delv (1985); Ut Artl Arm-Mt Ctl (1985); Ahl-Steel
Spclts (1990); Fab-Turn Equipment (1995/96); A G Body Inc Trck (2000); Truck Box Shop
(2000); No Listing (2006); Truck Box Shop [Contractors-Equip/Supl] (2011); Student
Camera Rentals [Photographics Equip-Rental] (2016-2019); Studio Tenos [Video
Production & Taping Serv] (2016-2019)
North
1007 S. 300 West (2nd St. W. prior to 1972):Cotton Roy (1925); Shamy Chas K (1928);
Sanberg Marie Mrs (1934); Wolfe Lynn (1940); Saul Henry (1946); Hermansen Nells W
(1951); Mitchell John E (1957); Bishop Chas B (1960); No Listing (1965-2019)
North 1009 S. 300 West (2nd St. W. prior to 1972):Foulger Jesse W (1925); Degrow Jos (1928);
Hermanson Minnie Mrs (1934-1960); Bateman Alvin (1951); No Listing (1965-2019)
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North 1025 S. 300 West (2nd St. W. prior to 1972):No Listing (1975-2000); Kolea 2C LLC
(2006); No Listing (2011-2019)
North
252 W. Brooklyn Avenue: No Listing (1925-1969/70); Intermntn Mach Tl (1975); No
Listing (1981); Country Lite Prodt (1986); International Inc (1986); West-Pac Inc (1986);
Volunteers Of Amer (1990/91-1995/96); Vlntrs America Ut (2001); Volunteers Of America
Utah (2006); No Listing (2011); Vol Of Amer Utah Dtxfctn Prgrm (2014); Cusack Vincent
(2014); VOA Homeless Youth Resource (2019); Vol-Amer Ut Detoxification (2019)
North 268 W. Brooklyn Avenue:Densley Aaron L (1925); No Listing (1929-2019)
East
243 W. Brooklyn Avenue:Rowley Fred E (1925); No Listing (1929); Holt Wm J (1935-
1946); Neria Roger (1951-1956); Knight John H (1960); Neria Lue Mrs (1964); No Listing
(1969/70-2019)
East 1018 S. 1st West (now 200 West): Residential (1925- 1957); vacant (1962); no listings
(1965-2019)
East 1024 South 1st West (now 200 West): no listings (1926-1951); Quality Linen & Towel Sup
Co (1957-2006); Uni First Corp [Linen Supply Serv] (2011-2019)
East 1026 South 1st West (now 200 West): Residential (1925-1951); no listings (1957-2019)
East 1034 S. 1st West (now 200 West): Residential (1925); no listings (1931-2019)
East 1038 S. 1st West (now 200 West): Residential (1928-1940); no listings (1946-2019)
East 1050 S. 1st West (now 200 West): no listing (1925-1965); Maxfield Candy (1973-2011);
Dynamic Confections Inc (2011); Mrs. Fields Confections (2016); no listing (2019)
East 1002 S. Washington:Rider Chas W (1925); Vacant (1928); Watson Robt W (1934-1951);
Watson Althia E Mrs (1957-1960); No Listing (1965-2019)
East 1010 S. Washington:Gerritse Abram (1925-1957); Inter-Mtn Chemical Co (1934-1960);
Camp Earl (1940); Camp Earl B (1960); No Listing (1965-2019)
East 1012 S. Washington:Mckean Wm (1925-1940); Mckean Jean Mrs (1946-1965);
Henderson Jas (1951-1965); No Current Listing (1972-2019)
East
1018 S. Washington:Malin Carl R (1925); Neuterman Cornelous F J (1928-1934); X [1019
Brooklyn Av Ints] (1928); Kelly Geo R (1940-1951); Etherly Jas C (1957-1965); No Listing
(1972-2019)
East 1026 S. Washington Street: no listings (1925-2019)
East 1028 S. Washington:Residential (1925-1965); no listings (1972-2019)
East 1031 S. Washington:Residential (1925-1960); Quality Linen & Towel Supply storage
(1965); no listings (1972-2019)
East 1033 S. Washington:Residential (1926-1975); no listings (1980-2019)
East 1035 S. Washington:Residential (1926-1965); no listings (1972-2019)
East 1041 S. Washington:Residential (1926-1960); no listings (1965-2019)
East 1049 S. Washington:No Listing (1925-1946); Maxfield Candy Co (1951-1965); No Listing
(1972-1990)
East 1055 S. Washington:Residential (1926-1965); no listings (1972-2019)
East 1057 S. Washington:Residential (1926-1985); no listings (1990-2019)
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East 1061 S. Washington:Abad Eo (1925); Hassna Geo (1928-1951); Duggar J Wesley (1957-
1965); J W Duggar (1972-1985); No Current Listing (1990-2019)
East 1065 S. Washington:No Listing (1925-2019)
South 1095 S. 300 West (2nd St. W. prior to 1972):No Listing (1925-2019); Leo C Hallett (1972)
South 1093 S. 300 West (2nd St. W. prior to 1972):Lionell Valdez (1972)
South 1091 S. 300 West (2nd St. W. prior to 1972):Midgley Body&Paint (1972)
South 1085 S. 300 West (2nd St. W. prior to 1972):No Listing (1975-2016); American West Intl
Trades [International Trader Serv] (2019)
South
1081 S. 300 West (2nd St. W. prior to 1972):No Listing (1925-1960); International Pipe &
Ceramics Corp (1965); Marley Cooling Twr (1975); Elton W Pace (1975); Pace Industries
(1975); Spence Eng Agcy (1975); Unistrut Serv Ctr (1975); Warner Leasing (1980); Rick
Warner Ford (1980); Diane Bradley (1985); Bradleys Diesel (1985); No Listing (1990-
1995/96); Labor Rdy Salt Lk (2000); Thomas A Bottman (2006); Labor Ready Southwest
Inc (2006); Semi Service Inc (2006); A Bottman Design [Greeting Cards-Whol] (2011);
Labor Ready [Government Contractors] (2016-2019)
West 1069 S. 300 West (2nd St. W. prior to 1972):No Listing (1925-1946); Pals Coffee Shop
(1951-1957); Center Cafe (1960); Dea's Jim Cafe (1965); no listing (1972-2019)
West 1067 S. 300 West (2nd St. W. prior to 1972):No Listing (1925-1965); Satan’s Lounge
(1972);Satan’s Playpen (1975); No Listing (1980-2019)
West
1065 S. 300 West (2nd St. W. prior to 1972):No Listing (1925-1946); Sandvik Steel Inc
[Mach Mfrs] (1951); Atlas Copco Pacific Inc [Mach] (1957-1965);Atlas Copco Inc (1972);
Master Auto Body (1975-1980); B J Autobody (1985); Spclty Auto Pntng (1990); Sues
Spcly Dtl (1990-1995/96); No Listing (2000-2011); Acs Precision Finish [Auto Body-Rpr &
Painting] (2016-2019)
West
1057 S. 300 West (2nd St. W. prior to 1972):Porter Jos S (1925-1940); Spainhower Chas
E (1946); Myers Electric Co [Mtrs] (1951-1972); Tool Repair Serv (1975); No Listing (1980-
1990); RSI (1995/96); Intrmntn Food Eqp (2000); R S Rstrnt Spclts (2000); Paris B Bottman
(2006); Intermountain Food Equipment [Food Processing Equip/Supl] (2011-2019); Bagley
Lee S (2016-2019); Ingersoll-Rand Co [Nonclassified Establishments] (2019);
West
1053 S. 300 West (2nd St. W. prior to 1972):No Listing (1925-1946); C And C Welding
Supply Co (1951); A & B Lighting Co [Elec Contr] (1957); Rocky Mountain Wholesale
Clothing (1960); No Listing (1965); Myers Electric (1975); Tool Repair Serv (1975); No
Listing (1980-2019)
West
1051 S. 300 West (2nd St. W. prior to 1972):Pennock Jas E (1925); Vacant (1928);
Partridge Roswell L (1934); Whitney Orosn J (1940-1957); Gamble Louise Mrs (1960);
Brokau Betty Mrs (1965); Becon Communications Inc (1965); Charlottes Cafe (1972);
Marys Coffee Cabin (1975); Dan-Glo Restaurant (1980-1995/96); Larry&James Place
(2000); Intermountain Food Equipment (2006); Provost Tiffanie (2011); No Listing (2016);
Marriott Properties Inc [Real Estate] (2019); Oz Management Inc [Financial Advisory Serv]
(2019)
West
1047 S. 300 West (2nd St. W. prior to 1972):Johnson Reuben J (1925); Vacant (1928);
Farrington Frank D (1934); Black Edw C (1940); Drage Arth L (1946-1965); A L Orage
(1972); No Listing (1975-2019)
Phase I Environmental Site Assessment
Warehouses, Storage Yards, and a Chrome Plating Facility ■ Salt Lake City, UT
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West
1039 S. 300 West (2nd St. W. prior to 1972):Vogelaar Anton (1925); No Listing (1928);
Degraw Jos (1934); Degraw Luella Mrs (1940-1946); Thomas Verlyn J (1951); Spencer
Leon E (1957-1960); Wilson Dona A Mrs (1965-1972); No Listing (1975-2019)
Based on a review of the available historical city directories, suspect uses of concern were
identified on the site and adjoining properties that are further discussed below:
n The chrome plating facility on the site, the west-adjoining auto repair facilities
and east-adjoining laundry facility are discussed in Section 4.1.
n The east-adjoining former Intermountain Chemical Co was searched on
newspapers.com. In 1936 a newspaper advertisement listed bone ash, soda
ash and assay litharge at this address. Photo chemicals, assay chemical and
commercial acids were additionally listed in 1938. The location of this facility is
inconclusive as the address ranges in the Sanborn Maps changed. The facility
may have been located in a warehouse father north of the site; however,
impacts from its former operations likely would have been discovered during
investigations at the laundry facility (see Section 4.1).
n LJS Salvage was identified at 259 Brooklyn Avenue in 1986 and based on aerial
photographs the salvage does not appear to be an auto wrecking facility, and
not a REC to the site.
n Warner Truck Line was listed in 1951 and Wally's Motor Line from 1957 to 1960
at 1058 Washington on the southernmost portion of the site. Historical aerial
photograph from 1958 showed this area developed with several small structures
that appeared residential or small commercial. Based on the size of the
structures, it is unlikely semi-tractor repair was conducted on the site in this
area. In addition, the area of the former truck line facilities has been
redeveloped with a larger warehouse building. Based on the observed
development of that portion of the site in the late 1950s, the approximately short
10-year operation of the listings, and redevelopment of that area, the likelihood
releases is low.
n The west-adjoining properties with suspect uses are down-gradient and not a
concern to the site based on gradient and distance from the site.
n The south-adjoining properties with suspect uses are cross-gradient and not a
concern to the site based on gradient and distance from the site.
n The north-adjoining properties with suspect uses are cross- or down-gradient
and not a concern to the site based on gradient and distance from the site.
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3.3 Site Ownership
Based on a review of information obtained from the Salt Lake County assessor’s records, the
current site owners are X-Pensive Enterprises I LC, X-Pensive Enterprises II LC, X-Pensive
Enterprises III LC, Junior Enterprises LC, Kevin and Heidi Theobald, and Heidi Theobald and
Charles Ficks. Mr. Kevin Theobald manages all of these companies.
3.4 Title Search
At the direction of the client, a title search was not included as part of the scope of services.
Unless notified otherwise, we assume that the client is evaluating this information outside the
scope of this report.
3.5 Environmental Liens and Activity and Use Limitations
The EDR regulatory database report included a review of both Federal and State Engineering
Control (EC) and Institutional Control (IC) databases. Based on a review of the database
report, the site was not listed on the EC or IC databases.Please note that in addition to these
federal and state listings, AULs can be recorded at the county and municipal level that may not
be listed in the regulatory database report. Environmental lien and activity and use limitation
records recorded against the site were not provided by the client. At the direction of the client,
performance of a review of these records was not included as part of the scope of services and
unless notified otherwise, we assume that the client is evaluating this information outside the
scope of this report.
3.6 Interviews Regarding Current and Historical Site Uses
The following individual was interviewed regarding the current and historical use of the site.
Interviews
Interviewer Name / Phone #Title Date
Tina Cheney Kevin Theobald
801-550-8869 Owner June 9, 2020
Mr. Theobald was interviewed during the site reconnaissance, see additional information
provided in Section 5.4, and completed an owner question, see Appendix C. Mr. Theobald has
had knowledge of the site since the early 1970s. His father previously owned the southern
portion of the site and over the years he has acquired the northern parcels. The chrome plating
has occurred in the warehouse since 1978. His father built the southernmost building in the
1980s and was used as an office/storage warehouse, and it was expanded in the 1990s. He
purchased the northwest building in 2000, and it has been used as the plastics warehouse, to fix
and add black primer to automobile bumpers. The building north of the chrome warehouse was
built in 1974 and has been used as storage. The northeast buildings were acquired within the
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last 20 years, and have been used to store finished products, and as a residence for a worker.
Previously a staple-fastener company occupied 255 Brooklyn from the 1973 to 2000, and a wire
bending company occupied 259 Brooklyn from 1975 to 2000. He was not aware of previous
occupants at 269 Brooklyn. Mr. Theobald was aware of the east-adjoining dry cleaning.
There are waste water permits and spill prevention plans for the site. Mr. Theobald provided
several documents, which were supplemented with documents provided by the Department of
Environmental Quality and discussed in Section 4.1 as deemed necessary.
Mr. Theobald provided Terracon with a copy of a Subsurface Investigation completed in 2019,
which is discussed in Section 3.7.
Mr. Theobald was not aware of any pending, threatened or past environmental litigation,
proceedings or notices of possible violations of environmental laws or liability or potential
environmental concerns in connection with the site.
3.7 Prior Report Review
Terracon requested the client provide any previous environmental reports they are aware of for
the site. Previous reports were provided to Terracon for review.
n Subsurface Investigation
1050 Washington Street
Salt Lake City, Utah
Dated: October 8, 2019
Prepared by: Intermountain Environmental Consultants
For: Salt Lake Chrome Plating
The Intermountain Environmental Consultants October 8, 2019 Subsurface Investigation was
conducted to assess the facility for possible contamination from the chrome plating facility. Five
borings were advanced to fifteen feet below the ground surface for collection of soil and
groundwater samples. Borings BH-1 through BH-4 were advanced south and west of the
chrome plating facility and boring BH-5 was advanced farther to the north near Brooklyn Avenue
and in the down-gradient location of the Quality Linen warehouse building. Soil and
groundwater samples were analyzed for halogenated volatile organic compounds (VOCs), the
eight RCRA metals, and nickel. Intermountain Environmental Consultants concluded “De
Minimis low levels of metal and VOC constituents were detected in some of the borings. No
additional actions are deemed necessary.”
Terracon reviewed the laboratory analytical reports included in the report appendices and
provides the following summary of the results.
Soil Analytical Results
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n Barium, cadmium, mercury, nickel, and selenium were reported in the soil
samples, but concentrations were less than the EPA’s Regional Screening
Levels (RSLs) for residential properties using a target cancer risk of one-in-a-
million and a hazard quotient of 1.
n Arsenic concentrations reported in soil exceeded both the residential and
industrial RSLs but were within the range of typical background concentrations
in the Salt Lake Valley. The concentrations were less than typical residential
cleanup levels used by the Utah Department of Environmental Quality.
n Lead concentrations reported in soil were generally less than the residential
RSL (400 mg/kg), except for 545 mg/kg reported in boring BH #4 – Soil located
near the northwest corner of the chrome plating building.
n Chromium was analyzed as total chromium, which included both chromium(III)
(a.k.a., trivalent chromium) and chromium(VI) (a.k.a., hexavalent chromium).
The concentrations of total chromium all exceeded both the residential and
industrial RSLs for chromium(VI), but were all less than the residential and
industrial RSLs for chromium(III). Without performing specific analyses for
chromium(III) and chromium(VI), it cannot be determined whether there is an
elevated risk to human health at the site; however, based on Terracon’s
experience with similar sites, it is likely chromium(VI) is present at
concentrations that exceed residential RSLs.
n Halogenated VOCs were not reported in soil from borings BH #1 through BH #4.
In BH #5 – Soil, the only halogenated VOC reported was tetrachloroethylene
(PCE) at a concentration of 6.77 µg/kg-dry, which is well below the residential
RSL of 24 mg/kg.
Groundwater Analytical Results
n The IEC report did not indicate whether groundwater samples were filtered (in
the field or by the laboratory) or not filtered. As screening levels used by the
Utah DEQ are for dissolved metals, we have assumed the IEC groundwater
samples were filtered as is standard industry practice. If the samples were not
filtered, the conclusions below may not be correct.
n Arsenic, chromium, lead, and nickel exceeded the EPA’s Maximum
Contaminant Levels (MCLs) for drinking water or Tapwater RSL (nickel) at the
site.
n Barium, cadmium, mercury, selenium, and silver concentrations did not exceed
the MCLs.
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n Halogenated VOCs were not reported in groundwater from borings BH #1
through BH #4. In BH #5 – Water, the only halogenated VOCs reported were
cis-1,2-dichloroetheye (cis-1,2-DCE) at 18.3 µg/L, PCE at 2.41 µg/L, and
trichloroethene (TCE) at 3.97 µg/L. cis-1,2-DCE, PCE, and TCE concentrations
were less than the EPA’s MCLs for drinking water; however, TCE exceeded the
EPA’s target groundwater concentration Vapor Intrusion Screening Level (VISL)
for residential properties using a target cancer risk of one-in-a-million and a
hazard quotient of 1.
Based on Terracon’s review of the analytical data, heavy metals and halogenated VOCs are
present in soil and/or groundwater at the site at concentrations that exceed typical residential
screening levels, which represents a REC to the site.
4.0 RECORDS REVIEW
Regulatory database information was provided by EDR, a contract information services
company. The purpose of the records review was to identify RECs in connection with the site.
Information in this section is subject to the accuracy of the data provided by the information
services company and the date at which the information is updated. The scope herein did not
include confirmation of facilities listed as "unmappable" by regulatory databases.
In some of the following subsections, the words up-gradient, cross-gradient and down-gradient
refer to the topographic gradient in relation to the site. As stated previously, the groundwater
flow direction and the depth to shallow groundwater, if present, would likely vary depending
upon seasonal variations in rainfall and the depth to the soil/bedrock interface. Without the
benefit of on-site groundwater monitoring wells surveyed to a datum, groundwater depth and
flow direction beneath the site cannot be directly ascertained.
4.1 Federal and State/Tribal Databases
Listed below are the facility listings identified on federal and state/tribal databases within the
ASTM-required search distances from the approximate site boundaries. Database definition,
descriptions, and the database search report are included in Appendix D.
Federal Databases
Database Description Distance
(miles)Listings
CERCLIS Comprehensive Environmental Response, Compensation, &
Liability Information System
0.5 0
CERCLIS /
NFRAP
Comprehensive Environmental Response, Compensation, &
Liability Information System/No Further Remedial Action
Planned
0.5 2
ERNS Emergency Response Notification System Site 0
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Database Description Distance
(miles)Listings
IC / EC Institutional Control/Engineering Control Site 0
NPL National Priorities List 1 0
NPL
(Delisted)
National Priorities Delisted List 0.5 0
RCRA
CORRACTS/
TSD
RCRA Corrective Action Activity 1 0
RCRA
Generators
Resource Conservation and Recovery Act Site and
adjoining
properties
5
RCRA Non-
CORRACTS/
TSD
RCRA Non-Corrective Action Activity 0.5 0
State/Tribal Databases
Database Description Distance
(miles)Listings
Brownfields Brownfields Assessment Sites 0.5 5
IC Institutional Controls Sites Site 0
LUST Leaking Underground Storage Tanks 0.5 49
SHWS State Hazardous Waste Sites 0.5 NA
SWF/LF Solid Waste Facilities/Landfills 0.5 0
UST Underground Storage Tanks Site and
adjoining
properties
1
VCP Voluntary Cleanup Program 0.5 5
In addition to the above ASTM-required listings, Terracon reviewed other federal, state, local,
and proprietary databases provided by the database firm. A list of the additional reviewed
databases is included in the regulatory database report included in Appendix D.
The following table summarizes the site-specific information provided by the database and/or
gathered by this office for identified facilities.Facilities are listed in order of proximity to the site.
Additional discussion for selected facilities follows the summary table.
Listed Facilities
Facility Name and
Location
Estimated Distance /
Direction/Gradient
Database
Listings
Is a REC, CREC, or
HREC to the Site
Salt Lake Chrome Plating
1050 Washington Street
Site RCRA-SQG,
FINDS, NPDES,
ICIS
REC, based on
discussion below
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Facility Name and
Location
Estimated Distance /
Direction/Gradient
Database
Listings
Is a REC, CREC, or
HREC to the Site
Quality Linen
1024 South 200 West
East-adjoining / up-gradient RCRA-VSQG,
UST, RAATS
REC, based on
discussion below
Cummings Rocky Mountain
1030 South 300 West
West-adjoining / down-
gradient
VCP, RCRA
NonGen/NLR
No, based on
discussion below
BJs Specialty Auto
1065 South 300 West
West-adjoining / down-
gradient
RCRA
NonGen/NLR
No, based on
discussion below
Caliber Collision Center
1095 South 300 West
South-adjoining / cross-
gradient
RCRA VSQG No, based on
discussion below
Salt Lake Chrome Plating
The site was identified on the Resource Conservation and Recovery Act (RCRA) Small Quantity
Generator (SQG), FINDS, NPDES, and ICIS databases. Older files were identified at the State
archives and provided by staff at the facility that showed an EPA registration in 1987 and 1988;
showing they produced less than 100 kg of waste in a single month, and the waste type was not
listed. In 1986 there was an inspection completed for the site to determine if hazardous waste
was generated. The process at the facility starts with straightening and grinding of bumpers.
Then the process through the plating lines includes the following: two caustic tanks, a caustic
soap tank, an acid salt tank, a nickel tank, and a chrome tank. With the exception of the caustic
soap and acid salt tanks, none of the solution baths are wasted. A solution is added periodically
to maintain the baths proper strength. The caustic soap and acid salt bath are mixed and
discharged down the drain to the sewer when they have lost their effectiveness, about every 6
weeks. The discharge to the sewer is monitored and analyzed by the city on a regular basis.
Two issues were identified during the inspection, the sledge from the caustic soap tank and the
cyanide plating bath; however, the facility was found to be compliant.
Files at the DEQ were reviewed for this facility. The Complaints Log from the Division of Solid
and Hazardous Waste was identified, and the site was listed on July 31, 1992, stating that a
load of waste was rejected and returned from the facility. No additional details were provided.
There was a letter in 2000 regarding disposal of florescent light tubes. There was an EPA
resignation form in 2000 stating the waste generated was F006 (wastewater treatment sludges
from electroplating operation) and D007 (Chromium). There was an EPA registration from 2011
showing filter press cakes as class D007 and F006 waste at 100lb/month, corrosive liquids
waste at 0-500 lbs/month of class D wastes, and Hazardous waste liquids, class D wastes at 0-
500 lbs per month. A letter of an inspection in June 2000 stated that the waste generated was
filter press-cake-plating waste, clean activator sludge, acids and caustics. A 2017 compliance
report stated no violations were identified during DEQs inspection.
The owner provided the following documents: Wastewater Discharge Permit SLC-002, dated
May 30, 2019, Spill/Slug Discharge Control Plan, dated July 3, 2018, Storm Water Spill
Prevention and Counter Measures Plan dated July 15, 2016, and the Compliance with
Categorical Pretreatment Report dated June 6, 2011. The 2011 Compliance report indicated the
facility is in compliance with their waste discharge.
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Terracon interviewed Terry Price with the Salt Lake City Wastewater Department (801-799-
4041). He stated they have had a few minor violations. A Government Records Access
Management Act (GRAMA) request was submitted for these records; however, they have not
been received, at the issuance of this report. As the wastewater is being discharged to the
municipal system, this is not a significant data gap.
Based on the long-term chrome plating operations on the site, and sampling as discussed in
section 3.7, there are soil and groundwater impacts associated with the chrome plating facility
that exceed typical residential screening levels, which represents a REC.
Quality Linen & Towel Supply / UniFirst Corporation
The east-adjoining facility was identified on the Integrated Compliance Information System
(ICIS), RCRA Conditionally-Exempt Small Quantity Generator (CESQG) of hazardous wastes,
underground storage tank (UST), RCRA Administrative Action Tracking System (RAATS),
Enforcement & Compliance History Information (ECHO), and Tier 2 Facility Listing databases.
The ICIS, ECHO, and RAATS databases compile listings from other federal databases (e.g.
RCRA, UST, etc.) and do not provide unique information associated with the site. The Tier 2
database is administered under the Emergency Planning and Community Right-to-Know Act
(EPCRA) and provides State and local officials specific information of potential hazards at
facilities, including chemicals used at facilities. Tier 2 does not provide information relating to
releases of petroleum products or hazardous substances to the environment. The two
databases that provided information about the site that were determined to be relevant to
identifying RECs are the RCRA-CESQG and UST database listings.
A 1,200-gallon kerosene UST was reportedly installed in approximately 1976 outside of the
main building near the southwest corner. No sampling was identified for the removal UST only a
letter from the Department of Environmental Quality (DEQ) stating documentation of closure
was submitted in 1986.
Under RCRA, the facility received notices of violations in 1989 for general Land Disposal
Restriction compliance violations which received compliance completion four months later. No
follow-up violations or corrective actions were identified. Wastes generated at the facility over
time have included D001 (ignitable waste); D008 (lead), D009 (mercury), D018 (Benzene),
D039 (tetrachloroethylene), D040 (trichlorethylene), and F001 (spent halogenated solvents).
There was an EPA registration in 1985 listing F002 (spent halogenated solvents) as the waste
generated. In March 1990 there was a letter stating the no longer generated waste; however, in
1997 a registration form indicated there were parts washers, waste sludges and D-listed wastes
generated. In May 2008 UniFirst occupied the site, and the wastes listed were D001, D009,
D039 and a parts washer. There was an inspection in 2009, and no violations were identified.
Three documents were available on the DEQ website under the former Division of Solid and
Hazardous Waste (now the Division of Waste Management and Radiation Control), which
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administers the RCRA program in Utah. The documents included a 2008 Indoor Air Sampling
Report by GaiaTech, a 2009 Site Characterization Report by Wasatch Environmental, and a
2010 Draft Remedial Investigation/Feasibility Study (RI/FS) prepared by Wasatch
Environmental in 2010. Copies of these reports are included in Appendix D. The 2009 Wasatch
report referenced and summarized an investigation conducted by GaiaTech in 2008 that
included soil and groundwater sample collection, but a copy of that report could not be obtained.
The 2009 sampling included wells on the Salt Lake Chrome facility (i.e., the site) (GP-15,
located near the northwest corner of the 255 W. Brooklyn Ave building; GP-23, located near the
northwest corner of the 259 W. Brooklyn Ave building; and GP-4 and GP-27, located north of
the 1038 Washington building). In GP-15, benzene and PCE both exceeded their MCLs for
drinking water and their residential VISLs in groundwater collected from 5-15 feet below the
ground surface (bgs) and cis-1,2-DCE exceeded its MCL in groundwater collected from 15-20
feet bgs. The farther sample GP-23 did not report chlorinated solvents between 5 to 15 feet or
15-19 feet bgs. Benzene exceeded its MCL and residential VISL in groundwater from GP-4. GP-
27 did not report chlorinated solvents between 15-20 feet bgs.
Based on the sampling results reporting chlorinated solvent and benzene impacts above MCLs
and residential VISLs on the site, the release(s) associated with the releases associated with
the former dry cleaning and maintenance activities on the east-adjoining property represent a
REC to the site.
Cummings Rocky Mountain
This facility adjoined the site across 300 West and was identified on the VCP, LUST, UST,
RCRA NonGen/NLR databases. Eight USTs were removed from the facility in 1989 and 2012,
which contained new oil, diesel fuel, used oil and gasoline. Two releases were open during the
removal of the tanks, and subsequently closed in 1996 and 2012. The depth to ground water
was 10 feet, and the groundwater flow was measured to the west. Additionally, the tanks were
on the west side of the property over 400 to 600 feet from the site. The VCP case was opened
in 2017 when the proposed use for the site was to become multi-family residential. Based on the
historical uses of the site as auto repair and closed LUST cases, with impacts remaining above
residential standards the VCP was opened. Th Site Characterization work was completed over
600 feet west of the site. The VCP was closed with a Certificate of Completion on August 8,
2019. Based on distance, gradient, and regulatory closure this former facility is not a REC to the
site.
BJs Specialty Auto
This facility adjoined the site to the west, down-gradient, and was identified on the RCRA
NonGen/NLR database. The building is approximately 180 feet west of the site. According to
EDR, BJ’s was listed in 1986 and 2007 as not a generator; however, F001 halogenated solvents
and F005 non-halogenated solvents were identified in 1986, no violations. The Utah State
Archives provided an EPA registration in 1986 for BJs, listing the SQG with F001 and F005
hazardous wastes. An inspection identified 55-gallon drums of waste reducer, which was a
proprietary mixture of aromatics used to thin their paint. Based on distance, gradient, and
information reviewed, this facility is not a REC to the site.
Phase I Environmental Site Assessment
Warehouses, Storage Yards, and a Chrome Plating Facility ■ Salt Lake City, UT
June 30, 2020 ■ Terracon Project No. 61207172
Responsive ■Resourceful ■Reliable 20
Caliber Collision Center
This facility adjoined the site to the south, cross-gradient, and was identified on the RCRA-
VSQG database. The building is approximately 220 feet south of the site. In 2012 ABRA Auto
Body shop was listed as a Conditionally Exempt Small Quantity Generator. They produced
Ignitable waste, barium, methyl ethyl ketone, halogenated solvents and non-halogenated
solvents, an no violations were identified. In 2019 Caliber Holdings Corporation was listed as
the operator, and no specific waste types were provided. Based on distance, gradient, and
information reviewed, this facility is not a REC to the site.
The remaining facilities listed in the database report do not appear to represent RECs to the site
at this time based upon regulatory status, apparent topographic gradient, and/or distance from
the site.
Unmapped facilities are those that do not contain sufficient address or location information to
evaluate the facility listing locations relative to the site. The report listed two facilities in the
unmapped section. Determining the location of unmapped facilities is beyond the scope of this
assessment; however, none of these facilities were identified as the site or adjacent properties.
These facilities are listed in the database report in Appendix D.
4.2 Local Agency Inquiries
Agency Contacted/
Contact Method Response
Salt Lake County Department of
Environmental Health
[e-mail]
According to Ms. Maxfield, no records of environmental concern were
identified for the site.
DERR Interactive Map /
http://enviro.deq.utah.gov/
Regulated facilities were identified on the DERR Interactive Map for
the site and surrounding properties and are discussed in Section 4.1.
Additionally, an incident report was identified for the east-adjoining
Mrs. Fields facility on January 4, 2016. “An estimated 200-300 gallons
of the propylene glycol leaked through the roof and entered a storm
drain. The propylene glycol was described as 'food grade' but with a
distinct green color that would be visible when entering a waterway.
Responsible party was working to contain and prevent further release
of the propylene glycol but requested assistance for dealing with the
material that had already entered the storm drain system.” The
incident was closed, and no further action was listed on February 4,
2016 by the Utah Division of Water Quality. Based on the information
reviewed, this incident does not represent a REC to the site.
Phase I Environmental Site Assessment
Warehouses, Storage Yards, and a Chrome Plating Facility ■ Salt Lake City, UT
June 30, 2020 ■ Terracon Project No. 61207172
Responsive ■Resourceful ■Reliable 21
Agency Contacted/
Contact Method Response
Salt Lake City /
http://www.slcgov.com/
recorder/request-record
According to Ms. Killinger one record was on file for the site. An
inspection report completed on February 20, 2019 indicated the fire
extinguisher was in date, and the facility was in the process of deep
cleaning and changing the filters for the paint booths. No additional
information was available. This report appears to have been a routine
inspection.
5.0 SITE RECONNAISSANCE
5.1 General Site Information
Information contained in this section is based on a visual reconnaissance conducted while
walking through the site and the accessible interior areas of structures, if any, located on the
site. The site and adjoining properties are depicted on the Site Diagram, which is included in
Exhibit 2 of Appendix A. Photo documentation of the site at the time of the visual
reconnaissance is provided in Appendix B. Credentials of the individuals planning and
conducting the site visit are included in Appendix E.
General Site Information
Site Reconnaissance
Field Personnel Tina Cheney
Reconnaissance Date June 9, 2020
Weather Conditions 70s, Sunny
Site Contact/Title Kevin Theobald / Owner
Building Description
Building
Identification
Building
Use
Approx.
Construction
Date
Number
of Stories
Approx.
Size (ft²)
269 Brooklyn Ave Plastics Warehouse 1969 1 7,200
259 Brooklyn Ave Storage Warehouse /vacant
office 1971 1 4,385
255 Brooklyn Ave
Storage Warehouse / residence
on second floor north side of
building
1973 2 3,384
1050 S. Washington
Two buildings / northern is the
Chrome Plating, southern is
office/storage warehouse
1975 and
1988 1 14,042
Phase I Environmental Site Assessment
Warehouses, Storage Yards, and a Chrome Plating Facility ■ Salt Lake City, UT
June 30, 2020 ■ Terracon Project No. 61207172
Responsive ■Resourceful ■Reliable 22
Building Description
Building
Identification
Building
Use
Approx.
Construction
Date
Number
of Stories
Approx.
Size (ft²)
1038 S. Washington Storage Warehouse 1974 1 6,321
Site Utilities
Drinking Water Salt Lake City Municipal System
Wastewater Salt Lake City Municipal System
Electric Rocky Mountain Power
Natural Gas Dominion Energy
5.2 Overview of Current Site Occupants
The site is seven parcels, totaling 1.49 acres, occupied by Salt Lake Chrome, and a residence.
5.3 Overview of Current Site Operations
There are 6 warehouses on the site. The northwest building located at 269 Brooklyn is used as
a Plastics Warehouse where they straighten and prime plastic bumpers. The warehouse at 259
Brooklyn is used to store completed bumpers, and the northern portion is an old office that is no
longer used. The warehouse at 255 Brooklyn was mainly vacant, used for storage, and a
residence. There is a storage warehouse addressed at 1038 Washington with a small workshop
leased to an individual. The Chrome Plating is completed in the warehouse at 1050
Washington, they straighten bumpers and fenders and plate them in nickel and chrome. The
southern most warehouse is also addressed as 1050 Washington, and is used as the main
office, parts storage, and finished product storage. The yard area of the site is used to store
bumpers that need repairing.
5.4 Site Observations
The following table summarizes site observations and interviews. Affirmative responses
(designated by an “X”) are discussed in more detail following the table.
Site Characteristics
Category Item or Feature Observed or
Identified
Site Operations,
Processes, and
Equipment
Emergency generators
Elevators
Air compressors X
Hydraulic lifts
Dry cleaning
Phase I Environmental Site Assessment
Warehouses, Storage Yards, and a Chrome Plating Facility ■ Salt Lake City, UT
June 30, 2020 ■ Terracon Project No. 61207172
Responsive ■Resourceful ■Reliable 23
Category Item or Feature Observed or
Identified
Photo processing
Ventilation hoods and/or incinerators
Waste treatment systems and/or water treatment systems
Heating and/or cooling systems X
Paint booths X
Sub-grade mechanic pits
Wash-down areas or carwashes
Pesticide/herbicide production or storage
Printing operations
Metal finishing (e.g., electroplating, chrome plating,
galvanizing, etc.)X
Salvage operations
Oil, gas or mineral production
Other processes or equipment
Aboveground
Chemical or Waste
Storage
Aboveground storage tanks
Drums, barrels and/or containers ³ 5 gallons X
MSDS or SDS
Underground
Chemical or Waste
Storage, Drainage
or Collection
Systems
Underground storage tanks or ancillary UST equipment
Sumps, cisterns, French drains, catch basins and/or dry wells X
Grease traps
Septic tanks and/or leach fields
Oil/water separators, clarifiers, sand traps, triple traps,
interceptors
Pipeline markers
Interior floor drains
Electrical
Transformers/
PCBs
Transformers and/or capacitors X
Other equipment
Phase I Environmental Site Assessment
Warehouses, Storage Yards, and a Chrome Plating Facility ■ Salt Lake City, UT
June 30, 2020 ■ Terracon Project No. 61207172
Responsive ■Resourceful ■Reliable 24
Category Item or Feature Observed or
Identified
Releases or
Potential Releases
Stressed vegetation
Stained soil
Stained pavement or similar surface X
Leachate and/or waste seeps
Trash, debris and/or other waste materials X
Dumping or disposal areas
Construction/demolition debris and/or dumped fill dirt
Surface water discoloration, odor, sheen, and/or free-floating
product
Strong, pungent or noxious odors
Exterior pipe discharges and/or other effluent discharges
Other Notable Site
Features
Surface water bodies
Quarries or pits
Wastewater lagoons
Wells
Site Operations, Processes, and Equipment
Air compressors
Four air compressors were observed at the site. Two air compressors were observed on the
west side of the Chrome Plating building (Photographs 15 and 16), and two were located in the
Plastics Warehouse building (Photographs 24 and 25) on the northwest portion of the site.
Significant staining was observed around the two compressors west of the Chrome Plating
building; however, the compressors were elevated on a wood plank, and Terracon could not
observe the soil below. There is an elevated risk due to the 40-years of chrome plating at the
site, that oil from the air compressors have seeped into the soil, which represents a REC to the
site.
Heating and/or cooling systems
The office building is heated and cooled with a roof top unit, some of the warehouses have
natural gas heating units. There is a natural gas boiler in the Chrome Plating warehouse. RECs
were not identified with the heating and cooling systems.
Paint booths
Two open paint booths for priming the plastic bumpers were observed on the north side of the
Plastics Warehouse. According to Mr. Theobald, they only use black primer, and the bumpers
are painted at the auto body shops. The primer is water based, and the paint duns are cleaned
with water, no solvents are used at the site. Over spray was observed as a powder that can be
Phase I Environmental Site Assessment
Warehouses, Storage Yards, and a Chrome Plating Facility ■ Salt Lake City, UT
June 30, 2020 ■ Terracon Project No. 61207172
Responsive ■Resourceful ■Reliable 25
swept up. The paint booth air filters are collected and disposed with the regular trash. The paint
booths do not appear to represent a REC to the site.
Metal finishing (e.g., electroplating, chrome plating, galvanizing, etc.)
The facility has a chrome plating warehouse on the east side of the site in the northern building
addressed as 1050 Washington. Mr. Theobald provided a summary of the process, which was
written by G&A Engineering Services in 2011 and summarized by Terracon. A Salt Lake City
Industrial Wastewater Discharge Permit (SLC-0022) was reviewed as well.
The processes require metals to be in liquid acid solutions. The metal parts are submersed in
the solution. An electrical current is induced in the solution using an electrically charges chrome,
copper or nickel metal anode. Electrically charged metal ions flow through the solution to the
submersed metal parts, known as cathodes. Prior to the electro plating process the metal parts
are cleaned to remove dirt, rust, paint, oil and any other material that my imped the metal
surface from being evenly coated. This process is performed in the polishing room. The
stripping tanks are replenished with the respective chemicals when the solution is too diluted.
Water is added to the tanks due to evaporation. There is no discharge from these tanks to the
publicly owned treatment works (POTW). The cleaned metal plates progress to water rinse
bathers after they have drip dried over the coating baths. The rinse baths are replenished with
water as needed to maintain fluid level and have no discharge to the POTW. Final rinse baths
replenish water from a direct water supply, and a cooling water tanks from the electric power
rectifier. Excess water flows through the rinse baths to a holding tank located in the secondary
containment below the rinse tanks. The water is pumped from holding tank to clarifiers. The
transfer pump is controlled by a level sensor in the holding tanks. The clarifiers are weir and
baffle type. The water from the holding tank is continually tested for pH. Polymer additives are
pumped into the clarifier to induce precipitation of the metals out of solution. Caustic Soda is
added to the solution to maintain a pH of 11. The heavier precipitate drops to the bottom of the
clarifier. Water is then run to a lift tank and pumped over the second clarifier. Caustic Soda and
polymer additive are added to increase the pH and finish the precipitation of metals of the
solution. The precipitate (sludge) is collected from the bottom of the clarifiers and run through a
filter press (Photograph 12). Water removed from the filter press is returned to the first clarified
influent, and the sledge recovered from the filter press are placed in HAZMAT drums and
disposed of by Clean Harbors every 6 months in a legal landfill. Water discharged from the
second clarifier is pumped to the pH adjustment tank, sulfuric acid is added to bring the water
pH to neutral before it is discharged to a sump. The sump is the discharge sampling point
before the water flows to the sanitary sewer system. The average daily water supply to the
facility is 814 gallons per day (gpd), and the average daily discharge is 464 gpd. Based on the
calculations by G&A Engineering Services the facility evaporated approximately 282 gpd into
the atmosphere, and employee water usage is estimated at 64 gpd. Samples of the discharge
stream have been sampled monthly with minimal variation for cadmium, chromium, copper,
cyanide, lead, nickel, silver and zinc.
The metal finishing facility was investigated in 2019 and is further discussed in Section 3.7.
Phase I Environmental Site Assessment
Warehouses, Storage Yards, and a Chrome Plating Facility ■ Salt Lake City, UT
June 30, 2020 ■ Terracon Project No. 61207172
Responsive ■Resourceful ■Reliable 26
Aboveground Chemical or Waste Storage
Drums, barrels, and/or containers ³ 5 gallons
Several drums and containers were observed in the Chrome Plating warehouse. One 5-gallon
metal container of Havachrome DEC, three 5-gallon plastic containers of HP Sapphine Elite
Make-up, one 55-gallon container of Electrocleaners 59 special, two 55-gallon containers of the
filter HAMAT “cakes/discs”, three containers of proprietary mixtures (wetting agent, unbright
2002 Brightener and Nickel Carrier A-5), one 55-gallon container of Caustic Soda, two 5-gallon
container of Sulfuric Acid 93%, a 15-gallon container of muriatic acid and a 55-gallon container
of Sodium Hydroxide.
Several 5-gallon and 55-gallon container of Acrylic Primer were in the plastics warehouse.
Three 5-gallon containers hydraulic oil were observed by the air compressors. 15-gallon
containers of wetting agent, unbright 2002 Brightener and Nickel Carrier A-5 were also
observed in the warehouse north of the Chrome Plating warehouse. Minor staining and spills
were identified around the containers.
Underground Chemical or Waste Storage, Drainage or Collection Systems
Sumps, cisterns, catch basins and/or dry wells
There was a sump located in the Chrome Plating warehouse that held treated water to be
released to the municipal water system, as discussed above.
Electrical Transformers/PCBs
Transformers and/or capacitors
During Terracon’s site visit, four sets of three pole mounted transformers were observed. Two
sets on the north side of the site, one set on the east side of the site, and one set near the
center of the site. The transformers had blue stickers, or had blue spray paint on the bottom,
indicating no-PCBs.
PacifiCorp maintains responsibility for the transformers, and if the transformers were “PCB
contaminated,” PacifiCorp is not required to replace the transformer fluids until a release is
identified. However, evidence of current or prior releases was not observed in the vicinity of the
electrical equipment during the site reconnaissance.
Releases or Potential Releases
Stained pavement or similar surfaces
Several stained areas were observed at the site. Inside the Chrome Plating facility staining was
observed in the polish area (Photograph 14), by the Chrome Bath (Photographs 5 and 8),
outside by the air compressors (Photographs 15-17), and south of the Chrome Plating
warehouse (Photograph 4). The observed staining indicates releases have occurred at the site
Phase I Environmental Site Assessment
Warehouses, Storage Yards, and a Chrome Plating Facility ■ Salt Lake City, UT
June 30, 2020 ■ Terracon Project No. 61207172
Responsive ■Resourceful ■Reliable 27
and supplements the conclusion of REC in Section 3.7 associated with the chrome plating
operations.
Trash, debris and/or other waste materials
Three large dumpsters were observed, to the west of the site in the railroad easement and one
south of the Chrome Plating warehouse. Mr. Theobald stated they are in the process of cleaning
out their inventory. No RECs were identified with the trash dumpsters.
6.0 ADJOINING PROPERTY RECONNAISSANCE
Visual observations of adjoining properties (from site boundaries) are summarized below.
Adjoining Properties
Direction Description
North Brooklyn Avenue, a photograph studio, the Volunteers of America, and UniFirst
warehouse (on the west side of Washington Street).
East Washington Street, UniFirst warehouse (on the west side of Washington Street),
and vacant warehouse formerly Mrs. Fields.
South Vacant land and railroad to the southwest
West railroad to the southwest followed by restaurants, auto collision repair, and People
Ready, an industrial staffing agency.
RECs were not observed with the current uses and observed conditions of the adjoining
properties.
7.0 ADDITIONAL SERVICES
Per the agreed scope of services specified in the proposal, additional services (e.g. asbestos
sampling, lead-based paint sampling, wetlands evaluation, lead in drinking water testing, radon
testing, vapor encroachment screening, etc.) were not conducted.
Phase I Environmental Site Assessment
Warehouses, Storage Yards, and a Chrome Plating Facility ■ Salt Lake City, UT
June 30, 2020 ■ Terracon Project No. 61207172
Responsive ■Resourceful ■Reliable 28
8.0 DECLARATION
I, Tina Cheney, declare that, to the best of my professional knowledge and belief, I meet the
definition of Environmental Professional as defined in Section 312.10 of 40 CFR 312; and I have
the specific qualifications based on education, training, and experience to assess a property of
the nature, history, and setting of the site. I have developed and performed the All Appropriate
Inquiries in conformance with the standards and practices set forth in 40 CFR Part 312.
__________________________
Tina Cheney
ESA Group Manager
APPENDIX A
EXHIBIT 1 – TOPOGRAPHIC MAP
EXHIBIT 2 – SITE DIAGRAM

TOPOGRAPHIC MAP
Salt Lake Chrome
255, 259, and 269 Brooklyn Avenue,
1038 & 1050 S. Washington Street
Salt Lake City, UT
TOPOGRAPHIC MAP IMAGE COURTESY OF THE U.S. GEOLOGICAL SURVEY
QUADRANGLES INCLUDE: SALT LAKE CITY NORTH, UT (1/1/1998), FORT DOUGLAS, UT (1/1/1998), SALT LAKE CITY SOUTH, UT (1/1/1999) and SUGAR HOUSE, UT (1/1/1998).
6949 S High Tech Dr Ste 100
Midvale, UT 84047-3707
61207172
Project Manager:
Drawn by:
Checked by:
Approved by:
TC
CE
CE
1”=2,000’

June 2020
Project No.
Scale:
File Name:
Date: 1
Exhibit TC
APPROXIMATE
SITE BOUNDARY

Former UST
Volunteers of America
252 Brooklyn
UniFirst
Warehouse
RCRA
1024 S. 200 W.
T
T

T

Chrome Plating
RCRA-SQG (1050)
Mrs. Fields / Maxfield
1050 S. 200 W
Plastic’s
Warehouse
269 Brooklyn
T
Storage
Warehouses
UniFirst
Warehouse
Ignite Studios
1005 S. 300 W.
On Time
1051 S. 300 W.
Auto Collision Specialist
1065 S. 300 W.
Intermountain Food
1057 S. 300 W.
Storage Warehouse /
Office (1050)
People Ready
1081 S. 300 W.
Brooklyn Ave
30
0

W
e
s
t

Wa
s
h
i
n
g
t
o
n

S
t
r
e
e
t

Storage
Warehouse (1038)
259
Details:
T – Transformers
AC – Air compressor
255
AC
AC
AC
SITE DIAGRAM
Salt Lake Chrome
255, 259, and 269 Brooklyn Avenue,
1038 & 1050 S. Washington Street
Salt Lake City, UT
6949 S High Tech Dr Ste 100
Midvale, UT 84047-3707
DIAGRAM IS FOR GENERAL LOCATION ONLY, AND IS
NOT INTENDED FOR CONSTRUCTION PURPOSES
61207172
AERIAL PHOTOGRAPHY PROVIDED
BY MICROSOFT BING MAPS
TC
CE
CE
AS SHOWN

June 2020
Scale:
2
Exhibit Project Manager:
Drawn by:
Checked by:
Approved by:
Project No.
File Name:
Date:
TC
APPROXIMATE
SITE BOUNDARY
APPENDIX B
SITE PHOTOGRAPHS
Site Photographs
SL Chrome ■ Salt Lake City, Utah
Date Photos were taken: June 9, 2020 ■ Terracon Project No. 61207172
Responsive ■ Resourceful ■ Reliable

Photo #1 East side of the site. Photo #2 Southern warehouse used as
storage.

Photo #3 Alley way between southern building
and chrome plating warehouse.
Photo #4 South of chrome plating warehouse.
Dust collection system, staining observed.

Photo #5 Chrome plating warehouse. Photo #6 Water treatment area.

Site Photographs
SL Chrome ■ Salt Lake City, Utah
Date Photos were taken: June 9, 2020 ■ Terracon Project No. 61207172
Responsive ■ Resourceful ■ Reliable

Photo #7 Nickle baths. Photo #8 Chrome bath.

Photo #9 Chrome rise area. Photo #10 Holding tank before it goes to
municipal system.

Photo #11 Cyanide bath. Photo #12 “Cake” station, where sludge from
bottom of treatment is hardened for disposal.

Site Photographs
SL Chrome ■ Salt Lake City, Utah
Date Photos were taken: June 9, 2020 ■ Terracon Project No. 61207172
Responsive ■ Resourceful ■ Reliable

Photo #13 Natural gas boiler system. Photo #14 One of many work stations to fix
bumpers/fenders. Staining observed at this
station.

Photo #15 Back up air compressor, significant
staining observed.
Photo #16 Backup air compressor.

Photo #17 Rust staining at the west stairs of the
chrome plating warehouse.
Photo #18 Storage yard.
Site Photographs
SL Chrome ■ Salt Lake City, Utah
Date Photos were taken: June 9, 2020 ■ Terracon Project No. 61207172
Responsive ■ Resourceful ■ Reliable

Photo #19 Transformers near the center of the
site.
Photo #20 Plastics warehouse.

Photo #21 Plastics warehouse at 269 Brooklyn
Ave.
Photo #22 Black primer.

Photo #23 Paint booth in the plastics warehouse. Photo #24 Small air compressor in the plastics
warehouse.
Site Photographs
SL Chrome ■ Salt Lake City, Utah
Date Photos were taken: June 9, 2020 ■ Terracon Project No. 61207172
Responsive ■ Resourceful ■ Reliable

Photo #25 Main air compressor in the plastics
warehouse.
Photo #26 Storage warehouse 259 Brooklyn
Ave.

Photo #27 Former sand blasting area,
warehouse 259 Brooklyn Ave.
Photo #28 Warehouse at 255 Brooklyn Ave.
Residence on the north site, top floor.

Photo #29 North side of the warehouse at 255
Brooklyn Ave. Residence on the north site, top
floor.
Photo #30 Warehouse at 1038 Washington.

Site Photographs
SL Chrome ■ Salt Lake City, Utah
Date Photos were taken: June 9, 2020 ■ Terracon Project No. 61207172
Responsive ■ Resourceful ■ Reliable

Photo #31 Warehouse at 1038 Washington. Photo #32 Warehouse at 1038 Washington, floor
drain in room at the southeast portion.

Photo #33 Near the northwest portion of the site,
looking south at the storage yard.
Photo #34 Near the northeast corner of the site,
looking northwest across Brooklyn Ave, VOA
followed by a studio.

Photo #35 North-adjoining UniFirst warehouse
(former Quality Linen), looking north.
Photo #36 Washington Street followed by
UniFirst (Former Quality Linen), to the northeast.

Site Photographs
SL Chrome ■ Salt Lake City, Utah
Date Photos were taken: June 9, 2020 ■ Terracon Project No. 61207172
Responsive ■ Resourceful ■ Reliable

Photo #37 East-adjoining Washington Street
and a large vacant warehouse (former Mrs.
Fields).
Photo #38 South-adjoining vacant land.

Photo #39 Southwest-adjoining railroad tracks
and stores, looking south.
Photo #40 Southwest-adjoining railroad tracks
and food trucks, looking north.

APPENDIX C
HISTORICAL DOCUMENTATION AND USER QUESTIONNAIRE
Client/User Required Questionnaire
Responsive n Resourceful n Reliable
Person Completing Questionnaire Name:
Company:
Phone:
Email:
Site Name
Site Address
Point of Contact for Access Name:
Company:
Phone:
Email:
Access Restrictions or Special Site
Requirements?
___No ___Yes (If yes, please explain)
Confidentiality Requirements?___No ___Yes (If yes, please explain)
Current Site Owner Name:
Company:
Phone:
Email:
Current Site Operator Name:
Company:
Phone:
Email:
Reasons for ESA
(e.g., financing, acquisition, lease, etc.)
Anticipated Future Site Use
Relevant Documents?Please provide Terracon copies of prior Phase I or II ESAs, Asbestos Surveys,
Environmental Permits or Audit documents, Underground Storage Tank documents,
Geotechnical Investigations, Site Surveys, Diagrams or Maps, or other relevant reports
or documents.
ASTM User Questionnaire
In order to qualify for one of the Landowner Liability Protections (LLPs) offered by the Small Business Relief and Brownfields Revitalization Act of
2001 (the “Brownfields Amendments”), the user must respond to the following questions. Failure to provide this information to the environmental
professional may result in significant data gaps, which may limit our ability to identify recognized environmental conditions resulting in a
determination that “all appropriate inquiry” is not complete. This form represents a type of interview and as such, the user has an obligation to
answer all questions in good faith, to the extent of their actual knowledge.
1) Did a search of recorded land title records (or judicial records where appropriate) identify any environmental liens filed or
recorded against the property under federal, tribal, state, or local law (40 CFR 312.25)?
___No ___Yes ___Title search not completed (If yes, explain below and send Terracon a copy of the Chain of Title report.)
2) Did a search of recorded land title records (or judicial records where appropriate) identify any activity and use limitations
(AULs), such as engineering controls, land use restrictions, or institutional controls that are in place at the property and/or have
been filed or recorded against the property under federal, tribal, state, or local law (40 CFR 312.26)?
___No ___Yes ___Title search not completed (If yes, explain below and send Terracon a copy of the Chain of Title report.)
3) Do you have any specialized knowledge or experience related to the site or nearby properties? For example, are you involved
in the same line of business as the current or former occupants of the site or an adjoining property so that you would have
specialized knowledge of the chemicals and processes used by this type of business (40 CFR 312-28)?
___No ___Yes (If yes, explain below)
4) Do you have actual knowledge of a lower purchase price because contamination is known or believed to be present at the site
(40 CFR 312.29)?
___No ___Yes ___Not applicable (If yes, explain below)
5) Are you aware of commonly known or reasonably ascertainable information about the site that would help the environmental
professional to identify conditions indicative of releases or threatened releases (40 CFR 312.30)?
___No ___Yes (If yes, explain below)
6) Based on your knowledge and experience related to the site, are there any obvious indicators that point to the presence or
likely presence of contamination at the site (40 CFR 312.31)?
___No ___Yes (If yes, explain below)
Comments or explanations:
Certified Sanborn® Map Report
Inquiry Number:
6 Armstrong Road, 4th floor
Shelton, CT 06484
Toll Free: 800.352.0050
www.edrnet.com
Proposed Apartments
255, 259, 269 Brooklyn & 1038, 1050 S. Washington
Salt Lake City, UT 84101
June 03, 2020
6080985.3
Certified Sanborn® Map Report
Certified Sanborn Results:
Disclaimer - Copyright and Trademark Notice
EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein
are the property of their respective owners.
page-
The Sanborn Library includes more than 1.2 million
fire insurance maps from Sanborn, Bromley, Perris &
Browne, Hopkins, Barlow and others which track
historical property usage in approximately 12,000
American cities and towns. Collections searched:
Library of Congress
University Publications of America
EDR Private Collection
The Sanborn Library LLC Since 1866™
Limited Permission To Make Copies
Sanborn® Library search results
Contact:EDR Inquiry #
Site Name: Client Name:
Certification #
PO #
Project
1986
1950
1949
1911
1898
06/03/20
255, 259, 269 Brooklyn & 1038, 1050 S. Washington
Proposed Apartments Terracon
6949 South High Tech Drive
Salt Lake City, UT 84101
6080985.3
Midvale, UT 84047
Tina Cheney
The Sanborn Library has been searched by EDR and maps covering the target property location as provided by Terracon were identified for
the years listed below. The Sanborn Library is the largest, most complete collection of fire insurance maps. The collection includes maps
from Sanborn, Bromley, Perris & Browne, Hopkins, Barlow, and others. Only Environmental Data Resources Inc. (EDR) is authorized to
grant rights for commercial reproduction of maps by the Sanborn Library LLC, the copyright holder for the collection. Results can be
authenticated by visiting www.edrnet.com/sanborn.
The Sanborn Library is continually enhanced with newly identified map archives. This report accesses all maps in the collection as of the
day this report was generated.
A4D9-4EB7-9969
NA
Maps Provided:
61207172
Certification #: A4D9-4EB7-9969
Terracon (the client) is permitted to make up to FIVE photocopies of this Sanborn Map transmittal and each fire insurance map accompanying this report solely for the
limited use of its customer. No one other than the client is authorized to make copies. Upon request made directly to an EDR Account Executive, the client may be
permitted to make a limited number of additional photocopies. This permission is conditioned upon compliance by the client, its customer and their agents with EDR's
copyright policy; a copy of which is available upon request.
This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot
be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY
EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY
DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE
OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE,
WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING,
WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL
DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any
analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to
provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I
Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property.
Additionally, the information provided in this Report is not to be construed as legal advice.
Copyright 2020 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of
Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission.
6080985 3 2
page-
Sanborn Sheet Key
This Certified Sanborn Map Report is based upon the following Sanborn
Fire Insurance map sheets.
1986 Source Sheets
1986
Volume 2, Sheet 160
1986
Volume 2, Sheet 179
1986
Volume 2, Sheet 181
1950 Source Sheets
1950
Volume 2, Sheet 160
1950
Volume 2, Sheet 179
1950
Volume 2, Sheet 181
1949 Source Sheets
1949
Volume 2, Sheet 160
1949
Volume 2, Sheet 179
1949
Volume 2, Sheet 181
1911 Source Sheets
1911
Volume 2, Sheet 160
1911
Volume 2, Sheet 179
1911
Volume 2, Sheet 181
6080985 3 3
page-
Sanborn Sheet Key
This Certified Sanborn Map Report is based upon the following Sanborn
Fire Insurance map sheets.
1898 Source Sheets
1898
Volume 1, Sheet 36
6080985 3 4
0 Feet 300 600150
Certified Sanborn Map 1986
Site Name:
Address:
City, ST, ZIP:
Client:Terracon
EDR Inquiry:6080985.3
Order Date:06/03/2020
Certification #
A4
D
9
-
4
E
B
7
-
9
9
6
9
A4D9-4EB7-9969
Copyright 1986
Volume 2, Sheet 181
Volume 2, Sheet 179
Volume 2, Sheet 160
Project Manager:Project No:1986 SANBORN MAP
Drawn By:Scale:
Checked By:File Name:
Approved By:Date:
1986
6080985 3 page 5
0 Feet 300 600150
Certified Sanborn Map 1950
Site Name:
Address:
City, ST, ZIP:
Client:Terracon
EDR Inquiry:6080985.3
Order Date:06/03/2020
Certification #
A4
D
9
-
4
E
B
7
-
9
9
6
9
A4D9-4EB7-9969
Copyright 1950
Volume 2, Sheet 181
Volume 2, Sheet 179
Volume 2, Sheet 160
Project Manager:Project No:1950 SANBORN MAP
Drawn By:Scale:
Checked By:File Name:
Approved By:Date:
1950
6080985 3 page 6
0 Feet 300 600150
Certified Sanborn Map 1949
Site Name:
Address:
City, ST, ZIP:
Client:Terracon
EDR Inquiry:6080985.3
Order Date:06/03/2020
Certification #
A4
D
9
-
4
E
B
7
-
9
9
6
9
A4D9-4EB7-9969
Copyright 1949
Volume 2, Sheet 181
Volume 2, Sheet 179
Volume 2, Sheet 160
Project Manager:Project No:1949 SANBORN MAP
Drawn By:Scale:
Checked By:File Name:
Approved By:Date:
1949
6080985 3 page 7
0 Feet 300 600150
Certified Sanborn Map 1911
Site Name:
Address:
City, ST, ZIP:
Client:Terracon
EDR Inquiry:6080985.3
Order Date:06/03/2020
Certification #
A4
D
9
-
4
E
B
7
-
9
9
6
9
A4D9-4EB7-9969
Copyright 1911
Volume 2, Sheet 181
Volume 2, Sheet 179
Volume 2, Sheet 160
Project Manager:Project No:1911 SANBORN MAP
Drawn By:Scale:
Checked By:File Name:
Approved By:Date:
1911
6080985 3 page 8
0 Feet 300 600150
Certified Sanborn Map 1898
Site Name:
Address:
City, ST, ZIP:
Client:Terracon
EDR Inquiry:6080985.3
Order Date:06/03/2020
Certification #
A4
D
9
-
4
E
B
7
-
9
9
6
9
A4D9-4EB7-9969
Copyright 1898
Volume 1, Sheet 36
Project Manager:Project No:1898 SANBORN MAP
Drawn By:Scale:
Checked By:File Name:
Approved By:Date:
1898
6080985 3 page 9
The EDR Aerial Photo Decade Package
Proposed Apartments
255, 259, 269 Brooklyn & 1038, 1050 S. Washington
Salt Lake City, UT 84101
Inquiry Number:
June 03, 2020
6080985.5
6 Armstrong Road, 4th floor
Shelton, CT 06484
Toll Free: 800.352.0050
www.edrnet.com
2016 1"=500'Flight Year: 2016 USDA/NAIP
2011 1"=500'Flight Year: 2011 USDA/NAIP
2006 1"=500'Flight Year: 2006 USDA/NAIP
1997 1"=500'Acquisition Date: October 04, 1997 USGS/DOQQ
1993 1"=500'Flight Date: August 14, 1993 USGS
1987 1"=500'Flight Date: September 09, 1987 USGS
1981 1"=500'Flight Date: August 04, 1981 USDA
1977 1"=500'Flight Date: June 28, 1977 USDA
1971 1"=500'Flight Date: October 09, 1971 USDA
1965 1"=500'Flight Date: June 01, 1965 USDA
1962 1"=500'Flight Date: August 02, 1962 USGS
1958 1"=500'Flight Date: May 27, 1958 USDA
1952 1"=500'Flight Date: September 01, 1952 USDA
1946 1"=500'Flight Date: August 16, 1946 USDA
1937 1"=500'Flight Date: October 09, 1937 USDA
EDR Aerial Photo Decade Package 06/03/20
Proposed Apartments
Site Name:Client Name:
Terracon
255, 259, 269 Brooklyn & 1038, 1050 S. Washington6949 South High Tech Drive
Salt Lake City, UT 84101 Midvale, UT 84047
EDR Inquiry #6080985.5 Contact:Tina Cheney
Environmental Data Resources, Inc. (EDR) Aerial Photo Decade Package is a screening tool designed to assist
environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR’s
professional researchers provide digitally reproduced historical aerial photographs, and when available, provide one photo
per decade.
Search Results:
Year Scale Details Source
When delivered electronically by EDR, the aerial photo images included with this report are for ONE TIME USE
ONLY. Further reproduction of these aerial photo images is prohibited without permission from EDR. For more
information contact your EDR Account Executive.
Disclaimer - Copyright and Trademark Notice
This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot
be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY
EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY
DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE
OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE,
WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING,
WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL
DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any
analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to
provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I
Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property.
Additionally, the information provided in this Report is not to be construed as legal advice.
Copyright 2020 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of
Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission.
EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are
the property of their respective owners.
6080985 5-page 2
Aerial Photograph
0 Feet 500 1000 2000
Project Manager:Project No:
Drawn By:Scale:
2016 AERIAL PHOTOGRAPH
Checked By:File Name:
Date:Approved By:
2016
6080985 5 page 3
2016
Aerial Photograph
0 Feet 500 1000 2000
Project Manager:Project No:
Drawn By:Scale:
2011 AERIAL PHOTOGRAPH
Checked By:File Name:
Date:Approved By:
2011
6080985 5 page 4
2011
Aerial Photograph
0 Feet 500 1000 2000
Project Manager:Project No:
Drawn By:Scale:
2006 AERIAL PHOTOGRAPH
Checked By:File Name:
Date:Approved By:
2006
6080985 5 page 5
2006
Aerial Photograph
0 Feet 500 1000 2000
Project Manager:Project No:
Drawn By:Scale:
1997 AERIAL PHOTOGRAPH
Checked By:File Name:
Date:Approved By:
1997
6080985 5 page 6
1997
Aerial Photograph
0 Feet 500 1000 2000
Project Manager:Project No:
Drawn By:Scale:
1993 AERIAL PHOTOGRAPH
Checked By:File Name:
Date:Approved By:
1993
6080985 5 page 7
1993
Aerial Photograph
0 Feet 500 1000 2000
Project Manager:Project No:
Drawn By:Scale:
1987 AERIAL PHOTOGRAPH
Checked By:File Name:
Date:Approved By:
1987
6080985 5 page 8
1987
Aerial Photograph
0 Feet 500 1000 2000
Project Manager:Project No:
Drawn By:Scale:
1981 AERIAL PHOTOGRAPH
Checked By:File Name:
Date:Approved By:
1981
6080985 5 page 9
1981
Aerial Photograph
0 Feet 500 1000 2000
Project Manager:Project No:
Drawn By:Scale:
1977 AERIAL PHOTOGRAPH
Checked By:File Name:
Date:Approved By:
1977
6080985 5 page 10
1977
Aerial Photograph
0 Feet 500 1000 2000
Project Manager:Project No:
Drawn By:Scale:
1971 AERIAL PHOTOGRAPH
Checked By:File Name:
Date:Approved By:
1971
6080985 5 page 11
1971
Aerial Photograph
0 Feet 500 1000 2000
Project Manager:Project No:
Drawn By:Scale:
1965 AERIAL PHOTOGRAPH
Checked By:File Name:
Date:Approved By:
1965
6080985 5 page 12
1965
Aerial Photograph
0 Feet 500 1000 2000
Project Manager:Project No:
Drawn By:Scale:
1962 AERIAL PHOTOGRAPH
Checked By:File Name:
Date:Approved By:
1962
6080985 5 page 13
1962
Aerial Photograph
0 Feet 500 1000 2000
Project Manager:Project No:
Drawn By:Scale:
1958 AERIAL PHOTOGRAPH
Checked By:File Name:
Date:Approved By:
1958
6080985 5 page 14
1958
Aerial Photograph
0 Feet 500 1000 2000
Project Manager:Project No:
Drawn By:Scale:
1952 AERIAL PHOTOGRAPH
Checked By:File Name:
Date:Approved By:
1952
6080985 5 page 15
1952
Aerial Photograph
0 Feet 500 1000 2000
Project Manager:Project No:
Drawn By:Scale:
1946 AERIAL PHOTOGRAPH
Checked By:File Name:
Date:Approved By:
1946
6080985 5 page 16
1946
Aerial Photograph
0 Feet 500 1000 2000
Project Manager:Project No:
Drawn By:Scale:
1937 AERIAL PHOTOGRAPH
Checked By:File Name:
Date:Approved By:
1937
6080985 5 page 17
1937
APPENDIX D
ENVIRONMENTAL DATABASE INFORMATION
FORM-LBD-KXG
®kcehCoeG htiw tropeR ™paM suidaR RDE ehT
6 Armstrong Road, 4th floor
Shelton, CT 06484
Toll Free: 800.352.0050
www.edrnet.com
Proposed Apartments
255, 259, 269 Brooklyn & 1038, 1050 S. Washington
Salt Lake City, UT 84101
Inquiry Number: 6080985.2s
June 03, 2020
SECTION PAGE
Executive Summary ES1
Overview Map 2
Detail Map 3
Map Findings Summary 4
Map Findings 8
Orphan Summary 155
Government Records Searched/Data Currency Tracking GR-1
GEOCHECK ADDENDUM
Physical Setting Source Addendum A-1
Physical Setting Source Summary A-2
Physical Setting SSURGO Soil Map A-5
Physical Setting Source Map A-10
Physical Setting Source Map Findings A-12
Physical Setting Source Records Searched PSGR-1
TC6080985.2s Page 1
Thank you for your business.
Please contact EDR at 1-800-352-0050
with any questions or comments.
Disclaimer - Copyright and Trademark Notice
This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data
Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from
other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL
DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION,
MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL
ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE,
ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL,
CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY
LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings,
environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor
should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I
Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any
property. Additionally, the information provided in this Report is not to be construed as legal advice.
Copyright 2020 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole
or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission.
EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other
trademarks used herein are the property of their respective owners.
TABLE OF CONTENTS
TC6080985.2s Page 1 of 3
39 DALTON’S EDGE MULTI- 1040 SOUTH 400 WEST UT VCP Lower 933, 0.177, West
J38 VOGUE CLEANING 906 S 200 W UT LUST, UT UST Higher 913, 0.173, NNE
J37 FORMER HENRIES DRY C 906 SOUTH 200 WEST UT VCP, UT EWA Higher 913, 0.173, NNE
J36 HENRIES DRY CLEANERS 906 SOUTH 200 WEST RCRA NonGen / NLR, FINDS, ECHO, UT DRYCLEANERS Higher 913, 0.173, NNE
J35 HENRIE’S DRY CLEANER 906 S 200 W US BROWNFIELDS Higher 913, 0.173, NNE
I34 VENTURA’S CUSTOM AUT 372 WEST AMERICAN AV RCRA-VSQG Lower 899, 0.170, NW
I33 WASATCH BODY SHOP 373 AMERICAN AVE RCRA-VSQG Lower 865, 0.164, NW
H32 HALVERSON CO 235 PAXTON AVE RCRA-VSQG, FINDS, ECHO Higher 854, 0.162, SSE
F31 RETEP CORPORATION 216 PAXTON AVE RCRA NonGen / NLR Higher 829, 0.157, SSE
30 SEMI SERVICE INC 1082 SOUTH 300 WEST RCRA NonGen / NLR, FINDS, ECHO Lower 803, 0.152, WSW
I29 GLENS POLISH AND PAI 337 AMERICAN AVE RCRA-VSQG Lower 800, 0.152, NW
F28 RETEP 216 W. PAXTON 216 W. PAXTON AVE. SEMS-ARCHIVE, ECHO Higher 795, 0.151, SSE
G27 FUEL INJ SVC DEPT 1161 SO 300 W RCRA NonGen / NLR Lower 790, 0.150, South
H26 TB ENTERPRISIS INC 244 WEST PAXTON AVE RCRA NonGen / NLR, FINDS, ECHO Lower 784, 0.148, SSE
G25 YOUNG ELECTRIC SIGN 1148 SOUTH 300 WEST RCRA NonGen / NLR Lower 742, 0.141, SSW
F24 ROBERT KELLY WAREHOU 1112 S 200 W UT UST Lower 716, 0.136, SSE
B23 POWER PRO 1030 GALE RCRA NonGen / NLR, FINDS, ECHO, CA HAZNET Higher 610, 0.116, West
C22 SERVCO HEATING & AIR 945 S 300 W UT UST Lower 584, 0.111, North
C21 FIAT REPAIR AUTO RPR 945 S 300 W EDR Hist Auto Lower 584, 0.111, North
D20 CRANKSHAFT GRINDING 1124 SOUTH 300 WEST RCRA NonGen / NLR Higher 528, 0.100, SSW
C19 ANDREWS ED INDEPENDE 968 WASHINGTON ST EDR Hist Auto Lower 447, 0.085, NNE
E18 ADVANCED FOUR WHEEL 1102 S 200 W EDR Hist Auto Lower 434, 0.082, SE
E17 ADVANCED FOUR WHEEL 1102 SOUTH 200 WEST RCRA-VSQG Lower 434, 0.082, SE
D16 SERVICE INC. DBA G & 1104 S 300 W UT UST Higher 417, 0.079, SSW
D15 G & K SERVICES 1104 SOUTH 300 WEST RCRA NonGen / NLR Higher 417, 0.079, SSW
14 CALIBER COLLISION CE 1095 SOUTH 300 WEST RCRA-VSQG Higher 375, 0.071, SSE
C13 RADIATOR REPAIR & SE 263 FAYETTE AVE EDR Hist Auto Lower 373, 0.071, NNE
C12 HARRIS AUTO SCRV AUT 265 FAYETTE AVE EDR Hist Auto Lower 372, 0.070, NNE
B11 REES GRACE MRS 0 AUT 997 GALE EDR Hist Auto Higher 368, 0.070, West
10 QUALITY LINEN & TOWE 1024 SOUTH 200 WEST RCRA-VSQG, UT UST, RAATS, FINDS, ECHO Lower 292, 0.055, East
9 BJ’S SPECIALTY AUTO 1065 SOUTH 300 WEST RCRA NonGen / NLR Higher 149, 0.028, South
A8 CUMMINS INTERMOUNTAI 1030 SOUTH 300 WEST RCRA NonGen / NLR, FINDS, ECHO Higher 75, 0.014, WNW
A7 CUMMINS ROCKY MOUNTA 1030 S 300 W UT LUST, UT UST Higher 75, 0.014, WNW
A6 FORMER CUMMINS INTER 1030 SOUTH 300 WEST UT VCP Higher 75, 0.014, WNW
A5 SALT LAKE CHROME PLA 1050 WASHINGTON STRE FINDS, ECHO TP
A4 SALT LAKE CHROME PLA 1050 SOUTH WASHINGTO ICIS, FINDS TP
A3 SALT LAKE CHROME PLA 1050 S WASHINGTON ST FINDS TP
A2 SALT LAKE CHROME PLA 1050 WASHINGTON STRE UT NPDES TP
A1 SALT LAKE CHROME PLA 1050 WASHINGTON ST RCRA-SQG TP
MAPPED SITES SUMMARY
Target Property Address:
255, 259, 269 BROOKLYN & 1038, 1050 S. WASHINGTON
SALT LAKE CITY, UT 84101
Click on Map ID to see full detail.
MAP RELATIVE DIST (ft. & mi.)
ID DATABASE ACRONYMS ELEVATION DIRECTIONSITE NAME ADDRESS
TC6080985.2s Page 2 of 3
R78 JEFFERSON SCHOOL APA 1301 SOUTH WEST TEMP US BROWNFIELDS, FINDS Higher 1992, 0.377, SE
S77 GENE PENMAN 66 775 S 300 W UT LUST, UT UST Lower 1982, 0.375, North
76 SALT LAKE CITY-9TH S 900 S 500 W UT LUST, UT UST Lower 1980, 0.375, WNW
75 VACANT PROPERTY 50 W 900 S UT LUST, UT UST, UT AST Higher 1922, 0.364, NE
74 BORDEN INC., MEADOW 1030 S MAIN ST UT LUST, UT UST Higher 1917, 0.363, East
S73 FLEET MANAGEMENT YAR 325 W 800 S UT LUST, UT UST Lower 1885, 0.357, NNW
S72 FLEET MANAGEMENT YAR 325 W 800 S UT LUST, UT UST Lower 1885, 0.357, NNW
S71 OLD GAS STATION SITE 800 S 300 W UT LUST, UT UST Lower 1870, 0.354, North
70 FREED CHRYSLER PLYMO 1100 S MAIN ST UT LUST, UT UST Higher 1828, 0.346, ESE
R69 7-ELEVEN 1851-27126 114 W 1300 S UT LUST, UT UST, UT Financial Assurance Higher 1812, 0.343, SE
Q68 UTAH BARREL AND SCRA 850 SOUTH 400 WEST A UT INST CONTROL, UT VCP, UT EWA Lower 1771, 0.335, NNW
Q67 UTAH BARREL AND SCRA 850 SOUTH 400 WEST US BROWNFIELDS Lower 1771, 0.335, NNW
66 CARLESON CADILLAC 1070 SOUTH MAIN UT LUST, UT UST, RCRA NonGen / NLR, FINDS, ECHO Higher 1717, 0.325, East
P65 SEARS ROEBUCK AND CO 175 WEST 1300 SOUTH RCRA-VSQG, UT LUST, UT UST Higher 1701, 0.322, SSE
O64 GOODYEAR/TIRE WORLD 1313 S 300 W UT LUST, UT UST Lower 1698, 0.322, South
P63 ALLEN STEEL 1340 S 200 W UT LUST, UT UST Higher 1695, 0.321, SSE
62 CNG AMERICA SLC 110 W 900 S UT LUST, UT UST Higher 1599, 0.303, NE
61 RAVARINO PRODUCE COM 1031 S WEST TEMPLE UT LUST, UT UST Higher 1591, 0.301, East
60 JERRY SEINER CHEVROL 320 W 1300 S UT LUST, UT UST Lower 1496, 0.283, SSW
O59 VALUE CAR RENTAL 1290 S 300 W UT LUST, UT UST Lower 1495, 0.283, South
N58 DAVID ORR/JEFF LYONS 929 S RIO GRANDE ST UT LUST, UT UST Lower 1455, 0.276, WNW
L57 CRYSTAL TRUCKING COM 451 W FAYETTE AVE ( UT LUST, UT UST Lower 1369, 0.259, WNW
L56 NICHOLAS & COMPANY F 500 W FAYETTE AVENUE UT LUST, UT UST Lower 1368, 0.259, West
55 JACKS PROPERTY 156 W 900 S UT LUST, UT UST Higher 1345, 0.255, NE
54 OLD GAS STATION - PR 879 S 300 W UT LUST, UT UST Lower 1313, 0.249, North
N53 C/O METRO STEEL 401 W 900 S UT UST Lower 1312, 0.248, NW
M52 208 W 900 S_SPY HOP 208 W 900 S US BROWNFIELDS Higher 1255, 0.238, NNE
M51 ALLEY RIGHT-OF-WAY B 208 W 900 S UT UST Higher 1255, 0.238, NNE
M50 RICCI INVESTMENT CO 208 W 900 S UT LUST, UT UST Higher 1255, 0.238, NNE
K49 300 WEST TOWN CENTER 1200 SOUTH 300 WEST UT VCP Lower 1243, 0.235, South
K48 300 WEST TOWN CENTER 1200 SOUTH 300 WEST UT INST CONTROL Lower 1243, 0.235, South
L47 NORM BULLOCK TOWING 435 W FAYETTE AVE ( UT LUST, UT UST Lower 1218, 0.231, WNW
J46 HENRIES DRY CLEANERS 201 WEST 900 SOUTH UT DRYCLEANERS Higher 1147, 0.217, NNE
K45 FUEL INJ SVC CO INC 1197 SO 300 W RCRA NonGen / NLR Lower 1142, 0.216, South
44 TARGET STORE T2641 1110 S 300 W RCRA-LQG Lower 1137, 0.215, SW
43 SUPERIOR GRINDING AN 344 WEST PAXTON AVE RCRA-VSQG Lower 1074, 0.203, SSW
K42 DOYLES BODY AND PAIN 1191 SOUTH 300 WEST RCRA-VSQG, FINDS, ECHO Lower 1064, 0.202, South
K41 PETROLEUM EQUIPMENT 1174 S 300 W UT LUST, UT UST Lower 1021, 0.193, South
40 CITY WELDING & RADIA 259 WEST 900 SOUTH RCRA NonGen / NLR, FINDS, ECHO Higher 980, 0.186, North
MAPPED SITES SUMMARY
Target Property Address:
255, 259, 269 BROOKLYN & 1038, 1050 S. WASHINGTON
SALT LAKE CITY, UT 84101
Click on Map ID to see full detail.
MAP RELATIVE DIST (ft. & mi.)
ID DATABASE ACRONYMS ELEVATION DIRECTIONSITE NAME ADDRESS
TC6080985.2s Page 3 of 3
102 FRANK EDWARDS CO 520 W 1300 S UT LUST, UT UST Lower 2635, 0.499, SW
W101 LELIS TRANSMISSION 845 SOUTH MAIN STREE US BROWNFIELDS Higher 2625, 0.497, ENE
W100 LELIS TRANSMISSIONS 845 S MAIN UT LUST, UT UST Higher 2625, 0.497, ENE
99 PROGRESSIVE PLATING 777 WEST SOUTH TEMPL UT LUST, UT UST, RCRA NonGen / NLR, FINDS, ECHO,... Higher 2598, 0.492, NE
W98 COMMERCIAL PROPANE 865 S MAIN ST UT LUST, UT UST Higher 2486, 0.471, ENE
97 MARK MILLER TOYOTA 730 SOUTH WEST TEMPL RCRA-VSQG, UT LUST, UT UST Higher 2473, 0.468, NNE
V96 S.L.C. FIRE DEPT. ST 15 W 1300 S UT LUST, UT UST Higher 2410, 0.456, SE
95 GALIGHER ASH CO. 800 S 440 WEST SEMS-ARCHIVE, RCRA-SQG Lower 2382, 0.451, NW
V94 MAVERIK #332 1270 S MAIN ST UT LUST, UT UST, UT Financial Assurance Higher 2367, 0.448, SE
U93 CALVARY BAPTIST CHUR 55 E HARVARD AVE (11 UT LUST, UT UST Higher 2342, 0.444, ESE
92 RICK WARNER FORD TRU 1365 S 400 W UT LUST, UT UST Lower 2296, 0.435, SSW
91 ROLLINS LEASING CORP 1260 S 500 W UT LUST, UT UST Lower 2289, 0.434, SW
90 SCOTTS SERVICENTER 33 E HERBERT AVE UT LUST, UT UST Higher 2279, 0.432, East
89 SATURN OF SALT LAKE 770 S WEST TEMPLE UT LUST, UT UST Higher 2275, 0.431, NNE
U88 JODY WILKINSON ACURA 1111 SOUTH MAIN STRE RCRA-VSQG, UT LUST, UT UST Higher 2245, 0.425, ESE
87 UNION POINT CONSTRUC 1132 S 500 W UT LUST, UT UST Lower 2154, 0.408, WSW
86 RASBAND DIESEL SERVI 1365 S 300 W UT LUST, UT UST Lower 2144, 0.406, South
85 PIONEER WHOLESALE 920 S 500 W UT LUST, UT UST Lower 2137, 0.405, WNW
84 DEVROOM’S GARAGE 777 S 300 W UT LUST, UT UST Lower 2136, 0.405, North
83 TOP STOP C-20 52 W 1300 S UT LUST, UT UST Higher 2127, 0.403, SE
T82 FORMER COCA COLA BOT 875 S WEST TEMPLE UT LUST Higher 2097, 0.397, NE
81 VAUGHT’S MEATS 220 W CALIFORNIA ST UT LUST, UT UST Higher 2087, 0.395, SSE
T80 7-ELEVEN 1851-26282 111 W 800 S UT LUST, UT UST, UT Financial Assurance Higher 2070, 0.392, NE
79 UNISOURCE 1000 S 500 W UT LUST, UT UST Lower 2068, 0.392, West
MAPPED SITES SUMMARY
Target Property Address:
255, 259, 269 BROOKLYN & 1038, 1050 S. WASHINGTON
SALT LAKE CITY, UT 84101
Click on Map ID to see full detail.
MAP RELATIVE DIST (ft. & mi.)
ID DATABASE ACRONYMS ELEVATION DIRECTIONSITE NAME ADDRESS
EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.
34
.
5

k
V
4
2
4
0
4
2
4
0
4
4
2
4
0
4 2 4 0
42
4
0
4240
4 2 4 0
4240
0
EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.
MAP FINDINGS SUMMARY
Search
TargetDistance Total
Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted
STANDARD ENVIRONMENTAL RECORDS
Federal NPL site list
0 NR 0 0 0 0 1.000NPL
0 NR 0 0 0 0 1.000Proposed NPL
0 NR 0 0 0 0 1.000NPL LIENS
Federal Delisted NPL site list
0 NR 0 0 0 0 1.000Delisted NPL
Federal CERCLIS list
0 NR NR 0 0 0 0.500FEDERAL FACILITY
0 NR NR 0 0 0 0.500SEMS
Federal CERCLIS NFRAP site list
2 NR NR 1 1 0 0.500SEMS-ARCHIVE
Federal RCRA CORRACTS facilities list
0 NR 0 0 0 0 1.000CORRACTS
Federal RCRA non-CORRACTS TSD facilities list
0 NR NR 0 0 0 0.500RCRA-TSDF
Federal RCRA generators list
1 NR NR NR 1 0 0.250RCRA-LQG
1 NR NR NR 0 0 0.250 1RCRA-SQG
9 NR NR NR 6 3 0.250RCRA-VSQG
Federal institutional controls /
engineering controls registries
0 NR NR 0 0 0 0.500LUCIS
0 NR NR 0 0 0 0.500US ENG CONTROLS
0 NR NR 0 0 0 0.500US INST CONTROLS
Federal ERNS list
0 NR NR NR NR NR TPERNS
State- and tribal - equivalent CERCLIS
N/A N/A N/A N/A N/A N/A N/AUT SHWS
State and tribal landfill and/or
solid waste disposal site lists
0 NR NR 0 0 0 0.500UT SWF/LF
State and tribal leaking storage tank lists
0 NR NR 0 0 0 0.500UT LAST
49 NR NR 43 5 1 0.500UT LUST
0 NR NR 0 0 0 0.500INDIAN LUST
State and tribal registered storage tank lists
0 NR NR NR 0 0 0.250FEMA UST
TC6080985.2s Page 4
MAP FINDINGS SUMMARY
Search
TargetDistance Total
Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted
12 NR NR NR 8 4 0.250UT UST
0 NR NR NR 0 0 0.250UT AST
0 NR NR NR 0 0 0.250INDIAN UST
State and tribal institutional
control / engineering control registries
2 NR NR 1 1 0 0.500UT INST CONTROL
State and tribal voluntary cleanup sites
5 NR NR 1 3 1 0.500UT VCP
0 NR NR 0 0 0 0.500INDIAN VCP
State and tribal Brownfields sites
0 NR NR 0 0 0 0.500UT BROWNFIELDS
ADDITIONAL ENVIRONMENTAL RECORDS
Local Brownfield lists
5 NR NR 3 2 0 0.500US BROWNFIELDS
Local Lists of Landfill / Solid
Waste Disposal Sites
0 NR NR 0 0 0 0.500INDIAN ODI
0 NR NR 0 0 0 0.500ODI
0 NR NR 0 0 0 0.500DEBRIS REGION 9
0 NR NR 0 0 0 0.500IHS OPEN DUMPS
Local Lists of Hazardous waste /
Contaminated Sites
0 NR NR NR NR NR TPUS HIST CDL
0 NR NR NR NR NR TPUT CDL
0 NR NR NR NR NR TPUS CDL
0 NR NR 0 0 0 0.500UT PFAS
Local Land Records
0 NR NR NR NR NR TPLIENS 2
Records of Emergency Release Reports
0 NR NR NR NR NR TPHMIRS
0 NR NR NR NR NR TPUT SPILLS
0 NR NR NR NR NR TPUT SPILLS 90
Other Ascertainable Records
13 NR NR NR 8 5 0.250RCRA NonGen / NLR
0 NR 0 0 0 0 1.000FUDS
0 NR 0 0 0 0 1.000DOD
0 NR NR 0 0 0 0.500SCRD DRYCLEANERS
0 NR NR NR NR NR TPUS FIN ASSUR
0 NR NR NR NR NR TPEPA WATCH LIST
0 NR NR NR 0 0 0.2502020 COR ACTION
TC6080985.2s Page 5
MAP FINDINGS SUMMARY
Search
TargetDistance Total
Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted
0 NR NR NR NR NR TPTSCA
0 NR NR NR NR NR TPTRIS
0 NR NR NR NR NR TPSSTS
0 NR 0 0 0 0 1.000ROD
0 NR NR NR NR NR TPRMP
0 NR NR NR NR NR TPRAATS
0 NR NR NR NR NR TPPRP
0 NR NR NR NR NR TPPADS
1 NR NR NR NR NR TP 1ICIS
0 NR NR NR NR NR TPFTTS
0 NR NR NR NR NR TPMLTS
0 NR NR NR NR NR TPCOAL ASH DOE
0 NR NR 0 0 0 0.500COAL ASH EPA
0 NR NR NR NR NR TPPCB TRANSFORMER
0 NR NR NR NR NR TPRADINFO
0 NR NR NR NR NR TPHIST FTTS
0 NR NR NR NR NR TPDOT OPS
0 NR 0 0 0 0 1.000CONSENT
0 NR 0 0 0 0 1.000INDIAN RESERV
0 NR 0 0 0 0 1.000FUSRAP
0 NR NR 0 0 0 0.500UMTRA
0 NR NR NR NR NR TPLEAD SMELTERS
0 NR NR NR NR NR TPUS AIRS
0 NR NR NR 0 0 0.250US MINES
0 NR NR NR 0 0 0.250ABANDONED MINES
3 NR NR NR NR NR TP 3FINDS
1 NR NR NR NR NR TP 1ECHO
0 NR NR NR NR NR TPDOCKET HWC
0 NR 0 0 0 0 1.000UXO
0 NR NR NR 0 0 0.250FUELS PROGRAM
0 NR NR NR NR NR TPUT EMI
2 NR NR NR 2 0 0.250UT DRYCLEANERS
0 NR NR NR NR NR TPUT EWA
0 NR NR NR NR NR TPUT Financial Assurance
0 NR NR NR NR NR TPUT FUDS
0 NR NR NR NR NR TPCA HAZNET
0 NR NR NR NR NR TPUT MMRP
1 NR NR NR NR NR TP 1UT NPDES
0 NR NR NR NR NR TPUT TIER 2
0 NR NR NR NR NR TPUT UIC
0 NR NR NR NR NR TPUT UOPF
0 NR NR NR NR NR TPMINES MRDS
EDR HIGH RISK HISTORICAL RECORDS
EDR Exclusive Records
0 NR 0 0 0 0 1.000EDR MGP
6 NR NR NR NR 6 0.125EDR Hist Auto
0 NR NR NR NR 0 0.125EDR Hist Cleaner
EDR RECOVERED GOVERNMENT ARCHIVES
Exclusive Recovered Govt. Archives
0 NR NR NR NR NR TPUT RGA LF
TC6080985.2s Page 6
MAP FINDINGS SUMMARY
Search
TargetDistance Total
Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted
0 NR NR NR NR NR TPUT RGA LUST
113 0 0 49 37 20 7- Totals --
NOTES:
TP = Target Property
NR = Not Requested at this Search Distance
Sites may be listed in more than one database
N/A = This State does not maintain a SHWS list. See the Federal CERCLIS list.
TC6080985.2s Page 7
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation:
2017-05-04 00:00:00.0Evaluation date:
Evaluation Action Summary:
No violations foundViolation Status:
NoUsed oil transporter:
NoUsed oil transfer facility:
NoUsed oil Specification marketer:
NoUsed oil fuel marketer to burner:
NoUser oil refiner:
NoUsed oil processor:
NoUsed oil fuel burner:
NoFurnace exemption:
NoOn-site burner exemption:
NoUnderground injection activity:
NoTreater, storer or disposer of HW:
NoTransporter of hazardous waste:
NoRecycler of hazardous waste:
NoMixed waste (haz. and radioactive):
NoU.S. importer of hazardous waste:
Handler Activities Summary:
OwnerOwner/Operator Type:
PrivateLegal status:
999-999-9999Owner/operator telephone:
DATA NOT REQUESTED, UT 99999
DATA NOT REQUESTEDOwner/operator address:
THEOBALD KEVINOwner/operator name:
Owner/Operator Summary:
hazardous waste at any time
waste during any calendar month, and accumulates more than 1000 kg of
hazardous waste at any time; or generates 100 kg or less of hazardous
waste during any calendar month and accumulates less than 6000 kg of
Handler: generates more than 100 and less than 1000 kg of hazardousDescription:
Small Small Quantity GeneratorClassification:
Facility is not located on Indian land. Additional information is not known.Land type:
08EPA Region:
801-355-2864Contact telephone:
USContact country:
SALT LAKE CITY, UT 84101
1050 WASHINGTON STContact address:
KEVIN THEOBALDContact:
SALT LAKE CITY, UT 84101
WASHINGTON STMailing address:
UTD981549876EPA ID:
SALT LAKE CITY, UT 84101
1050 WASHINGTON STFacility address:
SALT LAKE CHROME PLATING INCFacility name:
1987-07-02 00:00:00.0Date form received by agency:
RCRA-SQG:
Site 1 of 8 in cluster A
Actual:
4233 ft.

Property SALT LAKE CITY, UT 84101
Target 1050 WASHINGTON ST UTD981549876
A1 RCRA-SQGSALT LAKE CHROME PLATING INC 1000392593
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 8
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
StateEvaluation lead agency:
COMPLIANCE ASSISTANCE VISITEvaluation:
2011-04-26 00:00:00.0Evaluation date:
StateEvaluation lead agency:
SALT LAKE CHROME PLATING INC (Continued) 1000392593
8013552864Facility Oper Phone #:
84101Facility Oper Zip:
UTFacility Oper State:
SALT LAKE CITYFacility Oper City:
1050 WASHINGTON STREETFacility Oper Address:
SALT LAKE CHROME PLATINGFacility Oper Name:
NON CONSTRUCTIONNonConstruction Storm Water:
UTR000210Permit:
SALT LAKE CITY, UT 84101City,State,Zip:
1050 WASHINGTON STREETAddress:
SALT LAKE CHROME PLATINGName:
OperatorCertification Position:
[e-mail] Email:
-111.89806Facility Site Long:
40.74583Facility Site Lat:
INDUSTRIALPermit Type:
12/31/2020Date Coverage Expires:
02/01/2011Date Coverage Effective:
12/29/2010Date Noi Received:
12/29/2010Date Signed:
KEVIN THEOBALDCertification Name:
AAPrimary Sector:
AAGroup 3:
3471Primary SIC Code:
JORDAN RIVERReceiving Water Body:
SALT LAKE CITY PUBLIC UTILITIEMuni Operating Storm Sewer System:
801-355-2864Facility Site Contact Phone:
GENERAL MANAGERFacility Site Contact Title:
KEVIN THEOBALDFacility Site Contact Person:
801-355-2864Facility Oper Contact Phone:
GENERAL MANAGERFacility Oper Contact Title:
KEVIN THEOBALDFacility Oper Contact Person:
PRIVATEStatus Of Owner/Oper:
801-355-2864Facility Oper Phone #:
84101Facility Oper Zip:
UTFacility Oper State:
SALT LAKE CITYFacility Oper City:
1050 WASHINGTON STREETFacility Oper Address:
SALT LAKE CHROME PLATINGFacility Oper Name:
STORMWATERNonConstruction Storm Water:
ACTIVEPermit Status Desc:
UTR000210Permit:
SALT LAKE CITY, UT 84101City,State,Zip:
1050 WASHINGTON STREETAddress:
SALT LAKE CHROME PLATINGName:
NPDES:
Site 2 of 8 in cluster A
Actual:
4233 ft.

Property SALT LAKE CITY, UT 84101
Target 1050 WASHINGTON STREET N/A
A2 UT NPDESSALT LAKE CHROME PLATING S107868668
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 9
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
SALT LAKE CHROME PLATINGPermit Name:
NON-POTWPermit Type:
12/31/2020Date Coverage Expires:
11/09/2017Date Coverage Effective:
11/09/2017Date Coverage Issued/Renewed:
11/09/2017Date Noi Received:
GRAMANonConstruction Storm Water:
EffectivePermit Status Desc:
UTR000210Permit:
UTCity,State,Zip:
SALT LAKE CHROME PLATINGName:
111 53 53Facility Site Long:
40 44 45Facility Site Lat:
12/31/2015Date Coverage Expires:
02/01/2011Date Coverage Effective:
02/01/2011Date Coverage Issued/Renewed:
12/29/2010Date Noi Complete:
12/29/2010Date Noi Received:
11/15/2010Date Signed:
KEVIN THEOBALDCertification Name:
AAPrimary Sector:
AAGroup 3:
3471Primary SIC Code:
JORDAN RIVERReceiving Water Body:
SALT LAKE CITY PUBLIC UTILITIEMuni Operating Storm Sewer System:
801-355-2864Facility Site Contact Phone:
GENERAL MANAGERFacility Site Contact Title:
KEVIN THEOBALDFacility Site Contact Person:
8013552864Facility Oper Contact Phone:
GENERAL MANAGERFacility Oper Contact Title:
KEVIN THEOBALDFacility Oper Contact Person:
PStatus Of Owner/Oper:
SALT LAKE CHROME PLATING (Continued) S107868668
additional FINDS: detail in the EDR Site Report.
Click this hyperlink while viewing on your computer to access
OSHA ESTABLISHMENT
Environmental Interest/Information System:
registry_id=110070335376
http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_Facility URL:
110070335376Registry ID:
FINDS:
Site 3 of 8 in cluster A
Actual:
4233 ft.

Property SALT LAKE CITY, UT 84101
Target 1050 S WASHINGTON ST. N/A
A3 FINDSSALT LAKE CHROME PLATING & COLLISION PRODUCTS, INC 1024417520
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 10
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
additional FINDS: detail in the EDR Site Report.
Click this hyperlink while viewing on your computer to access
RISK AND TECHNOLOGY REVIEW
Environmental Interest/Information System:
registry_id=110070118014
http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_Facility URL:
110070118014Registry ID:
FINDS:
600018233Program System Acronym:
-111.89801Longitude in Decimal Degrees:
40.746672Latitude in Decimal Degrees:
NONCEA Type Code:
Administrative - InformalEnforcement Action Forum Desc:
ICISProgram System Acronym:
SALT LAKEFacility County:
Notice of Noncompliance IssuedEnforcement Action Type:
SALT LAKE CITY, UT 84101
1050 SOUTH WASHINGTON STREETFacility Address:
SALT LAKE CHROME PLATINGFacility Name:
SALT LAKE CHROME PLATING - SALT LAKE CITY UT - 312Action Name:
110010919578FRS ID:
08-200006064Enforcement Action ID:
ICIS:
Site 4 of 8 in cluster A
Actual:
4233 ft.

Property SALT LAKE CITY, UT 84101
Target FINDS1050 SOUTH WASHINGTON STREET N/A
A4 ICISSALT LAKE CHROME PLATING 1018299061
issued under the Clean Water Act. Under NPDES, all facilities that
the Compliance Information System (ICIS) tracks surface water permits
US National Pollutant Discharge Elimination System (NPDES) module of
AIR EMISSIONS CLASSIFICATION UNKNOWN
of the Clean Air Act.
redesign to support facility operating permits required under Title V
estimation of total national emissions. AFS is undergoing a major
to comply with regulatory programs and by EPA as an input for the
AFS data are utilized by states to prepare State Implementation Plans
used to track emissions and compliance data from industrial plants.
information concerning airborne pollution in the United States. AFS is
Aerometric Data (SAROAD). AIRS is the national repository for
National Emission Data System (NEDS), and the Storage and Retrieval of
Subsystem) replaces the former Compliance Data System (CDS), the
AFS (Aerometric Information Retrieval System (AIRS) Facility
Environmental Interest/Information System:
registry_id=110010919578
http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_Facility URL:
110010919578Registry ID:
FINDS:
Site 5 of 8 in cluster A
Actual:
4233 ft.

Property SALT LAKE CITY, UT 84101
Target ECHO1050 WASHINGTON STREET N/A
A5 FINDSSALT LAKE CHROME PLATING BUMPER EXCHANGE 1016124198
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 11
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
SALT LAKE CITY, UT 84101City,State,Zip:
1050 WASHINGTON STREETAddress:
SALT LAKE CHROME PLATING BUMPER EXCHANGEName:
http://echo.epa.gov/detailed-facility-report?fid=110010919578DFR URL:
110010919578Registry ID:
1016124198Envid:
ECHO:
additional FINDS: detail in the EDR Site Report.
Click this hyperlink while viewing on your computer to access
Incident Tracking, Compliance Assistance, and Compliance Monitoring.
that support Compliance and Enforcement programs. These include;
has the capability to track other activities occurring in the Region
that information with Federal actions already in the system. ICIS also
Compliance System (PCS) which supports the NPDES and will integrate
it Headquarters. A future release of ICIS will replace the Permit
information is maintained in ICIS by EPA in the Regional offices and
Federal Administrative and Judicial enforcement actions. This
a single repository for that information. Currently, ICIS contains all
replace EPA’s independent databases that contain Enforcement data with
information across most of EPA’s programs. The vision for ICIS is to
complete, will contain integrated Enforcement and Compliance
Compliance Information System and provides a database that, when
ICIS (Integrated Compliance Information System) is the Integrated
operations.
Environmental Quality (UDEQ) mechanism for compliance and permitting
The CIM (Utah - Common Identifier Mechanism) is Utah’s Department of
corrective action activities required under RCRA.
program staff to track the notification, permit, compliance, and
and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA
events and activities related to facilities that generate, transport,
Conservation and Recovery Act (RCRA) program through the tracking of
RCRAInfo is a national information system that supports the Resource
discharge does not adversely affect water quality.
requirements, and include other provisions to ensure that the
limits on what can be discharged, impose monitoring and reporting
States are required to obtain a permit. The permit will likely contain
discharge pollutants from any point source into waters of the United
SALT LAKE CHROME PLATING BUMPER EXCHANGE (Continued) 1016124198
2/19/2008Date Of Completion:
05/24/2005Date Of Agreement:
02/24/2005Date Of Application:
Certificate of Completion issuedStatus:
DAVID BIRDProject Manager:
7.00Site Acreage:
VCP-C039VCP Number:
SALT LAKE CITY, UTCity,State,Zip:
1030 SOUTH 300 WESTAddress:
FORMER CUMMINS INTERMOUNTAIN INC.Name:
VCP:
75 ft. Site 6 of 8 in cluster A
0.014 mi.
Relative:
Higher
Actual:
4233 ft.

< 1/8 SALT LAKE CITY, UT
WNW 1030 SOUTH 300 WEST N/A
A6 UT VCPFORMER CUMMINS INTERMOUNTAIN INC. S106785190
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 12
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
8Closed Tanks:
8Total Tanks:
[phone]Owner Phone:
WEST VALLEY CITY, UT 84120Owner City,St,Zip:
2167 S 5370 WOwner Address:
CUMMINS ROCKY MOUNTAIN LLCOwner Name:
4000203Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
1030 S 300 WAddress:
CUMMINS ROCKY MOUNTAIN LLCName:
UST:
Hong-Lei TaoProject Manager:
WEST VALLEY CITY, UT 84120Owner City,St,Zip:
84120Owner Zip:
UTOwner State:
WEST VALLEY CITYOwner City:
2167 S 5370 WOwner Address:
CUMMINS ROCKY MOUNTAIN LLCOwner Name:
07/05/2012Notification Date:
09/07/2012Closed Date:
MXYRelease Id:
4000203Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
1030 S 300 WAddress:
CUMMINS ROCKY MOUNTAIN LLCName:
[DeAnn Rasmussen]Project Manager:
WEST VALLEY CITY, UT 84120Owner City,St,Zip:
84120Owner Zip:
UTOwner State:
WEST VALLEY CITYOwner City:
2167 S 5370 WOwner Address:
CUMMINS ROCKY MOUNTAIN LLCOwner Name:
10/06/1989Notification Date:
12/20/1996Closed Date:
FHXRelease Id:
4000203Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
1030 S 300 WAddress:
CUMMINS ROCKY MOUNTAIN LLCName:
LUST:
75 ft. Site 7 of 8 in cluster A
0.014 mi.
Relative:
Higher
Actual:
4233 ft.

< 1/8 SALT LAKE CITY, UT 84101
WNW UT UST1030 S 300 W N/A
A7 UT LUSTCUMMINS ROCKY MOUNTAIN LLC U003149785
1030 SOUTH 300 WESTFacility address:
CUMMINS INTERMOUNTAIN INC.Facility name:
2005-12-20 00:00:00.0Date form received by agency:
RCRA NonGen / NLR:
75 ft. Site 8 of 8 in cluster A
0.014 mi.
Relative:
Higher
Actual:
4233 ft.

< 1/8 ECHOSALT LAKE CITY, UT 84101
WNW FINDS1030 SOUTH 300 WEST UTD175566199
A8 RCRA NonGen / NLRCUMMINS INTERMOUNTAIN INC.1000300215
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
NoUsed oil transfer facility:
NoUsed oil Specification marketer:
NoUsed oil fuel marketer to burner:
NoUser oil refiner:
NoUsed oil processor:
NoUsed oil fuel burner:
NoFurnace exemption:
NoOn-site burner exemption:
NoUnderground injection activity:
NoTreater, storer or disposer of HW:
NoTransporter of hazardous waste:
NoRecycler of hazardous waste:
NoMixed waste (haz. and radioactive):
NoU.S. importer of hazardous waste:
Handler Activities Summary:
1953-08-01 00:00:00.Owner/Op start date:
OperatorOwner/Operator Type:
PrivateLegal status:
801-355-6500Owner/operator telephone:
USOwner/operator country:
SALT LAKE CITY, UT 84101
SOUTH 300 WESTOwner/operator address:
CUMMINS INTERMOUNTAIN INC.Owner/operator name:
OwnerOwner/Operator Type:
PrivateLegal status:
999-999-9999Owner/operator telephone:
DATA NOT REQUESTED, UT 99999
DATA NOT REQUESTEDOwner/operator address:
INDUSTRIAL DEVELOPMENT & SALES CORP.Owner/operator name:
2002-08-02 00:00:00.Owner/Op start date:
OwnerOwner/Operator Type:
PrivateLegal status:
801-355-6500Owner/operator telephone:
USOwner/operator country:
SAN DIEGO, CA 92101
4TH AVEOwner/operator address:
SLC 1030 LLCOwner/operator name:
Owner/Operator Summary:
Handler: Non-Generators do not presently generate hazardous wasteDescription:
Non-GeneratorClassification:
PrivateLand type:
08EPA Region:
1320Telephone ext.:
801-355-6500Contact telephone:
USContact country:
SALT LAKE CITY, UT 84117
1030 SOUTH 300 WESTContact address:
TOM J FORDContact:
SALT LAKE CITY, UT 84125
P.O. BOX 25428Mailing address:
UTD175566199EPA ID:
SALT LAKE CITY, UT 84101
CUMMINS INTERMOUNTAIN INC. (Continued) 1000300215
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 14
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation:
2004-02-25 00:00:00.0Evaluation date:
Evaluation Action Summary:
State Enforcement lead agency:
1997-09-12 00:00:00.0 Enforcement action date:
WRITTEN INFORMAL Enforcement action:
StateViolation lead agency:
1997-10-12 00:00:00.0Date achieved compliance:
1997-09-12 00:00:00.0Date violation determined:
Generators - GeneralArea of violation:
SR - R315-5Regulation violated:
Facility Has Received Notices of Violations:
LEAD. Waste name:
D008. Waste code:
IGNITABLE WASTE. Waste name:
D001. Waste code:
Not Defined. Waste name:
D000. Waste code:
Hazardous Waste Summary:
Large Quantity GeneratorClassification:
CUMMINS INTERMOUNTAIN INCSite name:
1989-09-19 00:00:00.0Date form received by agency:
Large Quantity GeneratorClassification:
CUMMINS INTERMOUNTAIN, INC.Site name:
1990-02-16 00:00:00.0Date form received by agency:
Large Quantity GeneratorClassification:
CUMMINS INTERMOUNTAINSite name:
1992-02-17 00:00:00.0Date form received by agency:
Large Quantity GeneratorClassification:
CUMMINS INTERMOUNTAIN, INC.Site name:
1995-12-15 00:00:00.0Date form received by agency:
Large Quantity GeneratorClassification:
CUMMINS INTERMOUNTAIN, INC.Site name:
1998-08-03 00:00:00.0Date form received by agency:
Large Quantity GeneratorClassification:
CUMMINS INTERMOUNTAIN INC.Site name:
2002-03-18 00:00:00.0Date form received by agency:
Large Quantity GeneratorClassification:
CUMMINS INTERMOUNTAIN INC.Site name:
2004-02-26 00:00:00.0Date form received by agency:
Historical Generators:
NoUsed oil transporter:
CUMMINS INTERMOUNTAIN INC. (Continued) 1000300215
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 15
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
SALT LAKE CITY, UT 84101City,State,Zip:
1030 SOUTH 300 WESTAddress:
CUMMINS INTERMOUNTAIN INC.Name:
http://echo.epa.gov/detailed-facility-report?fid=110000825965DFR URL:
110000825965Registry ID:
1000300215Envid:
ECHO:
additional FINDS: detail in the EDR Site Report.
Click this hyperlink while viewing on your computer to access
operations.
Environmental Quality (UDEQ) mechanism for compliance and permitting
The CIM (Utah - Common Identifier Mechanism) is Utah’s Department of
HAZARDOUS WASTE BIENNIAL REPORTER
corrective action activities required under RCRA.
program staff to track the notification, permit, compliance, and
and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA
events and activities related to facilities that generate, transport,
Conservation and Recovery Act (RCRA) program through the tracking of
RCRAInfo is a national information system that supports the Resource
Environmental Interest/Information System:
registry_id=110000825965
http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_Facility URL:
110000825965Registry ID:
FINDS:
StateEvaluation lead agency:
1997-10-12 00:00:00.0Date achieved compliance:
Generators - GeneralArea of violation:
COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation:
1997-07-09 00:00:00.0Evaluation date:
StateEvaluation lead agency:
CUMMINS INTERMOUNTAIN INC. (Continued) 1000300215
Handler: Non-Generators do not presently generate hazardous wasteDescription:
Non-GeneratorClassification:
Facility is not located on Indian land. Additional information is not known.Land type:
08EPA Region:
801-355-1266Contact telephone:
USContact country:
SALT LAKE CITY, UT 84101
1065 SOUTH 300 WESTContact address:
RONALD EGANContact:
SALT LAKE CITY, UT 84101
SOUTH 300 WESTMailing address:
UTD122335185EPA ID:
SALT LAKE CITY, UT 84101
1065 SOUTH 300 WESTFacility address:
BJ’S SPECIALTY AUTO PAINTINGFacility name:
2007-02-22 00:00:00.0Date form received by agency:
RCRA NonGen / NLR:
149 ft.
0.028 mi.
Relative:
Higher
Actual:
4233 ft.

< 1/8 SALT LAKE CITY, UT 84101
South 1065 SOUTH 300 WEST UTD122335185
9 RCRA NonGen / NLRBJ’S SPECIALTY AUTO PAINTING 1010335645
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 16
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
1986-06-26 00:00:00.0Evaluation date:
Evaluation Action Summary:
No violations foundViolation Status:
THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES.
LISTED IN F001, F002, OR F004; AND STILL BOTTOMS FROM THE RECOVERY OF
ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS OR THOSE SOLVENTS
CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF
2-ETHOXYETHANOL, AND 2-NITROPROPANE; ALL SPENT SOLVENT MIXTURES/BLENDS
KETONE, CARBON DISULFIDE, ISOBUTANOL, PYRIDINE, BENZENE,
THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: TOLUENE, METHYL ETHYL. Waste name:
F005. Waste code:
SPENT SOLVENTS AND SPENT SOLVENT MIXTURES.
IN F002, F004, AND F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE
ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED
CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF
FLUOROCARBONS; ALL SPENT SOLVENT MIXTURES/BLENDS USED IN DEGREASING
1,1,1-TRICHLOROETHANE, CARBON TETRACHLORIDE AND CHLORINATED
TETRACHLOROETHYLENE, TRICHLORETHYLENE, METHYLENE CHLORIDE,
THE FOLLOWING SPENT HALOGENATED SOLVENTS USED IN DEGREASING:. Waste name:
F001. Waste code:
Hazardous Waste Summary:
Not a generator, verifiedClassification:
BJ’S SPECIALTY AUTO PAINTINGSite name:
1986-02-26 00:00:00.0Date form received by agency:
Historical Generators:
NoUsed oil transporter:
NoUsed oil transfer facility:
NoUsed oil Specification marketer:
NoUsed oil fuel marketer to burner:
NoUser oil refiner:
NoUsed oil processor:
NoUsed oil fuel burner:
NoFurnace exemption:
NoOn-site burner exemption:
NoUnderground injection activity:
NoTreater, storer or disposer of HW:
NoTransporter of hazardous waste:
NoRecycler of hazardous waste:
NoMixed waste (haz. and radioactive):
NoU.S. importer of hazardous waste:
Handler Activities Summary:
OwnerOwner/Operator Type:
PrivateLegal status:
999-999-9999Owner/operator telephone:
DATA NOT REQUESTED, UT 99999
DATA NOT REQUESTEDOwner/operator address:
RONALD EGAN-BRENT REEDOwner/operator name:
Owner/Operator Summary:
BJ’S SPECIALTY AUTO PAINTING (Continued) 1010335645
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 17
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
StateEvaluation lead agency:
COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation:
BJ’S SPECIALTY AUTO PAINTING (Continued) 1010335645
QUALITY LINENOwner/operator name:
OwnerOwner/Operator Type:
PrivateLegal status:
801-364-7786Owner/operator telephone:
SALT LAKE CITY, UT 84101
1024 SOUTH 200 WESTOwner/operator address:
LEE CRAYKOwner/operator name:
2008-05-27 00:00:00.Owner/Op start date:
OperatorOwner/Operator Type:
PrivateLegal status:
801-364-7786Owner/operator telephone:
USOwner/operator country:
SALT LAKE CITY, UT 84101
200 WESTOwner/operator address:
UNIFIRST CORPORATIONOwner/operator name:
Owner/Operator Summary:
hazardous waste
the cleanup of a spill, into or on any land or water, of acutely
any residue or contaminated soil, waste or other debris resulting from
time: 1 kg or less of acutely hazardous waste; or 100 kg or less of
hazardous waste during any calendar month, and accumulates at any
from the cleanup of a spill, into or on any land or water, of acutely
of any residue or contaminated soil, waste or other debris resulting
land or water, of acutely hazardous waste; or generates 100 kg or less
other debris resulting from the cleanup of a spill, into or on any
waste; or 100 kg or less of any residue or contaminated soil, waste or
month, and accumulates at any time: 1 kg or less of acutely hazardous
or generates 1 kg or less of acutely hazardous waste per calendar
month, and accumulates 1000 kg or less of hazardous waste at any time;
Handler: generates 100 kg or less of hazardous waste per calendarDescription:
Conditionally Exempt Small Quantity GeneratorClassification:
PrivateLand type:
08EPA Region:
801-364-7786Contact telephone:
USContact country:
SALT LAKE CITY, UT 84101
200 WESTContact address:
LOWELL HADLEYContact:
SALT LAKE CITY, UT 84101
200 WESTMailing address:
UTD055037576EPA ID:
SALT LAKE CITY, UT 84101
1024 SOUTH 200 WESTFacility address:
UNIFIRST CORPORATIONFacility name:
2009-11-17 00:00:00.0Date form received by agency:
RCRA-VSQG:
292 ft.ECHO
0.055 mi.FINDS
Relative:
Lower
Actual:
4232 ft.

< 1/8 RAATSSALT LAKE CITY, UT 84101
East UT UST1024 SOUTH 200 WEST UTD055037576
10 RCRA-VSQGQUALITY LINEN & TOWEL SUPPLY 1000287329
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 18
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
BENZENE. Waste name:
D018. Waste code:
MERCURY. Waste name:
D009. Waste code:
LEAD. Waste name:
D008. Waste code:
IGNITABLE WASTE. Waste name:
D001. Waste code:
Hazardous Waste Summary:
Conditionally Exempt Small Quantity GeneratorClassification:
QUALITY LINEN & TOWEL SUPPLYSite name:
1997-11-04 00:00:00.0Date form received by agency:
Small Quantity GeneratorClassification:
QUALITY LINEN & TOWEL SUPPLYSite name:
2009-02-04 00:00:00.0Date form received by agency:
Historical Generators:
NoUsed oil transporter:
NoUsed oil transfer facility:
NoUsed oil Specification marketer:
NoUsed oil fuel marketer to burner:
NoUser oil refiner:
NoUsed oil processor:
NoUsed oil fuel burner:
NoFurnace exemption:
NoOn-site burner exemption:
NoUnderground injection activity:
NoTreater, storer or disposer of HW:
NoTransporter of hazardous waste:
NoRecycler of hazardous waste:
NoMixed waste (haz. and radioactive):
NoU.S. importer of hazardous waste:
Handler Activities Summary:
1947-01-01 00:00:00.Owner/Op start date:
OwnerOwner/Operator Type:
PrivateLegal status:
801-518-1402Owner/operator telephone:
USOwner/operator country:
SALT LAKE CITY, UT 84101
200 WESTOwner/operator address:
LEE CRAYKOwner/operator name:
1981-01-01 00:00:00.Owner/Op start date:
OperatorOwner/Operator Type:
PrivateLegal status:
801-518-1402Owner/operator telephone:
USOwner/operator country:
SALT LAKE CITY, UT 84101
200 WESTOwner/operator address:
QUALITY LINEN & TOWEL SUPPLY (Continued) 1000287329
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 19
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
4000748Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
1024 S 200 WAddress:
QUALITY LINEN & TOWEL SUPPLYName:
UST:
EPAEvaluation lead agency:
1989-05-23 00:00:00.0Date achieved compliance:
LDR - GeneralArea of violation:
NON-FINANCIAL RECORD REVIEWEvaluation:
1989-01-04 00:00:00.0Evaluation date:
StateEvaluation lead agency:
COMPLIANCE ASSISTANCE VISITEvaluation:
2008-05-23 00:00:00.0Evaluation date:
StateEvaluation lead agency:
COMPLIANCE ASSISTANCE VISITEvaluation:
2009-10-28 00:00:00.0Evaluation date:
Evaluation Action Summary:
2250 Final penalty amount:
2250 Proposed penalty amount:
EPA Enforcement lead agency:
1989-05-03 00:00:00.0 Enforcement action date:
FINAL 3008(A) COMPLIANCE ORDER Enforcement action:
EPAViolation lead agency:
1989-05-23 00:00:00.0Date achieved compliance:
1989-01-04 00:00:00.0Date violation determined:
LDR - GeneralArea of violation:
2250 Final penalty amount:
2250 Proposed penalty amount:
EPA Enforcement lead agency:
1989-03-13 00:00:00.0 Enforcement action date:
INITIAL 3008(A) COMPLIANCE Enforcement action:
EPAViolation lead agency:
1989-05-23 00:00:00.0Date achieved compliance:
1989-01-04 00:00:00.0Date violation determined:
LDR - GeneralArea of violation:
Facility Has Received Notices of Violations:
SPENT SOLVENTS AND SPENT SOLVENT MIXTURES.
IN F002, F004, AND F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE
ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED
CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF
FLUOROCARBONS; ALL SPENT SOLVENT MIXTURES/BLENDS USED IN DEGREASING
1,1,1-TRICHLOROETHANE, CARBON TETRACHLORIDE AND CHLORINATED
TETRACHLOROETHYLENE, TRICHLORETHYLENE, METHYLENE CHLORIDE,
THE FOLLOWING SPENT HALOGENATED SOLVENTS USED IN DEGREASING:. Waste name:
F001. Waste code:
TRICHLORETHYLENE. Waste name:
D040. Waste code:
TETRACHLOROETHYLENE. Waste name:
D039. Waste code:
QUALITY LINEN & TOWEL SUPPLY (Continued) 1000287329
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 20
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
ECHO:
additional FINDS: detail in the EDR Site Report.
Click this hyperlink while viewing on your computer to access
Incident Tracking, Compliance Assistance, and Compliance Monitoring.
that support Compliance and Enforcement programs. These include;
has the capability to track other activities occurring in the Region
that information with Federal actions already in the system. ICIS also
Compliance System (PCS) which supports the NPDES and will integrate
it Headquarters. A future release of ICIS will replace the Permit
information is maintained in ICIS by EPA in the Regional offices and
Federal Administrative and Judicial enforcement actions. This
a single repository for that information. Currently, ICIS contains all
replace EPA’s independent databases that contain Enforcement data with
information across most of EPA’s programs. The vision for ICIS is to
complete, will contain integrated Enforcement and Compliance
Compliance Information System and provides a database that, when
ICIS (Integrated Compliance Information System) is the Integrated
operations.
Environmental Quality (UDEQ) mechanism for compliance and permitting
The CIM (Utah - Common Identifier Mechanism) is Utah’s Department of
corrective action activities required under RCRA.
program staff to track the notification, permit, compliance, and
and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA
events and activities related to facilities that generate, transport,
Conservation and Recovery Act (RCRA) program through the tracking of
RCRAInfo is a national information system that supports the Resource
Environmental Interest/Information System:
registry_id=110002296024
http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_Facility URL:
110002296024Registry ID:
FINDS:
2,250.00Total Prop. Penalty:
2,250.00Final Penalty:
2,250.00Prop. Penalty:
CFRReg Type:
1 268.7Viol No Cited:
3008 (A)Action:
2642Action ID:
Consent Agreement/Final OrderStatus:
03/09/1989Final Date:
05/03/1989Issue Date:
08Region:
RCRA VIII-89-10Docket No:
UTD055037576Facility ID:
1Entry No:
RAATS:
1Closed Tanks:
1Total Tanks:
[phone]Owner Phone:
SALT LAKE CITY, UT 84101Owner City,St,Zip:
1024 S 200 WOwner Address:
QUALITY LINEN & TOWEL SUPPLYOwner Name:
QUALITY LINEN & TOWEL SUPPLY (Continued) 1000287329
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 21
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
SALT LAKE CITY, UT 84101City,State,Zip:
1024 SOUTH 200 WESTAddress:
QUALITY LINEN & TOWEL SUPPLYName:
http://echo.epa.gov/detailed-facility-report?fid=110002296024DFR URL:
110002296024Registry ID:
1000287329Envid:
QUALITY LINEN & TOWEL SUPPLY (Continued) 1000287329
AUTOMOBILE REPAIRING1961 REES GRACE MRS 0 AUTO REPR
AUTOMOBILE REPAIRING1956 REES GARAGE AUTO REPR
Type:Year: Name:
EDR Hist Auto
368 ft. Site 1 of 2 in cluster B
0.070 mi.
Relative:
Higher
Actual:
4233 ft.

< 1/8 SALT LAKE CITY, UT
West 997 GALE N/A
B11 EDR Hist AutoREES GRACE MRS 0 AUTO REPR 1014191879
AUTOMOBILE REPAIRING1956 HARRIS AUTO SCRV AUTO REPR
AUTOMOBILE REPAIRING1951 HARRIS GARAGE
Type:Year: Name:
EDR Hist Auto
372 ft. Site 1 of 5 in cluster C
0.070 mi.
Relative:
Lower
Actual:
4232 ft.

< 1/8 SALT LAKE CITY, UT
NNE 265 FAYETTE AVE N/A
C12 EDR Hist AutoHARRIS AUTO SCRV AUTO REPR 1014190395
AUTOMOBILE RADIATOR REPAIRERS1961 RADIATOR REPAIR & SERVICE CO
Type:Year: Name:
EDR Hist Auto
373 ft. Site 2 of 5 in cluster C
0.071 mi.
Relative:
Lower
Actual:
4232 ft.

< 1/8 SALT LAKE CITY, UT
NNE 263 FAYETTE AVE N/A
C13 EDR Hist AutoRADIATOR REPAIR & SERVICE CO 1014163469
SALT LAKE CITY, UT 84101
1095 SOUTH 300 WESTFacility address:
CALIBER COLLISION CENTER - SALT LAKE CITY - DOWNTOWN 0239Facility name:
2019-11-21 00:00:00.0Date form received by agency:
RCRA-VSQG:
375 ft.
0.071 mi.
Relative:
Higher
Actual:
4233 ft.

< 1/8 SALT LAKE CITY, UT 84101
SSE 1095 SOUTH 300 WEST UTR000012013
14 RCRA-VSQGCALIBER COLLISION CENTER - SALT LAKE CITY - DOWNTO 1014927846
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 22
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
NoFurnace exemption:
NoOn-site burner exemption:
NoUnderground injection activity:
NoTreater, storer or disposer of HW:
NoTransporter of hazardous waste:
NoRecycler of hazardous waste:
NoU.S. importer of hazardous waste:
Handler Activities Summary:
2019-11-18 00:00:00.Owner/Op start date:
OperatorOwner/Operator Type:
PrivateLegal status:
[e-mail]/operator email:
469-948-9500Owner/operator telephone:
USOwner/operator country:
LEWISVILLE, TX 75067
LAKE VISTAOwner/operator address:
CALIBER HOLDINGS CORPORATIONOwner/operator name:
2019-11-18 00:00:00.Owner/Op start date:
OwnerOwner/Operator Type:
PrivateLegal status:
[e-mail]/operator email:
469-948-9500Owner/operator telephone:
USOwner/operator country:
LEWISVILLE, TX 75067
LAKE VISTAOwner/operator address:
CALIBER HOLDINGS CORPORATIONOwner/operator name:
Owner/Operator Summary:
hazardous waste
the cleanup of a spill, into or on any land or water, of acutely
any residue or contaminated soil, waste or other debris resulting from
time: 1 kg or less of acutely hazardous waste; or 100 kg or less of
hazardous waste during any calendar month, and accumulates at any
from the cleanup of a spill, into or on any land or water, of acutely
of any residue or contaminated soil, waste or other debris resulting
land or water, of acutely hazardous waste; or generates 100 kg or less
other debris resulting from the cleanup of a spill, into or on any
waste; or 100 kg or less of any residue or contaminated soil, waste or
month, and accumulates at any time: 1 kg or less of acutely hazardous
or generates 1 kg or less of acutely hazardous waste per calendar
month, and accumulates 1000 kg or less of hazardous waste at any time;
Handler: generates 100 kg or less of hazardous waste per calendarDescription:
Conditionally Exempt Small Quantity GeneratorClassification:
PrivateLand type:
08EPA Region:
[e-mail] email:
469-948-9500Contact telephone:
USContact country:
LEWISVILLE, TX 75067
LAKE VISTAContact address:
GREGORY NICHOLSContact:
LEWISVILLE, TX 75067
LAKE VISTAMailing address:
UTR000012013EPA ID:
CALIBER COLLISION CENTER - SALT LAKE CITY - DOWNTOWN 0239 (Continued) 1014927846
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 23
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
No violations foundViolation Status:
THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES.
LISTED IN F001, F002, OR F004; AND STILL BOTTOMS FROM THE RECOVERY OF
ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS OR THOSE SOLVENTS
CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF
2-ETHOXYETHANOL, AND 2-NITROPROPANE; ALL SPENT SOLVENT MIXTURES/BLENDS
KETONE, CARBON DISULFIDE, ISOBUTANOL, PYRIDINE, BENZENE,
THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: TOLUENE, METHYL ETHYL. Waste name:
F005. Waste code:
MIXTURES.
BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT
MORE OF THOSE SOLVENTS LISTED IN F001, F002, F004, AND F005; AND STILL
SOLVENTS, AND A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR
CONTAINING, BEFORE USE, ONE OR MORE OF THE ABOVE NONHALOGENATED
NONHALOGENATED SOLVENTS; AND ALL SPENT SOLVENT MIXTURES/BLENDS
MIXTURES/BLENDS CONTAINING, BEFORE USE, ONLY THE ABOVE SPENT
ALCOHOL, CYCLOHEXANONE, AND METHANOL; ALL SPENT SOLVENT
ACETATE, ETHYL BENZENE, ETHYL ETHER, METHYL ISOBUTYL KETONE, N-BUTYL
THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: XYLENE, ACETONE, ETHYL. Waste name:
F003. Waste code:
SPENT SOLVENTS AND SPENT SOLVENT MIXTURES.
IN F002, F004, AND F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE
ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED
CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF
FLUOROCARBONS; ALL SPENT SOLVENT MIXTURES/BLENDS USED IN DEGREASING
1,1,1-TRICHLOROETHANE, CARBON TETRACHLORIDE AND CHLORINATED
TETRACHLOROETHYLENE, TRICHLORETHYLENE, METHYLENE CHLORIDE,
THE FOLLOWING SPENT HALOGENATED SOLVENTS USED IN DEGREASING:. Waste name:
F001. Waste code:
METHYL ETHYL KETONE. Waste name:
D035. Waste code:
BARIUM. Waste name:
D005. Waste code:
IGNITABLE WASTE. Waste name:
D001. Waste code:
Hazardous Waste Summary:
Conditionally Exempt Small Quantity GeneratorClassification:
ABRA AUTO BODY & GLASS - DOWNTOWN SLCSite name:
2012-01-13 00:00:00.0Date form received by agency:
Historical Generators:
NoUsed oil transporter:
NoUsed oil transfer facility:
NoUsed oil Specification marketer:
NoUsed oil fuel marketer to burner:
NoUser oil refiner:
NoUsed oil processor:
NoUsed oil fuel burner:
CALIBER COLLISION CENTER - SALT LAKE CITY - DOWNTOWN 0239 (Continued) 1014927846
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 24
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
StateEvaluation lead agency:
COMPLIANCE ASSISTANCE VISITEvaluation:
2012-09-06 00:00:00.0Evaluation date:
Evaluation Action Summary:
CALIBER COLLISION CENTER - SALT LAKE CITY - DOWNTOWN 0239 (Continued) 1014927846
G & K SERVICESSite name:
1987-08-10 00:00:00.0Date form received by agency:
Historical Generators:
NoUsed oil transporter:
NoUsed oil transfer facility:
NoUsed oil Specification marketer:
NoUsed oil fuel marketer to burner:
NoUser oil refiner:
NoUsed oil processor:
NoUsed oil fuel burner:
NoFurnace exemption:
NoOn-site burner exemption:
NoUnderground injection activity:
NoTreater, storer or disposer of HW:
NoTransporter of hazardous waste:
NoRecycler of hazardous waste:
NoMixed waste (haz. and radioactive):
NoU.S. importer of hazardous waste:
Handler Activities Summary:
OwnerOwner/Operator Type:
PrivateLegal status:
999-999-9999Owner/operator telephone:
DATA NOT REQUESTED, UT 99999
DATA NOT REQUESTEDOwner/operator address:
G & K SERVICESOwner/operator name:
Owner/Operator Summary:
Handler: Non-Generators do not presently generate hazardous wasteDescription:
Non-GeneratorClassification:
Facility is not located on Indian land. Additional information is not known.Land type:
08EPA Region:
801-972-4697Contact telephone:
USContact country:
SALT LAKE CITY, UT 84101
1104 SOUTH 300 WESTContact address:
J RICHARDContact:
SALT LAKE CITY, UT 84101
SOUTH 300 WESTMailing address:
UTD035382654EPA ID:
SALT LAKE CITY, UT 84101
1104 SOUTH 300 WESTFacility address:
G & K SERVICESFacility name:
2007-02-22 00:00:00.0Date form received by agency:
RCRA NonGen / NLR:
417 ft. Site 1 of 3 in cluster D
0.079 mi.
Relative:
Higher
Actual:
4233 ft.

< 1/8 SALT LAKE CITY, UT 84101
SSW 1104 SOUTH 300 WEST UTD035382654
D15 RCRA NonGen / NLRG & K SERVICES 1010335333
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 25
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF
2-ETHOXYETHANOL, AND 2-NITROPROPANE; ALL SPENT SOLVENT MIXTURES/BLENDS
KETONE, CARBON DISULFIDE, ISOBUTANOL, PYRIDINE, BENZENE,
THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: TOLUENE, METHYL ETHYL. Waste name:
F005. Waste code:
SPENT SOLVENT MIXTURES.
F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND
NONHALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001, F002, AND
TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR MORE OF THE ABOVE
SOLVENTS; ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE USE, A
AND NITROBENZENE; AND THE STILL BOTTOMS FROM THE RECOVERY OF THESE
THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: CRESOLS, CRESYLIC ACID,. Waste name:
F004. Waste code:
MIXTURES.
BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT
MORE OF THOSE SOLVENTS LISTED IN F001, F002, F004, AND F005; AND STILL
SOLVENTS, AND A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR
CONTAINING, BEFORE USE, ONE OR MORE OF THE ABOVE NONHALOGENATED
NONHALOGENATED SOLVENTS; AND ALL SPENT SOLVENT MIXTURES/BLENDS
MIXTURES/BLENDS CONTAINING, BEFORE USE, ONLY THE ABOVE SPENT
ALCOHOL, CYCLOHEXANONE, AND METHANOL; ALL SPENT SOLVENT
ACETATE, ETHYL BENZENE, ETHYL ETHER, METHYL ISOBUTYL KETONE, N-BUTYL
THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: XYLENE, ACETONE, ETHYL. Waste name:
F003. Waste code:
SPENT SOLVENT MIXTURES.
F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND
ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001, F004, AND
USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR MORE OF THE
TRICHLOROETHANE; ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE
ORTHO-DICHLOROBENZENE, TRICHLOROFLUOROMETHANE, AND 1,1,2,
CHLOROBENZENE, 1,1,2-TRICHLORO-1,2,2-TRIFLUOROETHANE,
METHYLENE CHLORIDE, TRICHLOROETHYLENE, 1,1,1-TRICHLOROETHANE,
THE FOLLOWING SPENT HALOGENATED SOLVENTS: TETRACHLOROETHYLENE,. Waste name:
F002. Waste code:
SPENT SOLVENTS AND SPENT SOLVENT MIXTURES.
IN F002, F004, AND F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE
ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED
CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF
FLUOROCARBONS; ALL SPENT SOLVENT MIXTURES/BLENDS USED IN DEGREASING
1,1,1-TRICHLOROETHANE, CARBON TETRACHLORIDE AND CHLORINATED
TETRACHLOROETHYLENE, TRICHLORETHYLENE, METHYLENE CHLORIDE,
THE FOLLOWING SPENT HALOGENATED SOLVENTS USED IN DEGREASING:. Waste name:
F001. Waste code:
CORROSIVE WASTE. Waste name:
D002. Waste code:
IGNITABLE WASTE. Waste name:
D001. Waste code:
Hazardous Waste Summary:
Not a generator, verifiedClassification:
G & K SERVICES (Continued)1010335333
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 26
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
StateEvaluation lead agency:
1989-01-19 00:00:00.0Date achieved compliance:
Generators - GeneralArea of violation:
COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation:
1987-08-06 00:00:00.0Evaluation date:
Evaluation Action Summary:
State Enforcement lead agency:
1987-09-17 00:00:00.0 Enforcement action date:
INITIAL 3008(A) COMPLIANCE Enforcement action:
StateViolation lead agency:
1989-01-19 00:00:00.0Date achieved compliance:
1987-08-06 00:00:00.0Date violation determined:
Generators - GeneralArea of violation:
10000 Final penalty amount:
10000 Proposed penalty amount:
State Enforcement lead agency:
1988-12-02 00:00:00.0 Enforcement action date:
FINAL 3008(A) COMPLIANCE ORDER Enforcement action:
StateViolation lead agency:
1989-01-19 00:00:00.0Date achieved compliance:
1987-08-06 00:00:00.0Date violation determined:
Generators - GeneralArea of violation:
StateViolation lead agency:
1989-01-19 00:00:00.0Date achieved compliance:
1987-08-06 00:00:00.0Date violation determined:
Generators - GeneralArea of violation:
Facility Has Received Notices of Violations:
THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES.
LISTED IN F001, F002, OR F004; AND STILL BOTTOMS FROM THE RECOVERY OF
ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS OR THOSE SOLVENTS
G & K SERVICES (Continued)1010335333
1Closed Tanks:
1Total Tanks:
[phone]Owner Phone:
SALT LAKE CITY, UT 84101Owner City,St,Zip:
1104 S 300 WOwner Address:
SERVICE INC dba G & K SERVICESOwner Name:
4000341Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
1104 S 300 WAddress:
SERVICE INC. DBA G & K SERVICESName:
UST:
417 ft. Site 2 of 3 in cluster D
0.079 mi.
Relative:
Higher
Actual:
4233 ft.

< 1/8 SALT LAKE CITY, UT 84101
SSW 1104 S 300 W N/A
D16 UT USTSERVICE INC. DBA G & K SERVICES U003229673
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 27
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
801-521-2334Owner/operator telephone:
USOwner/operator country:
SALT LAKE CITY, UT 84101
200 WESTOwner/operator address:
ADVANCED FOUR WHEEL DRIVEOwner/operator name:
OwnerOwner/Operator Type:
PrivateLegal status:
801-968-1108Owner/operator telephone:
WEST VALLEY, UT 84120
3941 MARSHA DRIVEOwner/operator address:
RANDY ROBINSONOwner/operator name:
1985-10-18 00:00:00.Owner/Op start date:
OwnerOwner/Operator Type:
PrivateLegal status:
801-521-2334Owner/operator telephone:
USOwner/operator country:
WEST VALLEY CITY, UT 84128
MARSHA DRIVEOwner/operator address:
RANDY ROBINSONOwner/operator name:
Owner/Operator Summary:
hazardous waste
the cleanup of a spill, into or on any land or water, of acutely
any residue or contaminated soil, waste or other debris resulting from
time: 1 kg or less of acutely hazardous waste; or 100 kg or less of
hazardous waste during any calendar month, and accumulates at any
from the cleanup of a spill, into or on any land or water, of acutely
of any residue or contaminated soil, waste or other debris resulting
land or water, of acutely hazardous waste; or generates 100 kg or less
other debris resulting from the cleanup of a spill, into or on any
waste; or 100 kg or less of any residue or contaminated soil, waste or
month, and accumulates at any time: 1 kg or less of acutely hazardous
or generates 1 kg or less of acutely hazardous waste per calendar
month, and accumulates 1000 kg or less of hazardous waste at any time;
Handler: generates 100 kg or less of hazardous waste per calendarDescription:
Conditionally Exempt Small Quantity GeneratorClassification:
PrivateLand type:
08EPA Region:
801-521-2334Contact telephone:
USContact country:
SALT LAKE CITY, UT 84101
1102 SOUTH 200 WESTContact address:
RANDY ROBINSONContact:
SALT LAKE CITY, UT 84101
200 WESTMailing address:
UTR000001750EPA ID:
SALT LAKE CITY, UT 84101
1102 SOUTH 200 WESTFacility address:
ADVANCED FOUR WHEEL DRIVEFacility name:
2007-10-17 00:00:00.0Date form received by agency:
RCRA-VSQG:
434 ft. Site 1 of 2 in cluster E
0.082 mi.
Relative:
Lower
Actual:
4232 ft.

< 1/8 SALT LAKE CITY, UT 84101
SE 1102 SOUTH 200 WEST UTR000001750
E17 RCRA-VSQGADVANCED FOUR WHEEL DRIVE 1001121341
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 28
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
2007-10-10 00:00:00.0Evaluation date:
StateEvaluation lead agency:
COMPLIANCE ASSISTANCE VISITEvaluation:
2012-10-16 00:00:00.0Evaluation date:
StateEvaluation lead agency:
COMPLIANCE ASSISTANCE VISITEvaluation:
2015-09-22 00:00:00.0Evaluation date:
Evaluation Action Summary:
No violations foundViolation Status:
TRICHLORETHYLENE. Waste name:
D040. Waste code:
TETRACHLOROETHYLENE. Waste name:
D039. Waste code:
BENZENE. Waste name:
D018. Waste code:
LEAD. Waste name:
D008. Waste code:
IGNITABLE WASTE. Waste name:
D001. Waste code:
Hazardous Waste Summary:
Small Quantity GeneratorClassification:
ADVANCED FOUR WHEEL DRIVESite name:
1996-07-23 00:00:00.0Date form received by agency:
Historical Generators:
NoUsed oil transporter:
NoUsed oil transfer facility:
NoUsed oil Specification marketer:
NoUsed oil fuel marketer to burner:
NoUser oil refiner:
NoUsed oil processor:
NoUsed oil fuel burner:
NoFurnace exemption:
NoOn-site burner exemption:
NoUnderground injection activity:
NoTreater, storer or disposer of HW:
NoTransporter of hazardous waste:
NoRecycler of hazardous waste:
NoMixed waste (haz. and radioactive):
NoU.S. importer of hazardous waste:
Handler Activities Summary:
1985-10-18 00:00:00.Owner/Op start date:
OperatorOwner/Operator Type:
PrivateLegal status:
ADVANCED FOUR WHEEL DRIVE (Continued) 1001121341
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 29
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
StateEvaluation lead agency:
COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation:
ADVANCED FOUR WHEEL DRIVE (Continued) 1001121341
Automotive Repair Shops, NEC2000 ADVANCED FOUR WHL DRV SYSTEMS
AUTOMOBILE REPAIRING & SERVICE2000 ADVANCED FOUR WHEEL DRIVE
Automotive Repair Shops, NEC1999 ADVANCED FOUR WHL DRV SYSTEMS
Automotive Repair Shops, NEC1998 ADVANCED FOUR WHL DRV SYSTEMS
Automotive Repair Shops, NEC1997 ADVANCED FOUR WHL DRV SYSTEMS
Automotive Repair Shops, NEC1996 ADVANCED FOUR WHL DRV SYSTEMS
Automotive Repair Shops, NEC1995 ADVANCED FOUR WHL DRV SYSTEMS
Automotive Repair Shops, NEC1994 ADVANCED FOUR WHL DRV SYSTEMS
Type:Year: Name:
EDR Hist Auto
434 ft. Site 2 of 2 in cluster E
0.082 mi.
Relative:
Lower
Actual:
4232 ft.

< 1/8 SALT LAKE CITY, UT 84101
SE 1102 S 200 W N/A
E18 EDR Hist AutoADVANCED FOUR WHEEL DRIVE 1014174270
General Automotive Repair Shops2005 ANDREWS ED INDEPENDENT SRVC
General Automotive Repair Shops2004 ANDREWS ED INDEPENDENT SRVC
General Automotive Repair Shops2003 ANDREWS ED INDEPENDENT SRVC
General Automotive Repair Shops2000 ANDREWS ED INDEPENDENT SRVC
AUTOMOBILE REPAIRING & SERVICE2000 ANDREWS ED INDEPENDENT SERVICE
General Automotive Repair Shops1999 ANDREWS ED INDEPENDENT SRVC
General Automotive Repair Shops1998 ANDREWS ED INDEPENDENT SRVC
General Automotive Repair Shops1997 ANDREWS ED INDEPENDENT SRVC
General Automotive Repair Shops1996 ANDREWS ED INDEPENDENT SRVC
General Automotive Repair Shops1995 ANDREWS ED INDEPENDENT SRVC
General Automotive Repair Shops1994 ANDREWS ED INDEPENDENT SRVC
General Automotive Repair Shops1993 ANDREWS ED INDEPENDENT SRVC
General Automotive Repair Shops1992 ANDREWS ED INDEPENDENT SERVICE
General Automotive Repair Shops1991 ANDREWS ED INDEPENDENT SERVICE
General Automotive Repair Shops1990 ANDREWS ED INDEPENDENT SERVICE
AUTOMOBILE REPAIRING1990 ANDREWS ED INDEPENDENT SERVICE
General Automotive Repair Shops1989 ANDREWS ED INDEPENDENT SERVICE
General Automotive Repair Shops1988 ANDREWS ED INDEPENDENT SERVICE
General Automotive Repair Shops1987 ANDREWS ED INDEPENDENT SERVICE
General Automotive Repair Shops1986 ANDREWS ED INDEPENDENT SERVICE
General Automotive Repair Shops1985 ANDREWS ED INDEPENDENT SERVICE
AUTOMOBILE REPAIRING1985 ANDREWS ED INDEPENDENT SERVICE
General Automotive Repair Shops1983 ANDREWS ED INDEPENDENT SERVICE
General Automotive Repair Shops1982 ANDREWS ED INDEPENDENT SERVICE
AUTOMOBILE REPAIRING1981 ANDREWS ED INDEPENDENT SERVICE
General Automotive Repair Shops1980 ANDREWS ED INDEPENDENT SERVICE
General Automotive Repair Shops1979 ANDREWS ED INDEPENDENT SERVICE
Type:Year: Name:
EDR Hist Auto
447 ft. Site 3 of 5 in cluster C
0.085 mi.
Relative:
Lower
Actual:
4232 ft.

< 1/8 SALT LAKE CITY, UT 84101
NNE 968 WASHINGTON ST N/A
C19 EDR Hist AutoANDREWS ED INDEPENDENT SERVICE AUTO RPR 1014160166
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 30
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
General Automotive Repair Shops2009 ANDREWS ED INDEPENDENT SRVC
General Automotive Repair Shops2008 ANDREWS ED INDEPENDENT SRVC
General Automotive Repair Shops2008 ALEXIS AUTO & TOWING
General Automotive Repair Shops2007 ANDREWS ED INDEPENDENT SRVC
General Automotive Repair Shops2006 ANDREWS ED INDEPENDENT SRVC
ANDREWS ED INDEPENDENT SERVICE AUTO RPR (Continued) 1014160166
State Enforcement lead agency:
1991-12-16 00:00:00.0 Enforcement action date:
INITIAL 3008(A) COMPLIANCE Enforcement action:
StateViolation lead agency:
1992-12-16 00:00:00.0Date achieved compliance:
1991-10-23 00:00:00.0Date violation determined:
Generators - GeneralArea of violation:
Facility Has Received Notices of Violations:
Not a generator, verifiedClassification:
CRANKSHAFT GRINDING & METALIZINGSite name:
1991-10-23 00:00:00.0Date form received by agency:
Historical Generators:
NoUsed oil transporter:
NoUsed oil transfer facility:
NoUsed oil Specification marketer:
NoUsed oil fuel marketer to burner:
NoUser oil refiner:
NoUsed oil processor:
NoUsed oil fuel burner:
NoFurnace exemption:
NoOn-site burner exemption:
NoUnderground injection activity:
NoTreater, storer or disposer of HW:
NoTransporter of hazardous waste:
NoRecycler of hazardous waste:
NoMixed waste (haz. and radioactive):
NoU.S. importer of hazardous waste:
Handler Activities Summary:
Handler: Non-Generators do not presently generate hazardous wasteDescription:
Non-GeneratorClassification:
PrivateLand type:
08EPA Region:
801-364-6427Contact telephone:
USContact country:
ALLAN STEPHENSContact:
UTD988074357EPA ID:
SALT LAKE CITY, UT 84101
1124 SOUTH 300 WESTFacility address:
CRANKSHAFT GRINDING & METALIZINGFacility name:
2007-02-22 00:00:00.0Date form received by agency:
RCRA NonGen / NLR:
528 ft. Site 3 of 3 in cluster D
0.100 mi.
Relative:
Higher
Actual:
4233 ft.

< 1/8 SALT LAKE CITY, UT 84101
SSW 1124 SOUTH 300 WEST UTD988074357
D20 RCRA NonGen / NLRCRANKSHAFT GRINDING & METALIZING 1010336524
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 31
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
StateEvaluation lead agency:
1992-12-16 00:00:00.0Date achieved compliance:
Generators - GeneralArea of violation:
COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation:
1991-10-23 00:00:00.0Evaluation date:
Evaluation Action Summary:
CRANKSHAFT GRINDING & METALIZING (Continued) 1010336524
General Automotive Repair Shops2013 FIAT REPAIR
General Automotive Repair Shops2012 FIAT REPAIR
General Automotive Repair Shops2011 FIAT REPAIR
General Automotive Repair Shops2010 FIAT REPAIR
General Automotive Repair Shops2009 FIAT REPAIR
General Automotive Repair Shops2009 AUTO RACING INC
General Automotive Repair Shops2008 AUTO RACING INC
General Automotive Repair Shops2008 FIAT REPAIR
General Automotive Repair Shops2007 FIAT REPAIR
General Automotive Repair Shops2006 FIAT REPAIR
General Automotive Repair Shops2005 FIAT REPAIR
General Automotive Repair Shops2004 FIAT REPAIR
General Automotive Repair Shops2003 FIAT REPAIR
General Automotive Repair Shops2002 FIAT REPAIR
General Automotive Repair Shops2001 FIAT REPAIR
General Automotive Repair Shops2000 FIAT REPAIR
AUTOMOBILE REPAIRING & SERVICE2000 FIAT REPAIR AUTO RPR
General Automotive Repair Shops1999 FIAT REPAIR
General Automotive Repair Shops1998 WILLS IMPORTS
General Automotive Repair Shops1997 WILLS IMPORTS
General Automotive Repair Shops1996 WILLS IMPORTS
General Automotive Repair Shops1995 WILLS AUTO
General Automotive Repair Shops1994 WILLS AUTO
Type:Year: Name:
EDR Hist Auto
584 ft. Site 4 of 5 in cluster C
0.111 mi.
Relative:
Lower
Actual:
4232 ft.

< 1/8 SLC NORTH, UT 84101
North 945 S 300 W N/A
C21 EDR Hist AutoFIAT REPAIR AUTO RPR 1014171412
1Total Tanks:
[phone]Owner Phone:
SALT LAKE CITY, UT 84101Owner City,St,Zip:
945 S 300 WOwner Address:
SERVCO HEATING & AIR COND INCOwner Name:
4000927Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
945 S 300 WAddress:
SERVCO HEATING & AIR COND., INC.Name:
UST:
584 ft. Site 5 of 5 in cluster C
0.111 mi.
Relative:
Lower
Actual:
4232 ft.

< 1/8 SALT LAKE CITY, UT 84101
North 945 S 300 W N/A
C22 UT USTSERVCO HEATING & AIR COND., INC. U003149738
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 32
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
1Closed Tanks:
SERVCO HEATING & AIR COND., INC. (Continued) U003149738
Small Quantity GeneratorClassification:
POWER PROSite name:
1986-09-02 00:00:00.0Date form received by agency:
Historical Generators:
NoUsed oil transporter:
NoUsed oil transfer facility:
NoUsed oil Specification marketer:
NoUsed oil fuel marketer to burner:
NoUser oil refiner:
NoUsed oil processor:
NoUsed oil fuel burner:
NoFurnace exemption:
NoOn-site burner exemption:
NoUnderground injection activity:
NoTreater, storer or disposer of HW:
NoTransporter of hazardous waste:
NoRecycler of hazardous waste:
NoMixed waste (haz. and radioactive):
NoU.S. importer of hazardous waste:
Handler Activities Summary:
OwnerOwner/Operator Type:
PrivateLegal status:
999-999-9999Owner/operator telephone:
DATA NOT REQUESTED, UT 99999
DATA NOT REQUESTEDOwner/operator address:
CUMMINS INTERMOUNTAINOwner/operator name:
Owner/Operator Summary:
Handler: Non-Generators do not presently generate hazardous wasteDescription:
Non-GeneratorClassification:
08EPA Region:
801-355-6506Contact telephone:
USContact country:
SALT LAKE CITY, UT 84110
1030 GALEContact address:
TATS TADEHARAContact:
SALT LAKE CITY, UT 84110
GALEMailing address:
UTD008954547EPA ID:
SALT LAKE CITY, UT 84110
1030 GALEFacility address:
POWER PROFacility name:
2006-12-11 00:00:00.0Date form received by agency:
RCRA NonGen / NLR:
610 ft. Site 2 of 2 in cluster B
0.116 mi.CA HAZNET
Relative:
Higher
Actual:
4233 ft.

< 1/8 ECHOSALT LAKE CITY, UT 84110
West FINDS1030 GALE UTD008954547
B23 RCRA NonGen / NLRPOWER PRO 1000211138
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 33
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
0.1082Tons:
H01 - Transfer StationDisposal Method:
741 - Liquids with halogenated organic compounds >= 1,000 Mg./LCA Waste Code:
CAT000613893TSD EPA ID:
UTD008954547Gepaid:
1994Year:
0.0832Tons:
H01 - Transfer StationDisposal Method:
741 - Liquids with halogenated organic compounds >= 1,000 Mg./LCA Waste Code:
CAT000613893TSD EPA ID:
UTD008954547Gepaid:
1995Year:
1030 GALE STMailing Address:
8013556506Telephone:
CUMMINS INTERMOUNTAINContact:
SALT LAKE CITY, UT 841100000City,State,Zip:
1030 GALEAddress:
POWER PROName:
HAZNET:
SALT LAKE CITY, UT 84110City,State,Zip:
1030 GALEAddress:
POWER PROName:
http://echo.epa.gov/detailed-facility-report?fid=110005196037DFR URL:
110005196037Registry ID:
1000211138Envid:
ECHO:
additional FINDS: detail in the EDR Site Report.
Click this hyperlink while viewing on your computer to access
corrective action activities required under RCRA.
program staff to track the notification, permit, compliance, and
and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA
events and activities related to facilities that generate, transport,
Conservation and Recovery Act (RCRA) program through the tracking of
RCRAInfo is a national information system that supports the Resource
Environmental Interest/Information System:
registry_id=110005196037
http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_Facility URL:
110005196037Registry ID:
FINDS:
No violations foundViolation Status:
IGNITABLE WASTE. Waste name:
D001. Waste code:
Not Defined. Waste name:
D000. Waste code:
Hazardous Waste Summary:
POWER PRO (Continued)1000211138
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 34
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
D006RCRA Code:
741 - Liquids with halogenated organic compounds > 1000 mg/lCA Waste Code:
CAT000613893TSDF Alt EPA ID:
CAT000613893TSDF EPA ID:
ILD984908202Trans 2 EPA ID:
ILD984908202Trans EPA ID:
95086869Manifest ID:
19950214Receipt Date:
3/29/1996 0:00:00Creation Date:
19950210Shipment Date:
GQuantity Unit:
5Waste Quantity:
0.0208Quantity Tons:
H01 - Transfer StationDisposal Method:
D006RCRA Code:
741 - Liquids with halogenated organic compounds > 1000 mg/lCA Waste Code:
CAT000613893TSDF Alt EPA ID:
CAT000613893TSDF EPA ID:
ILD984908202Trans 2 EPA ID:
ILD984908202Trans EPA ID:
93779095Manifest ID:
19950413Receipt Date:
3/29/1996 0:00:00Creation Date:
19950407Shipment Date:
GQuantity Unit:
5Waste Quantity:
0.0208Quantity Tons:
H01 - Transfer StationDisposal Method:
D006RCRA Code:
741 - Liquids with halogenated organic compounds > 1000 mg/lCA Waste Code:
CAT000613893TSDF EPA ID:
ILD984908202Trans 2 EPA ID:
ILD984908202Trans EPA ID:
95415115Manifest ID:
19950607Receipt Date:
10/24/1995 0:00:00Creation Date:
19950530Shipment Date:
GQuantity Unit:
5Waste Quantity:
0.0208Quantity Tons:
H01 - Transfer StationDisposal Method:
D006RCRA Code:
741 - Liquids with halogenated organic compounds > 1000 mg/lCA Waste Code:
CAT000613893TSDF EPA ID:
ILD984908202Trans 2 EPA ID:
ILD984908202Trans EPA ID:
95629312Manifest ID:
19950802Receipt Date:
3/29/1996 0:00:00Creation Date:
19950726Shipment Date:
UTD008954547Gen EPA ID:
1995Year:
Additional Info:
POWER PRO (Continued)1000211138
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 35
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
19940708Receipt Date:
3/26/1996 0:00:00Creation Date:
19940701Shipment Date:
GQuantity Unit:
5Waste Quantity:
0.0208Quantity Tons:
H01 - Transfer StationDisposal Method:
D006RCRA Code:
741 - Liquids with halogenated organic compounds > 1000 mg/lCA Waste Code:
CAT000613893TSDF Alt EPA ID:
CAT000613893TSDF EPA ID:
ILD984908202Trans 2 EPA ID:
ILD984908202Trans EPA ID:
95066175Manifest ID:
19940831Receipt Date:
3/26/1996 0:00:00Creation Date:
19940826Shipment Date:
GQuantity Unit:
5Waste Quantity:
0.0208Quantity Tons:
H01 - Transfer StationDisposal Method:
D006RCRA Code:
741 - Liquids with halogenated organic compounds > 1000 mg/lCA Waste Code:
CAT000613893TSDF Alt EPA ID:
CAT000613893TSDF EPA ID:
ILD984908202Trans 2 EPA ID:
ILD984908202Trans EPA ID:
93794578Manifest ID:
19941026Receipt Date:
3/28/1996 0:00:00Creation Date:
19941020Shipment Date:
GQuantity Unit:
5Waste Quantity:
0.0208Quantity Tons:
H01 - Transfer StationDisposal Method:
D006RCRA Code:
741 - Liquids with halogenated organic compounds > 1000 mg/lCA Waste Code:
CAT000613893TSDF Alt EPA ID:
CAT000613893TSDF EPA ID:
ILD984908202Trans 2 EPA ID:
ILD984908202Trans EPA ID:
95096067Manifest ID:
19941220Receipt Date:
3/28/1996 0:00:00Creation Date:
19941215Shipment Date:
UTD008954547Gen EPA ID:
1994Year:
Additional Info:
GQuantity Unit:
5Waste Quantity:
0.0208Quantity Tons:
H01 - Transfer StationDisposal Method:
POWER PRO (Continued)1000211138
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 36
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
GQuantity Unit:
5Waste Quantity:
0.0208Quantity Tons:
H01 - Transfer StationDisposal Method:
D006RCRA Code:
741 - Liquids with halogenated organic compounds > 1000 mg/lCA Waste Code:
CAT000613893TSDF EPA ID:
ILD984908202Trans 2 EPA ID:
ILD984908202Trans EPA ID:
93504099Manifest ID:
19940512Receipt Date:
3/26/1996 0:00:00Creation Date:
19940504Shipment Date:
GQuantity Unit:
6Waste Quantity:
0.025Quantity Tons:
H01 - Transfer StationDisposal Method:
D006RCRA Code:
741 - Liquids with halogenated organic compounds > 1000 mg/lCA Waste Code:
CAT000613893TSDF Alt EPA ID:
CAT000613893TSDF EPA ID:
ILD984908202Trans 2 EPA ID:
ILD984908202Trans EPA ID:
93657064Manifest ID:
POWER PRO (Continued)1000211138
1Closed Tanks:
1Total Tanks:
[phone]Owner Phone:
SALT LAKE CITY, UT 84109Owner City,St,Zip:
2262 S 2300 EOwner Address:
ROBERT E & GERALDINE H KELLYOwner Name:
4001605Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
1112 S 200 WAddress:
ROBERT KELLY WAREHOUSEName:
UST:
716 ft. Site 1 of 3 in cluster F
0.136 mi.
Relative:
Lower
Actual:
4232 ft.

1/8-1/4 SALT LAKE CITY, UT 84101
SSE 1112 S 200 W N/A
F24 UT USTROBERT KELLY WAREHOUSE U003149760
UTD113401731EPA ID:
SALT LAKE CITY, UT 84101
1148 SOUTH 300 WESTFacility address:
YOUNG ELECTRIC SIGN - OLDFacility name:
2010-10-07 00:00:00.0Date form received by agency:
RCRA NonGen / NLR:
742 ft. Site 1 of 2 in cluster G
0.141 mi.
Relative:
Lower
Actual:
4232 ft.

1/8-1/4 SALT LAKE CITY, UT 84101
SSW 1148 SOUTH 300 WEST UTD113401731
G25 RCRA NonGen / NLRYOUNG ELECTRIC SIGN - OLD 1000314896
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 37
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
NoUsed oil fuel burner:
NoFurnace exemption:
NoOn-site burner exemption:
NoUnderground injection activity:
NoTreater, storer or disposer of HW:
NoTransporter of hazardous waste:
NoRecycler of hazardous waste:
NoMixed waste (haz. and radioactive):
NoU.S. importer of hazardous waste:
Handler Activities Summary:
1950-01-01 00:00:00.Owner/Op start date:
OwnerOwner/Operator Type:
PrivateLegal status:
801-464-6410Owner/operator telephone:
USOwner/operator country:
SALT LAKE CITY, UT 84101
7148 SOUTH 300 WESTOwner/operator address:
YESCO, LLCOwner/operator name:
1949-01-01 00:00:00.Owner/Op start date:
OperatorOwner/Operator Type:
PrivateLegal status:
801-464-6410Owner/operator telephone:
USOwner/operator country:
SALT LAKE CITY, UT 84101
300 WESTOwner/operator address:
YESCOOwner/operator name:
2008-11-17 00:00:00.Owner/Op start date:
OwnerOwner/Operator Type:
PrivateLegal status:
801-464-6410Owner/operator telephone:
USOwner/operator country:
ENGLEWOOD, CO 80110
ENGLEWOOD PARKWAY SYE 200Owner/operator address:
WEINGARTEN MILLEROwner/operator name:
1950-01-01 00:00:00.Owner/Op start date:
OperatorOwner/Operator Type:
PrivateLegal status:
SALT LAKE CITY, UT 84101
1148 SOUTH 300 WESTOwner/operator address:
YESCO, LLCOwner/operator name:
Owner/Operator Summary:
Handler: Non-Generators do not presently generate hazardous wasteDescription:
Non-GeneratorClassification:
PrivateLand type:
08EPA Region:
[e-mail] email:
801-330-3638Contact telephone:
USContact country:
SALT LAKE CITY, UT 84104
1650 EAST GRAMERCYContact address:
PAULA CRONNContact:
YOUNG ELECTRIC SIGN - OLD (Continued) 1000314896
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 38
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
F002. Waste code:
SPENT SOLVENTS AND SPENT SOLVENT MIXTURES.
IN F002, F004, AND F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE
ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED
CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF
FLUOROCARBONS; ALL SPENT SOLVENT MIXTURES/BLENDS USED IN DEGREASING
1,1,1-TRICHLOROETHANE, CARBON TETRACHLORIDE AND CHLORINATED
TETRACHLOROETHYLENE, TRICHLORETHYLENE, METHYLENE CHLORIDE,
THE FOLLOWING SPENT HALOGENATED SOLVENTS USED IN DEGREASING:. Waste name:
F001. Waste code:
METHYL ETHYL KETONE. Waste name:
D035. Waste code:
MERCURY. Waste name:
D009. Waste code:
LEAD. Waste name:
D008. Waste code:
CORROSIVE WASTE. Waste name:
D002. Waste code:
IGNITABLE WASTE. Waste name:
D001. Waste code:
Hazardous Waste Summary:
Small Quantity GeneratorClassification:
YOUNG ELECTRIC SIGN COMPANYSite name:
1986-12-28 00:00:00.0Date form received by agency:
Large Quantity GeneratorClassification:
YOUNG ELECTRIC SIGN COMPANYSite name:
2009-02-05 00:00:00.0Date form received by agency:
Small Quantity GeneratorClassification:
YOUNG ELECTRIC SIGN COMPANYSite name:
2009-02-17 00:00:00.0Date form received by agency:
Not a generator, verifiedClassification:
YOUNG ELECTRIC SIGN COMPANYSite name:
2009-09-17 00:00:00.0Date form received by agency:
Large Quantity GeneratorClassification:
YOUNG ELECTRIC SIGN - OLDSite name:
2010-05-05 00:00:00.0Date form received by agency:
Historical Generators:
NoUsed oil transporter:
NoUsed oil transfer facility:
NoUsed oil Specification marketer:
NoUsed oil fuel marketer to burner:
NoUser oil refiner:
NoUsed oil processor:
YOUNG ELECTRIC SIGN - OLD (Continued) 1000314896
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 39
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
FOCUSED COMPLIANCE INSPECTIONEvaluation:
1996-08-22 00:00:00.0Evaluation date:
StateEvaluation lead agency:
COMPLIANCE ASSISTANCE VISITEvaluation:
2009-09-10 00:00:00.0Evaluation date:
Evaluation Action Summary:
State Enforcement lead agency:
1988-11-18 00:00:00.0 Enforcement action date:
WRITTEN INFORMAL Enforcement action:
StateViolation lead agency:
1988-11-30 00:00:00.0Date achieved compliance:
1988-08-10 00:00:00.0Date violation determined:
Generators - GeneralArea of violation:
Facility Has Received Notices of Violations:
THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES.
LISTED IN F001, F002, OR F004; AND STILL BOTTOMS FROM THE RECOVERY OF
ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS OR THOSE SOLVENTS
CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF
2-ETHOXYETHANOL, AND 2-NITROPROPANE; ALL SPENT SOLVENT MIXTURES/BLENDS
KETONE, CARBON DISULFIDE, ISOBUTANOL, PYRIDINE, BENZENE,
THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: TOLUENE, METHYL ETHYL. Waste name:
F005. Waste code:
SPENT SOLVENT MIXTURES.
F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND
NONHALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001, F002, AND
TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR MORE OF THE ABOVE
SOLVENTS; ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE USE, A
AND NITROBENZENE; AND THE STILL BOTTOMS FROM THE RECOVERY OF THESE
THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: CRESOLS, CRESYLIC ACID,. Waste name:
F004. Waste code:
MIXTURES.
BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT
MORE OF THOSE SOLVENTS LISTED IN F001, F002, F004, AND F005; AND STILL
SOLVENTS, AND A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR
CONTAINING, BEFORE USE, ONE OR MORE OF THE ABOVE NONHALOGENATED
NONHALOGENATED SOLVENTS; AND ALL SPENT SOLVENT MIXTURES/BLENDS
MIXTURES/BLENDS CONTAINING, BEFORE USE, ONLY THE ABOVE SPENT
ALCOHOL, CYCLOHEXANONE, AND METHANOL; ALL SPENT SOLVENT
ACETATE, ETHYL BENZENE, ETHYL ETHER, METHYL ISOBUTYL KETONE, N-BUTYL
THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: XYLENE, ACETONE, ETHYL. Waste name:
F003. Waste code:
SPENT SOLVENT MIXTURES.
F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND
ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001, F004, AND
USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR MORE OF THE
TRICHLOROETHANE; ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE
ORTHO-DICHLOROBENZENE, TRICHLOROFLUOROMETHANE, AND 1,1,2,
CHLOROBENZENE, 1,1,2-TRICHLORO-1,2,2-TRIFLUOROETHANE,
METHYLENE CHLORIDE, TRICHLOROETHYLENE, 1,1,1-TRICHLOROETHANE,
THE FOLLOWING SPENT HALOGENATED SOLVENTS: TETRACHLOROETHYLENE,. Waste name:
YOUNG ELECTRIC SIGN - OLD (Continued) 1000314896
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 40
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
StateEvaluation lead agency:
1988-11-30 00:00:00.0Date achieved compliance:
Generators - GeneralArea of violation:
COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation:
1988-08-10 00:00:00.0Evaluation date:
StateEvaluation lead agency:
YOUNG ELECTRIC SIGN - OLD (Continued) 1000314896
Historical Generators:
NoUsed oil transporter:
NoUsed oil transfer facility:
NoUsed oil Specification marketer:
NoUsed oil fuel marketer to burner:
NoUser oil refiner:
NoUsed oil processor:
NoUsed oil fuel burner:
NoFurnace exemption:
NoOn-site burner exemption:
NoUnderground injection activity:
NoTreater, storer or disposer of HW:
NoTransporter of hazardous waste:
NoRecycler of hazardous waste:
NoMixed waste (haz. and radioactive):
NoU.S. importer of hazardous waste:
Handler Activities Summary:
OwnerOwner/Operator Type:
PrivateLegal status:
801-972-4012Owner/operator telephone:
SALT LAKE CITY, UT 84101
1178 SOUTH 500 WESTOwner/operator address:
JIM BRUNEROwner/operator name:
Owner/Operator Summary:
Handler: Non-Generators do not presently generate hazardous wasteDescription:
Non-GeneratorClassification:
08EPA Region:
801-573-6703Contact telephone:
USContact country:
SALT LAKE CITY, UT 84101
244 WEST PAXTON AVEContact address:
TODD HALLContact:
SALT LAKE CITY, UT 84101
WEST PAXTON AVEMailing address:
UTD988071411EPA ID:
SALT LAKE CITY, UT 84101
244 WEST PAXTON AVEFacility address:
TB ENTERPRISIS INCFacility name:
2007-06-25 00:00:00.0Date form received by agency:
RCRA NonGen / NLR:
784 ft. Site 1 of 2 in cluster H
0.148 mi.
Relative:
Lower
Actual:
4232 ft.

1/8-1/4 ECHOSALT LAKE CITY, UT 84101
SSE FINDS244 WEST PAXTON AVE UTD988071411
H26 RCRA NonGen / NLRTB ENTERPRISIS INC 1000657278
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 41
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
SALT LAKE CITY, UT 84101City,State,Zip:
244 WEST PAXTON AVEAddress:
TB ENTERPRISIS INCName:
http://echo.epa.gov/detailed-facility-report?fid=110005205036DFR URL:
110005205036Registry ID:
1000657278Envid:
ECHO:
additional FINDS: detail in the EDR Site Report.
Click this hyperlink while viewing on your computer to access
corrective action activities required under RCRA.
program staff to track the notification, permit, compliance, and
and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA
events and activities related to facilities that generate, transport,
Conservation and Recovery Act (RCRA) program through the tracking of
RCRAInfo is a national information system that supports the Resource
Environmental Interest/Information System:
registry_id=110005205036
http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_Facility URL:
110005205036Registry ID:
FINDS:
No violations foundViolation Status:
Not a generator, verifiedClassification:
TB ENTERPRISIS INCSite name:
1991-05-14 00:00:00.0Date form received by agency:
TB ENTERPRISIS INC (Continued)1000657278
PrivateLegal status:
999-999-9999Owner/operator telephone:
DATA NOT REQUESTED, UT 99999
DATA NOT REQUESTEDOwner/operator address:
MANTLE WHITEOwner/operator name:
Owner/Operator Summary:
Handler: Non-Generators do not presently generate hazardous wasteDescription:
Non-GeneratorClassification:
08EPA Region:
801-487-7776Contact telephone:
USContact country:
SALT LAKE CITY, UT 84115
1161 SO 300 WContact address:
DEMEADE AUSTINContact:
SALT LAKE CITY, UT 84115
SO 300 WMailing address:
UTD981541105EPA ID:
SALT LAKE CITY, UT 84115
1161 SO 300 WFacility address:
FUEL INJ SVC DEPTFacility name:
2007-02-22 00:00:00.0Date form received by agency:
RCRA NonGen / NLR:
790 ft. Site 2 of 2 in cluster G
0.150 mi.
Relative:
Lower
Actual:
4232 ft.

1/8-1/4 SALT LAKE CITY, UT 84115
South 1161 SO 300 W UTD981541105
G27 RCRA NonGen / NLRFUEL INJ SVC DEPT 1010335952
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 42
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
No violations foundViolation Status:
IGNITABLE WASTE. Waste name:
D001. Waste code:
Hazardous Waste Summary:
Not a generator, verifiedClassification:
FUEL INJ SVC DEPTSite name:
1986-09-02 00:00:00.0Date form received by agency:
Historical Generators:
NoUsed oil transporter:
NoUsed oil transfer facility:
NoUsed oil Specification marketer:
NoUsed oil fuel marketer to burner:
NoUser oil refiner:
NoUsed oil processor:
NoUsed oil fuel burner:
NoFurnace exemption:
NoOn-site burner exemption:
NoUnderground injection activity:
NoTreater, storer or disposer of HW:
NoTransporter of hazardous waste:
NoRecycler of hazardous waste:
NoMixed waste (haz. and radioactive):
NoU.S. importer of hazardous waste:
Handler Activities Summary:
OwnerOwner/Operator Type:
FUEL INJ SVC DEPT (Continued)1010335952
VSAction Code:
00OU:
NFF:
NNPL:
RETEP 216 W. PAXTON AVE. PLUMESite Name:
UTN000802626EPA ID:
0802626Site ID:
08Region:
SEMS Archive Detail:
NFRAP-Site does not qualify for the NPL based on existing informationNon NPL Status:
Not on the NPLNPL:
NFF:
49035FIPS Code:
01Cong District:
SALT LAKE CITY, UT 84101City,State,Zip:
216 W. PAXTON AVE.Address:
RETEP 216 W. PAXTON AVE. PLUMEName:
UTN000802626EPA ID:
0802626Site ID:
SEMS Archive:
795 ft. Site 2 of 3 in cluster F
0.151 mi.
Relative:
Higher
Actual:
4233 ft.

1/8-1/4 SALT LAKE CITY, UT 84101
SSE ECHO216 W. PAXTON AVE.UTN000802626
F28 SEMS-ARCHIVERETEP 216 W. PAXTON AVE. PLUME 1009396112
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 43
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
00OU:
NFF:
NNPL:
RETEP 216 W. PAXTON AVE. PLUMESite Name:
UTN000802626EPA ID:
0802626Site ID:
08Region:
St PerfCurrent Action Lead:
HQual:
2006-11-13 05:00:00Finish Date:
2006-11-13 05:00:00Start Date:
1SEQ:
PAAction Name:
PAAction Code:
00OU:
NFF:
NNPL:
RETEP 216 W. PAXTON AVE. PLUMESite Name:
UTN000802626EPA ID:
0802626Site ID:
08Region:
EPA PerfCurrent Action Lead:
NQual:
2018-10-23 04:00:00Finish Date:
2016-03-29 04:00:00Start Date:
1SEQ:
ESIAction Name:
ESAction Code:
00OU:
NFF:
NNPL:
RETEP 216 W. PAXTON AVE. PLUMESite Name:
UTN000802626EPA ID:
0802626Site ID:
08Region:
EPA PerfCurrent Action Lead:
2006-02-08 05:00:00Finish Date:
2006-02-08 05:00:00Start Date:
1SEQ:
DISCVRYAction Name:
DSAction Code:
00OU:
NFF:
NNPL:
RETEP 216 W. PAXTON AVE. PLUMESite Name:
UTN000802626EPA ID:
0802626Site ID:
08Region:
EPA Perf In-HseCurrent Action Lead:
2020-02-04 05:00:00Finish Date:
2020-02-04 05:00:00Start Date:
1SEQ:
ARCH SITEAction Name:
RETEP 216 W. PAXTON AVE. PLUME (Continued) 1009396112
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 44
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
SALT LAKE CITY, UT 84101City,State,Zip:
216 W. PAXTON AVE.Address:
RETEP 216 W. PAXTON AVE. PLUMEName:
http://echo.epa.gov/detailed-facility-report?fid=110024527537DFR URL:
110024527537Registry ID:
1009396112Envid:
ECHO:
St PerfCurrent Action Lead:
HQual:
2016-03-28 04:00:00Finish Date:
2009-06-01 04:00:00Start Date:
1SEQ:
SIAction Name:
SIAction Code:
RETEP 216 W. PAXTON AVE. PLUME (Continued) 1009396112
AMERICAN AVENUEOwner/operator address:
GLENS POLISH & PAINTOwner/operator name:
Owner/Operator Summary:
hazardous waste
the cleanup of a spill, into or on any land or water, of acutely
any residue or contaminated soil, waste or other debris resulting from
time: 1 kg or less of acutely hazardous waste; or 100 kg or less of
hazardous waste during any calendar month, and accumulates at any
from the cleanup of a spill, into or on any land or water, of acutely
of any residue or contaminated soil, waste or other debris resulting
land or water, of acutely hazardous waste; or generates 100 kg or less
other debris resulting from the cleanup of a spill, into or on any
waste; or 100 kg or less of any residue or contaminated soil, waste or
month, and accumulates at any time: 1 kg or less of acutely hazardous
or generates 1 kg or less of acutely hazardous waste per calendar
month, and accumulates 1000 kg or less of hazardous waste at any time;
Handler: generates 100 kg or less of hazardous waste per calendarDescription:
Conditionally Exempt Small Quantity GeneratorClassification:
PrivateLand type:
08EPA Region:
801-328-1539Contact telephone:
USContact country:
SALT LAKE CITY, UT 84101
337 AMERICAN AVEContact address:
LARRY WARNERContact:
SALT LAKE CITY, UT 84101
AMERICAN AVEMailing address:
UTD035362581EPA ID:
SALT LAKE CITY, UT 84101
337 AMERICAN AVEFacility address:
GLENS POLISH AND PAINT INC.Facility name:
2010-04-07 00:00:00.0Date form received by agency:
RCRA-VSQG:
800 ft. Site 1 of 3 in cluster I
0.152 mi.
Relative:
Lower
Actual:
4231 ft.

1/8-1/4 SALT LAKE CITY, UT 84101
NW 337 AMERICAN AVE UTD035362581
I29 RCRA-VSQGGLENS POLISH AND PAINT INC.1000319453
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 45
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED
CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF
FLUOROCARBONS; ALL SPENT SOLVENT MIXTURES/BLENDS USED IN DEGREASING
1,1,1-TRICHLOROETHANE, CARBON TETRACHLORIDE AND CHLORINATED
TETRACHLOROETHYLENE, TRICHLORETHYLENE, METHYLENE CHLORIDE,
THE FOLLOWING SPENT HALOGENATED SOLVENTS USED IN DEGREASING:. Waste name:
F001. Waste code:
LEAD. Waste name:
D008. Waste code:
CHROMIUM. Waste name:
D007. Waste code:
IGNITABLE WASTE. Waste name:
D001. Waste code:
Hazardous Waste Summary:
Small Quantity GeneratorClassification:
GLENS POLISH AND PAINT INC.Site name:
1985-08-21 00:00:00.0Date form received by agency:
Historical Generators:
NoUsed oil transporter:
NoUsed oil transfer facility:
NoUsed oil Specification marketer:
NoUsed oil fuel marketer to burner:
NoUser oil refiner:
NoUsed oil processor:
NoUsed oil fuel burner:
NoFurnace exemption:
NoOn-site burner exemption:
NoUnderground injection activity:
NoTreater, storer or disposer of HW:
NoTransporter of hazardous waste:
NoRecycler of hazardous waste:
NoMixed waste (haz. and radioactive):
NoU.S. importer of hazardous waste:
Handler Activities Summary:
1985-08-21 00:00:00.Owner/Op start date:
OperatorOwner/Operator Type:
PrivateLegal status:
801-328-0942Owner/operator telephone:
USOwner/operator country:
SALT LAKE CITY, UT 84101
AMERICAN AVENUEOwner/operator address:
GLENS POLISH & PAINTOwner/operator name:
1985-08-21 00:00:00.Owner/Op start date:
OwnerOwner/Operator Type:
PrivateLegal status:
801-328-0942Owner/operator telephone:
USOwner/operator country:
SALT LAKE CITY, UT 84101
GLENS POLISH AND PAINT INC. (Continued) 1000319453
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 46
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
CHLOROFORM (OR) METHANE, TRICHLORO-. Waste name:
U044. Waste code:
2-PROPANONE (I) (OR) ACETONE (I). Waste name:
U002. Waste code:
CREOSOTE AND/OR PENTACHLOROPHENOL.
TREATMENT OF WASTEWATER FROM WOOD PRESERVING PROCESSES THAT USE
LISTING DOES NOT INCLUDE K001 BOTTOM SEDIMENT SLUDGE FROM THE
USE INORGANIC PRESERVATIVES CONTAINING ARSENIC OR CHROMIUM. THIS
FORMULATIONS FROM WOOD PRESERVING PROCESSES GENERATED AT PLANTS THAT
WASTEWATERS, PROCESS RESIDUALS, PRESERVATIVE DRIPPAGE, AND SPENT. Waste name:
F035. Waste code:
THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES.
LISTED IN F001, F002, OR F004; AND STILL BOTTOMS FROM THE RECOVERY OF
ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS OR THOSE SOLVENTS
CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF
2-ETHOXYETHANOL, AND 2-NITROPROPANE; ALL SPENT SOLVENT MIXTURES/BLENDS
KETONE, CARBON DISULFIDE, ISOBUTANOL, PYRIDINE, BENZENE,
THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: TOLUENE, METHYL ETHYL. Waste name:
F005. Waste code:
SPENT SOLVENT MIXTURES.
F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND
NONHALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001, F002, AND
TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR MORE OF THE ABOVE
SOLVENTS; ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE USE, A
AND NITROBENZENE; AND THE STILL BOTTOMS FROM THE RECOVERY OF THESE
THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: CRESOLS, CRESYLIC ACID,. Waste name:
F004. Waste code:
MIXTURES.
BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT
MORE OF THOSE SOLVENTS LISTED IN F001, F002, F004, AND F005; AND STILL
SOLVENTS, AND A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR
CONTAINING, BEFORE USE, ONE OR MORE OF THE ABOVE NONHALOGENATED
NONHALOGENATED SOLVENTS; AND ALL SPENT SOLVENT MIXTURES/BLENDS
MIXTURES/BLENDS CONTAINING, BEFORE USE, ONLY THE ABOVE SPENT
ALCOHOL, CYCLOHEXANONE, AND METHANOL; ALL SPENT SOLVENT
ACETATE, ETHYL BENZENE, ETHYL ETHER, METHYL ISOBUTYL KETONE, N-BUTYL
THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: XYLENE, ACETONE, ETHYL. Waste name:
F003. Waste code:
SPENT SOLVENT MIXTURES.
F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND
ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001, F004, AND
USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR MORE OF THE
TRICHLOROETHANE; ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE
ORTHO-DICHLOROBENZENE, TRICHLOROFLUOROMETHANE, AND 1,1,2,
CHLOROBENZENE, 1,1,2-TRICHLORO-1,2,2-TRIFLUOROETHANE,
METHYLENE CHLORIDE, TRICHLOROETHYLENE, 1,1,1-TRICHLOROETHANE,
THE FOLLOWING SPENT HALOGENATED SOLVENTS: TETRACHLOROETHYLENE,. Waste name:
F002. Waste code:
SPENT SOLVENTS AND SPENT SOLVENT MIXTURES.
IN F002, F004, AND F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE
GLENS POLISH AND PAINT INC. (Continued) 1000319453
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 47
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
StateEvaluation lead agency:
COMPLIANCE ASSISTANCE VISITEvaluation:
2010-04-07 00:00:00.0Evaluation date:
Evaluation Action Summary:
No violations foundViolation Status:
BENZENE, DIMETHYL- (I,T) (OR) XYLENE (I). Waste name:
U239. Waste code:
ETHANE, 1,1,1-TRICHLORO- (OR) METHYL CHLOROFORM. Waste name:
U226. Waste code:
BENZENE, METHYL- (OR) TOLUENE. Waste name:
U220. Waste code:
2-BUTANONE (I,T) (OR) METHYL ETHYL KETONE (MEK) (I,T). Waste name:
U159. Waste code:
METHANOL (I) (OR) METHYL ALCOHOL (I). Waste name:
U154. Waste code:
ACETIC ACID, ETHYL ESTER (I) (OR) ETHYL ACETATE (I). Waste name:
U112. Waste code:
METHANE, DICHLORO- (OR) METHYLENE CHLORIDE. Waste name:
U080. Waste code:
GLENS POLISH AND PAINT INC. (Continued) 1000319453
PrivateLegal status:
801-521-0360Owner/operator telephone:
SALT LAKE CITY, UT 84101
1082 SOUTH 300 WESTOwner/operator address:
MICHAEL T. ANDERSONOwner/operator name:
Owner/Operator Summary:
Handler: Non-Generators do not presently generate hazardous wasteDescription:
Non-GeneratorClassification:
PrivateLand type:
08EPA Region:
801-521-0360Contact telephone:
USContact country:
SALT LAKE CITY, UT 84101
1082 SOUTH 300 WESTContact address:
MICHAEL ANDERSONContact:
SALT LAKE CITY, UT 84101
300 WESTMailing address:
UTD001699560EPA ID:
SALT LAKE CITY, UT 84101
1082 SOUTH 300 WESTFacility address:
SEMI SERVICE INC.Facility name:
2011-10-21 00:00:00.0Date form received by agency:
RCRA NonGen / NLR:
803 ft.
0.152 mi.
Relative:
Lower
Actual:
4232 ft.

1/8-1/4 ECHOSALT LAKE CITY, UT 84101
WSW FINDS1082 SOUTH 300 WEST UTD001699560
30 RCRA NonGen / NLRSEMI SERVICE INC 1004788591
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 48
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
MORE OF THOSE SOLVENTS LISTED IN F001, F002, F004, AND F005; AND STILL
SOLVENTS, AND A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR
CONTAINING, BEFORE USE, ONE OR MORE OF THE ABOVE NONHALOGENATED
NONHALOGENATED SOLVENTS; AND ALL SPENT SOLVENT MIXTURES/BLENDS
MIXTURES/BLENDS CONTAINING, BEFORE USE, ONLY THE ABOVE SPENT
ALCOHOL, CYCLOHEXANONE, AND METHANOL; ALL SPENT SOLVENT
ACETATE, ETHYL BENZENE, ETHYL ETHER, METHYL ISOBUTYL KETONE, N-BUTYL
THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: XYLENE, ACETONE, ETHYL. Waste name:
F003. Waste code:
TRICHLORETHYLENE. Waste name:
D040. Waste code:
TETRACHLOROETHYLENE. Waste name:
D039. Waste code:
METHYL ETHYL KETONE. Waste name:
D035. Waste code:
BENZENE. Waste name:
D018. Waste code:
LEAD. Waste name:
D008. Waste code:
CADMIUM. Waste name:
D006. Waste code:
IGNITABLE WASTE. Waste name:
D001. Waste code:
Hazardous Waste Summary:
Conditionally Exempt Small Quantity GeneratorClassification:
SEMI SERVICE INC.Site name:
1995-04-10 00:00:00.0Date form received by agency:
Historical Generators:
NoUsed oil transporter:
NoUsed oil transfer facility:
NoUsed oil Specification marketer:
NoUsed oil fuel marketer to burner:
NoUser oil refiner:
NoUsed oil processor:
NoUsed oil fuel burner:
NoFurnace exemption:
NoOn-site burner exemption:
NoUnderground injection activity:
NoTreater, storer or disposer of HW:
NoTransporter of hazardous waste:
NoRecycler of hazardous waste:
NoMixed waste (haz. and radioactive):
NoU.S. importer of hazardous waste:
Handler Activities Summary:
OwnerOwner/Operator Type:
SEMI SERVICE INC (Continued)1004788591
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 49
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
SALT LAKE CITY, UT 84101City,State,Zip:
1082 SOUTH 300 WESTAddress:
SEMI SERVICE INCName:
http://echo.epa.gov/detailed-facility-report?fid=110005195902DFR URL:
110005195902Registry ID:
1004788591Envid:
ECHO:
additional FINDS: detail in the EDR Site Report.
Click this hyperlink while viewing on your computer to access
discharge does not adversely affect water quality.
requirements, and include other provisions to ensure that the
limits on what can be discharged, impose monitoring and reporting
States are required to obtain a permit. The permit will likely contain
discharge pollutants from any point source into waters of the United
issued under the Clean Water Act. Under NPDES, all facilities that
the Compliance Information System (ICIS) tracks surface water permits
US National Pollutant Discharge Elimination System (NPDES) module of
corrective action activities required under RCRA.
program staff to track the notification, permit, compliance, and
and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA
events and activities related to facilities that generate, transport,
Conservation and Recovery Act (RCRA) program through the tracking of
RCRAInfo is a national information system that supports the Resource
Environmental Interest/Information System:
registry_id=110005195902
http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_Facility URL:
110005195902Registry ID:
FINDS:
StateEvaluation lead agency:
COMPLIANCE ASSISTANCE VISITEvaluation:
2011-10-19 00:00:00.0Evaluation date:
Evaluation Action Summary:
No violations foundViolation Status:
THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES.
LISTED IN F001, F002, OR F004; AND STILL BOTTOMS FROM THE RECOVERY OF
ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS OR THOSE SOLVENTS
CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF
2-ETHOXYETHANOL, AND 2-NITROPROPANE; ALL SPENT SOLVENT MIXTURES/BLENDS
KETONE, CARBON DISULFIDE, ISOBUTANOL, PYRIDINE, BENZENE,
THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: TOLUENE, METHYL ETHYL. Waste name:
F005. Waste code:
MIXTURES.
BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT
SEMI SERVICE INC (Continued)1004788591
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 50
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
P029. Waste code:
Hazardous Waste Summary:
Not a generator, verifiedClassification:
RETEP CORPORATIONSite name:
1981-09-16 00:00:00.0Date form received by agency:
Historical Generators:
NoUsed oil transporter:
NoUsed oil transfer facility:
NoUsed oil Specification marketer:
NoUsed oil fuel marketer to burner:
NoUser oil refiner:
NoUsed oil processor:
NoUsed oil fuel burner:
NoFurnace exemption:
NoOn-site burner exemption:
NoUnderground injection activity:
NoTreater, storer or disposer of HW:
NoTransporter of hazardous waste:
NoRecycler of hazardous waste:
NoMixed waste (haz. and radioactive):
NoU.S. importer of hazardous waste:
Handler Activities Summary:
OwnerOwner/Operator Type:
PrivateLegal status:
999-999-9999Owner/operator telephone:
DATA NOT REQUESTED, UT 99999
DATA NOT REQUESTEDOwner/operator address:
RETEP CORPORATIONOwner/operator name:
Owner/Operator Summary:
Handler: Non-Generators do not presently generate hazardous wasteDescription:
Non-GeneratorClassification:
Facility is not located on Indian land. Additional information is not known.Land type:
08EPA Region:
801-486-3141Contact telephone:
USContact country:
SALT LAKE CITY, UT 84101
216 PAXTON AVEContact address:
PETERSON ALMAContact:
SALT LAKE CITY, UT 84101
PAXTON AVEMailing address:
UTD035380328EPA ID:
SALT LAKE CITY, UT 84101
216 PAXTON AVEFacility address:
RETEP CORPORATIONFacility name:
2007-02-22 00:00:00.0Date form received by agency:
RCRA NonGen / NLR:
829 ft. Site 3 of 3 in cluster F
0.157 mi.
Relative:
Higher
Actual:
4233 ft.

1/8-1/4 SALT LAKE CITY, UT 84101
SSE 216 PAXTON AVE UTD035380328
F31 RCRA NonGen / NLRRETEP CORPORATION 1010335331
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 51
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
State Enforcement lead agency:
1985-05-03 00:00:00.0 Enforcement action date:
WRITTEN INFORMAL Enforcement action:
StateViolation lead agency:
1985-05-03 00:00:00.0Date achieved compliance:
1984-11-05 00:00:00.0Date violation determined:
Generators - GeneralArea of violation:
State Enforcement lead agency:
1986-02-10 00:00:00.0 Enforcement action date:
INITIAL 3008(A) COMPLIANCE Enforcement action:
StateViolation lead agency:
1986-02-10 00:00:00.0Date achieved compliance:
1985-01-04 00:00:00.0Date violation determined:
Generators - GeneralArea of violation:
Facility Has Received Notices of Violations:
ETHENE, TRICHLORO- (OR) TRICHLOROETHYLENE. Waste name:
U228. Waste code:
ETHANE, 1,1,1-TRICHLORO- (OR) METHYL CHLOROFORM. Waste name:
U226. Waste code:
ETHENE, TETRACHLORO- (OR) TETRACHLOROETHYLENE. Waste name:
U210. Waste code:
METHANE, TRICHLOROFLUORO- (OR) TRICHLOROMONOFLUOROMETHANE. Waste name:
U121. Waste code:
METHANE, DICHLORO- (OR) METHYLENE CHLORIDE. Waste name:
U080. Waste code:
ETHANE, 1,2-DICHLORO- (OR) ETHYLENE DICHLORIDE. Waste name:
U077. Waste code:
DICHLORODIFLUOROMETHANE (OR) METHANE, DICHLORODIFLUORO-. Waste name:
U075. Waste code:
ZINC CYANIDE (OR) ZINC CYANIDE ZN(CN)2. Waste name:
P121. Waste code:
SODIUM CYANIDE (OR) SODIUM CYANIDE NA(CN). Waste name:
P106. Waste code:
SILVER CYANIDE (OR) SILVER CYANIDE AG(CN). Waste name:
P104. Waste code:
ARGENTATE (1-), BIS(CYANO-C)-, POTASSIUM (OR) POTASSIUM SILVER CYANIDE. Waste name:
P099. Waste code:
POTASSIUM CYANIDE (OR) POTASSIUM CYANIDE K(CN). Waste name:
P098. Waste code:
CYANIDES (SOLUBLE CYANIDE SALTS), NOT OTHERWISE SPECIFIED. Waste name:
P030. Waste code:
COPPER CYANIDE (OR) COPPER CYANIDE CU(CN). Waste name:
RETEP CORPORATION (Continued)1010335331
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 52
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
StateEvaluation lead agency:
1985-05-03 00:00:00.0Date achieved compliance:
Generators - GeneralArea of violation:
COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation:
1984-11-05 00:00:00.0Evaluation date:
StateEvaluation lead agency:
1986-02-10 00:00:00.0Date achieved compliance:
Generators - GeneralArea of violation:
COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation:
1985-01-04 00:00:00.0Evaluation date:
StateEvaluation lead agency:
COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation:
1986-02-10 00:00:00.0Evaluation date:
Evaluation Action Summary:
RETEP CORPORATION (Continued)1010335331
235 PAXTON AVE.Owner/operator address:
JOHNL. HALVERSONOwner/operator name:
Owner/Operator Summary:
hazardous waste
the cleanup of a spill, into or on any land or water, of acutely
any residue or contaminated soil, waste or other debris resulting from
time: 1 kg or less of acutely hazardous waste; or 100 kg or less of
hazardous waste during any calendar month, and accumulates at any
from the cleanup of a spill, into or on any land or water, of acutely
of any residue or contaminated soil, waste or other debris resulting
land or water, of acutely hazardous waste; or generates 100 kg or less
other debris resulting from the cleanup of a spill, into or on any
waste; or 100 kg or less of any residue or contaminated soil, waste or
month, and accumulates at any time: 1 kg or less of acutely hazardous
or generates 1 kg or less of acutely hazardous waste per calendar
month, and accumulates 1000 kg or less of hazardous waste at any time;
Handler: generates 100 kg or less of hazardous waste per calendarDescription:
Conditionally Exempt Small Quantity GeneratorClassification:
Facility is not located on Indian land. Additional information is not known.Land type:
08EPA Region:
801-467-9423Contact telephone:
USContact country:
SALT LAKE CITY, UT 84101
235 PAXTON AVEContact address:
STEVE HALVERSONContact:
SALT LAKE CITY, UT 84101
PAXTON AVEMailing address:
UTD056094055EPA ID:
SALT LAKE CITY, UT 84101
235 PAXTON AVEFacility address:
HALVERSON COFacility name:
1997-05-30 00:00:00.0Date form received by agency:
RCRA-VSQG:
854 ft. Site 2 of 2 in cluster H
0.162 mi.
Relative:
Higher
Actual:
4233 ft.

1/8-1/4 ECHOSALT LAKE CITY, UT 84101
SSE FINDS235 PAXTON AVE UTD056094055
H32 RCRA-VSQGHALVERSON CO 1000431581
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 53
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
events and activities related to facilities that generate, transport,
Conservation and Recovery Act (RCRA) program through the tracking of
RCRAInfo is a national information system that supports the Resource
Environmental Interest/Information System:
registry_id=110002265192
http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_Facility URL:
110002265192Registry ID:
FINDS:
StateEvaluation lead agency:
FOCUSED COMPLIANCE INSPECTIONEvaluation:
1997-04-01 00:00:00.0Evaluation date:
Evaluation Action Summary:
No violations foundViolation Status:
SPENT SOLVENT MIXTURES.
F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND
ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001, F004, AND
USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR MORE OF THE
TRICHLOROETHANE; ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE
ORTHO-DICHLOROBENZENE, TRICHLOROFLUOROMETHANE, AND 1,1,2,
CHLOROBENZENE, 1,1,2-TRICHLORO-1,2,2-TRIFLUOROETHANE,
METHYLENE CHLORIDE, TRICHLOROETHYLENE, 1,1,1-TRICHLOROETHANE,
THE FOLLOWING SPENT HALOGENATED SOLVENTS: TETRACHLOROETHYLENE,. Waste name:
F002. Waste code:
IGNITABLE WASTE. Waste name:
D001. Waste code:
Not Defined. Waste name:
D000. Waste code:
Hazardous Waste Summary:
NoUsed oil transporter:
NoUsed oil transfer facility:
NoUsed oil Specification marketer:
NoUsed oil fuel marketer to burner:
NoUser oil refiner:
NoUsed oil processor:
NoUsed oil fuel burner:
NoFurnace exemption:
NoOn-site burner exemption:
NoUnderground injection activity:
NoTreater, storer or disposer of HW:
NoTransporter of hazardous waste:
NoRecycler of hazardous waste:
NoMixed waste (haz. and radioactive):
NoU.S. importer of hazardous waste:
Handler Activities Summary:
OwnerOwner/Operator Type:
PrivateLegal status:
801-467-9423Owner/operator telephone:
SALT LAKE CITY, UT 84101
HALVERSON CO (Continued)1000431581
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 54
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
SALT LAKE CITY, UT 84101City,State,Zip:
235 PAXTON AVEAddress:
HALVERSON COMPANYName:
http://echo.epa.gov/detailed-facility-report?fid=110002265192DFR URL:
110002265192Registry ID:
1000431581Envid:
ECHO:
additional FINDS: detail in the EDR Site Report.
Click this hyperlink while viewing on your computer to access
operations.
Environmental Quality (UDEQ) mechanism for compliance and permitting
The CIM (Utah - Common Identifier Mechanism) is Utah’s Department of
discharge does not adversely affect water quality.
requirements, and include other provisions to ensure that the
limits on what can be discharged, impose monitoring and reporting
States are required to obtain a permit. The permit will likely contain
discharge pollutants from any point source into waters of the United
issued under the Clean Water Act. Under NPDES, all facilities that
the Compliance Information System (ICIS) tracks surface water permits
US National Pollutant Discharge Elimination System (NPDES) module of
corrective action activities required under RCRA.
program staff to track the notification, permit, compliance, and
and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA
HALVERSON CO (Continued)1000431581
hazardous waste during any calendar month, and accumulates at any
from the cleanup of a spill, into or on any land or water, of acutely
of any residue or contaminated soil, waste or other debris resulting
land or water, of acutely hazardous waste; or generates 100 kg or less
other debris resulting from the cleanup of a spill, into or on any
waste; or 100 kg or less of any residue or contaminated soil, waste or
month, and accumulates at any time: 1 kg or less of acutely hazardous
or generates 1 kg or less of acutely hazardous waste per calendar
month, and accumulates 1000 kg or less of hazardous waste at any time;
Handler: generates 100 kg or less of hazardous waste per calendarDescription:
Conditionally Exempt Small Quantity GeneratorClassification:
Facility is not located on Indian land. Additional information is not known.Land type:
08EPA Region:
801-322-1728Contact telephone:
USContact country:
SALT LAKE CITY, UT 84101
373 AMERICAN AVEContact address:
JERRY MACKIEContact:
SALT LAKE CITY, UT 84101
AMERICAN AVEMailing address:
UTD035389253EPA ID:
SALT LAKE CITY, UT 84101
373 AMERICAN AVEFacility address:
WASATCH BODY SHOPFacility name:
2013-06-18 00:00:00.0Date form received by agency:
RCRA-VSQG:
865 ft. Site 2 of 3 in cluster I
0.164 mi.
Relative:
Lower
Actual:
4231 ft.

1/8-1/4 SALT LAKE CITY, UT 84101
NW 373 AMERICAN AVE UTD035389253
I33 RCRA-VSQGWASATCH BODY SHOP 1000158850
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 55
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
Facility Has Received Notices of Violations:
THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES.
LISTED IN F001, F002, OR F004; AND STILL BOTTOMS FROM THE RECOVERY OF
ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS OR THOSE SOLVENTS
CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF
2-ETHOXYETHANOL, AND 2-NITROPROPANE; ALL SPENT SOLVENT MIXTURES/BLENDS
KETONE, CARBON DISULFIDE, ISOBUTANOL, PYRIDINE, BENZENE,
THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: TOLUENE, METHYL ETHYL. Waste name:
F005. Waste code:
MIXTURES.
BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT
MORE OF THOSE SOLVENTS LISTED IN F001, F002, F004, AND F005; AND STILL
SOLVENTS, AND A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR
CONTAINING, BEFORE USE, ONE OR MORE OF THE ABOVE NONHALOGENATED
NONHALOGENATED SOLVENTS; AND ALL SPENT SOLVENT MIXTURES/BLENDS
MIXTURES/BLENDS CONTAINING, BEFORE USE, ONLY THE ABOVE SPENT
ALCOHOL, CYCLOHEXANONE, AND METHANOL; ALL SPENT SOLVENT
ACETATE, ETHYL BENZENE, ETHYL ETHER, METHYL ISOBUTYL KETONE, N-BUTYL
THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: XYLENE, ACETONE, ETHYL. Waste name:
F003. Waste code:
Hazardous Waste Summary:
Conditionally Exempt Small Quantity GeneratorClassification:
WASATCH BODY SHOPSite name:
1985-08-16 00:00:00.0Date form received by agency:
Conditionally Exempt Small Quantity GeneratorClassification:
WASATCH BODY SHOP INC.Site name:
1990-02-23 00:00:00.0Date form received by agency:
Historical Generators:
NoUsed oil transporter:
NoUsed oil transfer facility:
NoUsed oil Specification marketer:
NoUsed oil fuel marketer to burner:
NoUser oil refiner:
NoUsed oil processor:
NoUsed oil fuel burner:
NoFurnace exemption:
NoOn-site burner exemption:
NoUnderground injection activity:
NoTreater, storer or disposer of HW:
NoTransporter of hazardous waste:
NoRecycler of hazardous waste:
NoMixed waste (haz. and radioactive):
NoU.S. importer of hazardous waste:
Handler Activities Summary:
hazardous waste
the cleanup of a spill, into or on any land or water, of acutely
any residue or contaminated soil, waste or other debris resulting from
time: 1 kg or less of acutely hazardous waste; or 100 kg or less of
WASATCH BODY SHOP (Continued) 1000158850
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 56
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
StateEvaluation lead agency:
COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation:
1986-03-07 00:00:00.0Evaluation date:
StateEvaluation lead agency:
1986-03-25 00:00:00.0Date achieved compliance:
Generators - GeneralArea of violation:
FOCUSED COMPLIANCE INSPECTIONEvaluation:
1986-03-12 00:00:00.0Evaluation date:
StateEvaluation lead agency:
COMPLIANCE ASSISTANCE VISITEvaluation:
2008-03-06 00:00:00.0Evaluation date:
Evaluation Action Summary:
State Enforcement lead agency:
1986-03-17 00:00:00.0 Enforcement action date:
WRITTEN INFORMAL Enforcement action:
StateViolation lead agency:
1986-03-25 00:00:00.0Date achieved compliance:
1986-03-12 00:00:00.0Date violation determined:
Generators - GeneralArea of violation:
WASATCH BODY SHOP (Continued) 1000158850
the cleanup of a spill, into or on any land or water, of acutely
any residue or contaminated soil, waste or other debris resulting from
time: 1 kg or less of acutely hazardous waste; or 100 kg or less of
hazardous waste during any calendar month, and accumulates at any
from the cleanup of a spill, into or on any land or water, of acutely
of any residue or contaminated soil, waste or other debris resulting
land or water, of acutely hazardous waste; or generates 100 kg or less
other debris resulting from the cleanup of a spill, into or on any
waste; or 100 kg or less of any residue or contaminated soil, waste or
month, and accumulates at any time: 1 kg or less of acutely hazardous
or generates 1 kg or less of acutely hazardous waste per calendar
month, and accumulates 1000 kg or less of hazardous waste at any time;
Handler: generates 100 kg or less of hazardous waste per calendarDescription:
Conditionally Exempt Small Quantity GeneratorClassification:
PrivateLand type:
08EPA Region:
801-328-9135Contact telephone:
USContact country:
SALT LAKE CITY, UT 84101
372 WEST AMERICAN AVEContact address:
BILL VENTURAContact:
SALT LAKE CITY, UT 84101
AMERICAN AVE.Mailing address:
UTD982590994EPA ID:
SALT LAKE CITY, UT 84101
372 WEST AMERICAN AVE.Facility address:
VENTURA’S CUSTOM AUTO PAINTINGFacility name:
2010-04-07 00:00:00.0Date form received by agency:
RCRA-VSQG:
899 ft. Site 3 of 3 in cluster I
0.170 mi.
Relative:
Lower
Actual:
4232 ft.

1/8-1/4 SALT LAKE CITY, UT 84101
NW 372 WEST AMERICAN AVE.UTD982590994
I34 RCRA-VSQGVENTURA’S CUSTOM AUTO PAINTING 1000422365
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 57
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
F003. Waste code:
METHYL ETHYL KETONE. Waste name:
D035. Waste code:
BENZENE. Waste name:
D018. Waste code:
IGNITABLE WASTE. Waste name:
D001. Waste code:
Hazardous Waste Summary:
Small Quantity GeneratorClassification:
VENTURA’S CUSTOM AUTO PAINTINGSite name:
1989-04-03 00:00:00.0Date form received by agency:
Historical Generators:
NoUsed oil transporter:
NoUsed oil transfer facility:
NoUsed oil Specification marketer:
NoUsed oil fuel marketer to burner:
NoUser oil refiner:
NoUsed oil processor:
NoUsed oil fuel burner:
NoFurnace exemption:
NoOn-site burner exemption:
NoUnderground injection activity:
NoTreater, storer or disposer of HW:
NoTransporter of hazardous waste:
NoRecycler of hazardous waste:
NoMixed waste (haz. and radioactive):
NoU.S. importer of hazardous waste:
Handler Activities Summary:
1989-04-03 00:00:00.Owner/Op start date:
OperatorOwner/Operator Type:
PrivateLegal status:
801-328-9135Owner/operator telephone:
USOwner/operator country:
SALT LAKE CITY, UT 84101
AMERICAN AVEOwner/operator address:
VENTURA’S CUSTOM AUTO PAINTINGOwner/operator name:
1989-04-03 00:00:00.Owner/Op start date:
OwnerOwner/Operator Type:
PrivateLegal status:
801-328-9135Owner/operator telephone:
USOwner/operator country:
SALT LAKE CITY, UT 84101
AMERICAN AVEOwner/operator address:
BILL VENTURAOwner/operator name:
Owner/Operator Summary:
hazardous waste
VENTURA’S CUSTOM AUTO PAINTING (Continued) 1000422365
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 58
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
StateEvaluation lead agency:
COMPLIANCE ASSISTANCE VISITEvaluation:
2010-04-07 00:00:00.0Evaluation date:
Evaluation Action Summary:
No violations foundViolation Status:
THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES.
LISTED IN F001, F002, OR F004; AND STILL BOTTOMS FROM THE RECOVERY OF
ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS OR THOSE SOLVENTS
CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF
2-ETHOXYETHANOL, AND 2-NITROPROPANE; ALL SPENT SOLVENT MIXTURES/BLENDS
KETONE, CARBON DISULFIDE, ISOBUTANOL, PYRIDINE, BENZENE,
THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: TOLUENE, METHYL ETHYL. Waste name:
F005. Waste code:
MIXTURES.
BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT
MORE OF THOSE SOLVENTS LISTED IN F001, F002, F004, AND F005; AND STILL
SOLVENTS, AND A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR
CONTAINING, BEFORE USE, ONE OR MORE OF THE ABOVE NONHALOGENATED
NONHALOGENATED SOLVENTS; AND ALL SPENT SOLVENT MIXTURES/BLENDS
MIXTURES/BLENDS CONTAINING, BEFORE USE, ONLY THE ABOVE SPENT
ALCOHOL, CYCLOHEXANONE, AND METHANOL; ALL SPENT SOLVENT
ACETATE, ETHYL BENZENE, ETHYL ETHER, METHYL ISOBUTYL KETONE, N-BUTYL
THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: XYLENE, ACETONE, ETHYL. Waste name:
VENTURA’S CUSTOM AUTO PAINTING (Continued) 1000422365
-Acres Cleaned Up:
-Completed Date:
-Redev Completition Date:
-Start Date:
-IC Data Access:
232438Acres Property ID:
-Datum:
affordable housing will be available by a light rail stop.
public will benefit since an older building will be redeveloped and
Transit Oriented Development stop and provide low income housing. The
new project will create construction jobs, redevelop a high use
Salt Lake City is in need of affordable and low income housing. ThisHighlights:
-Point of Reference:
-Map Scale:
-HCM Label:
-111.8970655Longitude:
40.7495068Latitude:
0.8Parcel size:
-Property Number:
TBAGrant Type:
R8 TBA (STAG Funded)Recipient Name:
SALT LAKE CITY, UT 84101City,State,Zip:
906 S 200 WAddress:
HENRIE’S DRY CLEANERSName:
US BROWNFIELDS:
913 ft. Site 1 of 5 in cluster J
0.173 mi.
Relative:
Higher
Actual:
4233 ft.

1/8-1/4 SALT LAKE CITY, UT 84101
NNE 906 S 200 W N/A
J35 US BROWNFIELDSHENRIE’S DRY CLEANERS 1023619946
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 59
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
-Sediments found:
-Petro products cleaned:
-Petro products found:
-PCBs cleaned up:
-PCBs found:
-PAHs cleaned up:
YPAHs found:
-Other contams found description:
-Other contaminants found:
-Other metals cleaned:
YOther metals found:
-Other cleaned up:
-Unknown media affected:
YNo media affected:
-Lead cleaned up:
-Lead contaminant found:
-Groundwater cleaned:
YGroundwater affected:
-Drinking water cleaned:
-Drinking water affected:
-Controled substance cleaned:
-Controled substance found:
-Asbestos cleaned:
YAsbestos found:
-Air cleaned:
-State/tribal NFA date:
-State/tribal program ID:
-State/tribal program date:
NIC in place:
-IC in place date:
-IC Cat. Enforcement Permit Tools:
-IC Cat. Gov. Controls:
-IC Cat. Info. Devices:
-IC Category Proprietary Controls:
UInstitutional Controls Required:
YPhoto Available:
NVideo Available:
YCleanup Required:
NDid Owner Change:
Henrie’s 9th South LLCCurrent Owner:
5-Aug-16Completion Date:
-Ownership Entity:
26-May-16Start Date:
n/aCooperative Agreement Number:
YAccomplishment Count:
Phase I Environmental AssessmentAccomplishment Type:
HazardousGrant Type:
-Cleanup Funding Entity:
US EPA - TBA FundingAssessment Funding Entity:
-Redevelopment Start Date:
-Redev. Funding Entity Name:
-Redev. Funding Source:
-Redevelopment Funding:
EPAAssessment Funding Source:
4000Assessment Funding:
-Cleanup Funding Source:
-Cleanup Funding:
HENRIE’S DRY CLEANERS (Continued) 1023619946
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 60
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
71.44Meidan Income Percent:
1483Meidan Income Number:
2033Meidan Income:
41.67Below Poverty Percent:
865Below Poverty Number:
cleaners.
and 70s. Site of chlorinated LUST adjacent to petro LUST and other dry
Residential use in 1911. Building added in 1926 with additions in 60sProperty Description:
-Past Use: Multistory
-Unknown media cleaned up:
-Indoor air media cleaned up:
-Building material media cleaned up:
-Media affected indoor air:
YMedia affected Bluiding Material:
0Future Use: Multistory
-Unknown contaminant found:
YSVOCs contaminant found:
-Selenium contaminant found:
-Pesticides contaminant found:
-No contaminant found:
-Nickel contaminant found:
YMercury contaminant found:
-Iron contaminant found:
-Copper contaminant found:
-Chromium contaminant found:
-Cadmium contaminant found:
-Arsenic contaminant found:
-Unknown clean up:
-SVOCs cleaned up:
-Selenium cleaned up:
-Pesticides cleaned up:
-No clean up:
-Nickel Cleaned Up:
-mercury cleaned up:
-Iron cleaned up:
-Copper cleaned up:
-Chromium cleaned up:
-Cadmium cleaned up:
-Arsenic cleaned up:
-Superfund Fed. landowner flag:
-Future use industrial acreage:
-Future use commercial acreage:
0.8Future use residential acreage:
-Future use greenspace acreage:
-Past use industrial acreage:
0.8Past use commercial acreage:
-Surface Water:
-Past use residential acreage:
-Past use greenspace acreage:
-Num. of cleanup and re-dev. jobs:
-Cleanup other description:
-VOCs cleaned:
YVOCs found:
-Surface water cleaned:
-Soil cleaned up:
YSoil affected:
-Sediments cleaned:
HENRIE’S DRY CLEANERS (Continued) 1023619946
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 61
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
-IC in place date:
-IC Cat. Enforcement Permit Tools:
-IC Cat. Gov. Controls:
-IC Cat. Info. Devices:
-IC Category Proprietary Controls:
UInstitutional Controls Required:
YPhoto Available:
NVideo Available:
YCleanup Required:
NDid Owner Change:
Henrie’s 9th South LLCCurrent Owner:
28-Oct-16Completion Date:
-Ownership Entity:
25-May-16Start Date:
n/aCooperative Agreement Number:
NAccomplishment Count:
Phase II Environmental AssessmentAccomplishment Type:
HazardousGrant Type:
-Cleanup Funding Entity:
US EPA - TBA FundingAssessment Funding Entity:
-Redevelopment Start Date:
-Redev. Funding Entity Name:
-Redev. Funding Source:
-Redevelopment Funding:
EPAAssessment Funding Source:
41895Assessment Funding:
-Cleanup Funding Source:
-Cleanup Funding:
-Acres Cleaned Up:
-Completed Date:
-Redev Completition Date:
-Start Date:
-IC Data Access:
232438Acres Property ID:
-Datum:
affordable housing will be available by a light rail stop.
public will benefit since an older building will be redeveloped and
Transit Oriented Development stop and provide low income housing. The
new project will create construction jobs, redevelop a high use
Salt Lake City is in need of affordable and low income housing. ThisHighlights:
-Point of Reference:
-Map Scale:
-HCM Label:
-111.8970655Longitude:
40.7495068Latitude:
0.8Parcel size:
-Property Number:
TBAGrant Type:
R8 TBA (STAG Funded)Recipient Name:
SALT LAKE CITY, UT 84101City,State,Zip:
906 S 200 WAddress:
HENRIE’S DRY CLEANERSName:
10.26Unemployed Percent:
213Unemployed Number:
6.2Vacant Housing Percent:
69Vacant Housing Number:
HENRIE’S DRY CLEANERS (Continued) 1023619946
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 62
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
-Selenium cleaned up:
-Pesticides cleaned up:
-No clean up:
-Nickel Cleaned Up:
-mercury cleaned up:
-Iron cleaned up:
-Copper cleaned up:
-Chromium cleaned up:
-Cadmium cleaned up:
-Arsenic cleaned up:
-Superfund Fed. landowner flag:
-Future use industrial acreage:
-Future use commercial acreage:
0.8Future use residential acreage:
-Future use greenspace acreage:
-Past use industrial acreage:
0.8Past use commercial acreage:
-Surface Water:
-Past use residential acreage:
-Past use greenspace acreage:
-Num. of cleanup and re-dev. jobs:
-Cleanup other description:
-VOCs cleaned:
YVOCs found:
-Surface water cleaned:
-Soil cleaned up:
YSoil affected:
-Sediments cleaned:
-Sediments found:
-Petro products cleaned:
-Petro products found:
-PCBs cleaned up:
-PCBs found:
-PAHs cleaned up:
YPAHs found:
-Other contams found description:
-Other contaminants found:
-Other metals cleaned:
YOther metals found:
-Other cleaned up:
-Unknown media affected:
YNo media affected:
-Lead cleaned up:
-Lead contaminant found:
-Groundwater cleaned:
YGroundwater affected:
-Drinking water cleaned:
-Drinking water affected:
-Controled substance cleaned:
-Controled substance found:
-Asbestos cleaned:
YAsbestos found:
-Air cleaned:
-State/tribal NFA date:
-State/tribal program ID:
-State/tribal program date:
NIC in place:
HENRIE’S DRY CLEANERS (Continued) 1023619946
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 63
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
-Completed Date:
-Redev Completition Date:
-Start Date:
-IC Data Access:
232438Acres Property ID:
-Datum:
affordable housing will be available by a light rail stop.
public will benefit since an older building will be redeveloped and
Transit Oriented Development stop and provide low income housing. The
new project will create construction jobs, redevelop a high use
Salt Lake City is in need of affordable and low income housing. ThisHighlights:
-Point of Reference:
-Map Scale:
-HCM Label:
-111.8970655Longitude:
40.7495068Latitude:
0.8Parcel size:
-Property Number:
TBAGrant Type:
R8 TBA (STAG Funded)Recipient Name:
SALT LAKE CITY, UT 84101City,State,Zip:
906 S 200 WAddress:
HENRIE’S DRY CLEANERSName:
10.26Unemployed Percent:
213Unemployed Number:
6.2Vacant Housing Percent:
69Vacant Housing Number:
71.44Meidan Income Percent:
1483Meidan Income Number:
2033Meidan Income:
41.67Below Poverty Percent:
865Below Poverty Number:
cleaners.
and 70s. Site of chlorinated LUST adjacent to petro LUST and other dry
Residential use in 1911. Building added in 1926 with additions in 60sProperty Description:
-Past Use: Multistory
-Unknown media cleaned up:
-Indoor air media cleaned up:
-Building material media cleaned up:
-Media affected indoor air:
YMedia affected Bluiding Material:
0Future Use: Multistory
-Unknown contaminant found:
YSVOCs contaminant found:
-Selenium contaminant found:
-Pesticides contaminant found:
-No contaminant found:
-Nickel contaminant found:
YMercury contaminant found:
-Iron contaminant found:
-Copper contaminant found:
-Chromium contaminant found:
-Cadmium contaminant found:
-Arsenic contaminant found:
-Unknown clean up:
-SVOCs cleaned up:
HENRIE’S DRY CLEANERS (Continued) 1023619946
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 64
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
-Petro products cleaned:
-Petro products found:
-PCBs cleaned up:
-PCBs found:
-PAHs cleaned up:
YPAHs found:
-Other contams found description:
-Other contaminants found:
-Other metals cleaned:
YOther metals found:
-Other cleaned up:
-Unknown media affected:
YNo media affected:
-Lead cleaned up:
-Lead contaminant found:
-Groundwater cleaned:
YGroundwater affected:
-Drinking water cleaned:
-Drinking water affected:
-Controled substance cleaned:
-Controled substance found:
-Asbestos cleaned:
YAsbestos found:
-Air cleaned:
-State/tribal NFA date:
-State/tribal program ID:
-State/tribal program date:
NIC in place:
-IC in place date:
-IC Cat. Enforcement Permit Tools:
-IC Cat. Gov. Controls:
-IC Cat. Info. Devices:
-IC Category Proprietary Controls:
UInstitutional Controls Required:
YPhoto Available:
NVideo Available:
YCleanup Required:
NDid Owner Change:
Henrie’s 9th South LLCCurrent Owner:
14-Apr-17Completion Date:
-Ownership Entity:
28-Oct-16Start Date:
n/aCooperative Agreement Number:
NAccomplishment Count:
Supplemental AssessmentAccomplishment Type:
HazardousGrant Type:
-Cleanup Funding Entity:
US EPA - TBA FundingAssessment Funding Entity:
-Redevelopment Start Date:
-Redev. Funding Entity Name:
-Redev. Funding Source:
-Redevelopment Funding:
EPAAssessment Funding Source:
39621Assessment Funding:
-Cleanup Funding Source:
-Cleanup Funding:
-Acres Cleaned Up:
HENRIE’S DRY CLEANERS (Continued) 1023619946
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 65
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
1483Meidan Income Number:
2033Meidan Income:
41.67Below Poverty Percent:
865Below Poverty Number:
cleaners.
and 70s. Site of chlorinated LUST adjacent to petro LUST and other dry
Residential use in 1911. Building added in 1926 with additions in 60sProperty Description:
-Past Use: Multistory
-Unknown media cleaned up:
-Indoor air media cleaned up:
-Building material media cleaned up:
-Media affected indoor air:
YMedia affected Bluiding Material:
0Future Use: Multistory
-Unknown contaminant found:
YSVOCs contaminant found:
-Selenium contaminant found:
-Pesticides contaminant found:
-No contaminant found:
-Nickel contaminant found:
YMercury contaminant found:
-Iron contaminant found:
-Copper contaminant found:
-Chromium contaminant found:
-Cadmium contaminant found:
-Arsenic contaminant found:
-Unknown clean up:
-SVOCs cleaned up:
-Selenium cleaned up:
-Pesticides cleaned up:
-No clean up:
-Nickel Cleaned Up:
-mercury cleaned up:
-Iron cleaned up:
-Copper cleaned up:
-Chromium cleaned up:
-Cadmium cleaned up:
-Arsenic cleaned up:
-Superfund Fed. landowner flag:
-Future use industrial acreage:
-Future use commercial acreage:
0.8Future use residential acreage:
-Future use greenspace acreage:
-Past use industrial acreage:
0.8Past use commercial acreage:
-Surface Water:
-Past use residential acreage:
-Past use greenspace acreage:
-Num. of cleanup and re-dev. jobs:
-Cleanup other description:
-VOCs cleaned:
YVOCs found:
-Surface water cleaned:
-Soil cleaned up:
YSoil affected:
-Sediments cleaned:
-Sediments found:
HENRIE’S DRY CLEANERS (Continued) 1023619946
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 66
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
10.26Unemployed Percent:
213Unemployed Number:
6.2Vacant Housing Percent:
69Vacant Housing Number:
71.44Meidan Income Percent:
HENRIE’S DRY CLEANERS (Continued) 1023619946
OwnerOwner/Operator Type:
PrivateLegal status:
801-359-2222Owner/operator telephone:
SALT LAKE CITY, UT 84101
906 SOUTH 200 WESTOwner/operator address:
HENRIE BOYDOwner/operator name:
2004-01-01 00:00:00.Owner/Op start date:
OperatorOwner/Operator Type:
PrivateLegal status:
801-277-7580Owner/operator telephone:
USOwner/operator country:
SALT LAKE CITY, UT 84104
QUAIL POINT ROADOwner/operator address:
MIKE HORRALLOwner/operator name:
1986-01-01 00:00:00.Owner/Op start date:
OwnerOwner/Operator Type:
PrivateLegal status:
801-359-2222Owner/operator telephone:
USOwner/operator country:
SALT LAKE CITY, UT 84101
906 SOUTH 200 WESTOwner/operator address:
HENRIE BOYDOwner/operator name:
Owner/Operator Summary:
Handler: Non-Generators do not presently generate hazardous wasteDescription:
Non-GeneratorClassification:
PrivateLand type:
08EPA Region:
[e-mail] email:
801-277-7580Contact telephone:
USContact country:
SALT LAKE CITY, UT 84124
QUAIL POINT ROADContact address:
MICHAEL E HORRALLContact:
SALT LAKE CITY, UT 84101
200 WESTMailing address:
UTD035388750EPA ID:
SALT LAKE CITY, UT 84101
906 SOUTH 200 WESTFacility address:
HENRIES DRY CLEANERSFacility name:
2018-11-29 00:00:00.0Date form received by agency:
RCRA NonGen / NLR:
913 ft. Site 2 of 5 in cluster J
0.173 mi.UT DRYCLEANERS
Relative:
Higher
Actual:
4233 ft.

1/8-1/4 ECHOSALT LAKE CITY, UT 84101
NNE FINDS906 SOUTH 200 WEST UTD035388750
J36 RCRA NonGen / NLRHENRIES DRY CLEANERS 1000424502
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 67
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
Evaluation Action Summary:
No violations foundViolation Status:
SPENT SOLVENT MIXTURES.
F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND
ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001, F004, AND
USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR MORE OF THE
TRICHLOROETHANE; ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE
ORTHO-DICHLOROBENZENE, TRICHLOROFLUOROMETHANE, AND 1,1,2,
CHLOROBENZENE, 1,1,2-TRICHLORO-1,2,2-TRIFLUOROETHANE,
METHYLENE CHLORIDE, TRICHLOROETHYLENE, 1,1,1-TRICHLOROETHANE,
THE FOLLOWING SPENT HALOGENATED SOLVENTS: TETRACHLOROETHYLENE,. Waste name:
F002. Waste code:
SPENT SOLVENTS AND SPENT SOLVENT MIXTURES.
IN F002, F004, AND F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE
ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED
CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF
FLUOROCARBONS; ALL SPENT SOLVENT MIXTURES/BLENDS USED IN DEGREASING
1,1,1-TRICHLOROETHANE, CARBON TETRACHLORIDE AND CHLORINATED
TETRACHLOROETHYLENE, TRICHLORETHYLENE, METHYLENE CHLORIDE,
THE FOLLOWING SPENT HALOGENATED SOLVENTS USED IN DEGREASING:. Waste name:
F001. Waste code:
TETRACHLOROETHYLENE. Waste name:
D039. Waste code:
Hazardous Waste Summary:
Conditionally Exempt Small Quantity GeneratorClassification:
HENRIES DRY CLEANERSSite name:
1986-09-11 00:00:00.0Date form received by agency:
Small Quantity GeneratorClassification:
HENRIES DRY CLEANERSSite name:
2013-09-17 00:00:00.0Date form received by agency:
Historical Generators:
NoUsed oil transporter:
NoUsed oil transfer facility:
NoUsed oil Specification marketer:
NoUsed oil fuel marketer to burner:
NoUser oil refiner:
NoUsed oil processor:
NoUsed oil fuel burner:
NoFurnace exemption:
NoOn-site burner exemption:
NoUnderground injection activity:
NoTreater, storer or disposer of HW:
NoTransporter of hazardous waste:
NoRecycler of hazardous waste:
NoMixed waste (haz. and radioactive):
NoU.S. importer of hazardous waste:
Handler Activities Summary:
HENRIES DRY CLEANERS (Continued) 1000424502
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 68
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
Salt Lake City, UT 84101Mailing City/State/Zip:
906 South 200 WestMailing Address:
4# Machines:
11/22/17Date of Last Inspection:
UT0801248Facility ID:
SALT LAKE CITY, UTCity,State,Zip:
906 SOUTH 200 WESTAddress:
HENRIES DRY CLEANERSName:
DRYCLEANERS:
SALT LAKE CITY, UT 84101City,State,Zip:
906 SOUTH 200 WESTAddress:
HENRIES DRY CLEANERSName:
http://echo.epa.gov/detailed-facility-report?fid=110005196812DFR URL:
110005196812Registry ID:
1000424502Envid:
ECHO:
additional FINDS: detail in the EDR Site Report.
Click this hyperlink while viewing on your computer to access
corrective action activities required under RCRA.
program staff to track the notification, permit, compliance, and
and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA
events and activities related to facilities that generate, transport,
Conservation and Recovery Act (RCRA) program through the tracking of
RCRAInfo is a national information system that supports the Resource
Environmental Interest/Information System:
registry_id=110005196812
http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_Facility URL:
110005196812Registry ID:
FINDS:
StateEvaluation lead agency:
COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation:
2013-09-16 00:00:00.0Evaluation date:
StateEvaluation lead agency:
COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation:
2018-11-29 00:00:00.0Evaluation date:
HENRIES DRY CLEANERS (Continued) 1000424502
06/14/2019Date Of Termination:
10/04/2018Date Of Agreement:
08/09/2018Date Of Application:
Terminated by applicantStatus:
JOSEPH KATZProject Manager:
0.85Site Acreage:
VCP-C096VCP Number:
SALT LAKE CITY, UTCity,State,Zip:
906 SOUTH 200 WESTAddress:
FORMER HENRIES DRY CLEANER 9TH SOUTHName:
VCP:
913 ft. Site 3 of 5 in cluster J
0.173 mi.
Relative:
Higher
Actual:
4233 ft.

1/8-1/4 SALT LAKE CITY, UT 84104
NNE UT EWA906 SOUTH 200 WEST N/A
J37 UT VCPFORMER HENRIES DRY CLEANING FACILITY S122875925
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 69
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
4511331Longitude:
424254Latitude:
Enforceable Written Assurances - 137Map Label:
9696State Key:
8015364104Contact Phone Number:
Joseph KatzCurrent Project Manager:
New9585Department Id #:
Enforceable Written AssurancesSite Program Description:
137Site Program Id #:
SALT LAKE CITY, UT 84104City,State,Zip:
906 SOUTH 200 WESTAddress:
FORMER HENRIES DRY CLEANING FACILITYName:
EWA:
FORMER HENRIES DRY CLEANING FACILITY (Continued) S122875925
2Closed Tanks:
2Total Tanks:
[phone]Owner Phone:
SALT LAKE CITY, UT 84101Owner City,St,Zip:
906 S 200 WOwner Address:
VOGUE CLEANINGOwner Name:
4001222Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
906 S 200 WAddress:
VOGUE CLEANINGName:
UST:
[Evan Sullivan]Project Manager:
SALT LAKE CITY, UT 84101Owner City,St,Zip:
84101Owner Zip:
UTOwner State:
SALT LAKE CITYOwner City:
906 S 200 WOwner Address:
VOGUE CLEANINGOwner Name:
12/14/1990Notification Date:
10/29/1996Closed Date:
GKCRelease Id:
4001222Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
906 S 200 WAddress:
VOGUE CLEANINGName:
LUST:
913 ft. Site 4 of 5 in cluster J
0.173 mi.
Relative:
Higher
Actual:
4233 ft.

1/8-1/4 SALT LAKE CITY, UT 84101
NNE UT UST906 S 200 W N/A
J38 UT LUSTVOGUE CLEANING U003149743
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MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
8/8/2019Date Of Completion:
02/28/2018Date Of Agreement:
12/07/2017Date Of Application:
Certificate of Completion issuedStatus:
KRISTEN (LEIGH) ANDERSONProject Manager:
2.80Site Acreage:
VCP-C091VCP Number:
SALT LAKE CITY, UTCity,State,Zip:
1040 SOUTH 400 WESTAddress:
DALTON’S EDGE MULTI-FAMILYName:
VCP:
933 ft.
0.177 mi.
Relative:
Lower
Actual:
4231 ft.

1/8-1/4 SALT LAKE CITY, UT
West 1040 SOUTH 400 WEST N/A
39 UT VCPDALTON’S EDGE MULTI-FAMILY S121450070
NoFurnace exemption:
NoOn-site burner exemption:
NoUnderground injection activity:
NoTreater, storer or disposer of HW:
NoTransporter of hazardous waste:
NoRecycler of hazardous waste:
NoMixed waste (haz. and radioactive):
NoU.S. importer of hazardous waste:
Handler Activities Summary:
OwnerOwner/Operator Type:
PrivateLegal status:
801-485-5561Owner/operator telephone:
SALT LAKE CITY, UT 84115
1612 SOUTH STATEOwner/operator address:
INTERMOUNTAIN RADIATOROwner/operator name:
Owner/Operator Summary:
Handler: Non-Generators do not presently generate hazardous wasteDescription:
Non-GeneratorClassification:
Facility is not located on Indian land. Additional information is not known.Land type:
08EPA Region:
801-355-1112Contact telephone:
USContact country:
SALT LAKE CITY, UT 84101
259 WEST 9TH SOUTHContact address:
DON HUNTERContact:
SALT LAKE CITY, UT 84101
900 SOUTHMailing address:
UTD988070934EPA ID:
SALT LAKE CITY, UT 84101
259 WEST 900 SOUTHFacility address:
CITY WELDING & RADIATOR WORKSFacility name:
2011-11-15 00:00:00.0Date form received by agency:
RCRA NonGen / NLR:
980 ft.
0.186 mi.
Relative:
Higher
Actual:
4233 ft.

1/8-1/4 ECHOSALT LAKE CITY, UT 84101
North FINDS259 WEST 900 SOUTH UTD988070934
40 RCRA NonGen / NLRCITY WELDING & RADIATOR WORKS 1004788702
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MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
SALT LAKE CITY, UT 84101City,State,Zip:
259 WEST 900 SOUTHAddress:
CITY WELDING & RADIATOR WORKSName:
http://echo.epa.gov/detailed-facility-report?fid=110005204741DFR URL:
110005204741Registry ID:
1004788702Envid:
ECHO:
additional FINDS: detail in the EDR Site Report.
Click this hyperlink while viewing on your computer to access
corrective action activities required under RCRA.
program staff to track the notification, permit, compliance, and
and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA
events and activities related to facilities that generate, transport,
Conservation and Recovery Act (RCRA) program through the tracking of
RCRAInfo is a national information system that supports the Resource
Environmental Interest/Information System:
registry_id=110005204741
http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_Facility URL:
110005204741Registry ID:
FINDS:
StateEvaluation lead agency:
COMPLIANCE ASSISTANCE VISITEvaluation:
2011-10-21 00:00:00.0Evaluation date:
Evaluation Action Summary:
No violations foundViolation Status:
LEAD. Waste name:
D008. Waste code:
Not Defined. Waste name:
D000. Waste code:
Hazardous Waste Summary:
Conditionally Exempt Small Quantity GeneratorClassification:
CITY WELDING & RADIATOR WORKSSite name:
1991-04-22 00:00:00.0Date form received by agency:
Historical Generators:
NoUsed oil transporter:
NoUsed oil transfer facility:
NoUsed oil Specification marketer:
NoUsed oil fuel marketer to burner:
NoUser oil refiner:
NoUsed oil processor:
NoUsed oil fuel burner:
CITY WELDING & RADIATOR WORKS (Continued) 1004788702
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 72
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
1Closed Tanks:
1Total Tanks:
[phone]Owner Phone:
SALT LAKE CITY, UT 84101Owner City,St,Zip:
1174 S 300 WOwner Address:
PETROLEUM EQUIPMENT COOwner Name:
4000696Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
1174 S 300 WAddress:
PETROLEUM EQUIPMENT CO.Name:
UST:
Hong-Lei TaoProject Manager:
SALT LAKE CITY, UT 84101Owner City,St,Zip:
84101Owner Zip:
UTOwner State:
SALT LAKE CITYOwner City:
1174 S 300 WOwner Address:
PETROLEUM EQUIPMENT COOwner Name:
12/02/1999Notification Date:
12/03/2003Closed Date:
LCHRelease Id:
4000696Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
1174 S 300 WAddress:
PETROLEUM EQUIPMENT CO.Name:
LUST:
1021 ft. Site 1 of 5 in cluster K
0.193 mi.
Relative:
Lower
Actual:
4232 ft.

1/8-1/4 SALT LAKE CITY, UT 84101
South UT UST1174 S 300 W N/A
K41 UT LUSTPETROLEUM EQUIPMENT CO.U003149772
month, and accumulates at any time: 1 kg or less of acutely hazardous
or generates 1 kg or less of acutely hazardous waste per calendar
month, and accumulates 1000 kg or less of hazardous waste at any time;
Handler: generates 100 kg or less of hazardous waste per calendarDescription:
Conditionally Exempt Small Quantity GeneratorClassification:
08EPA Region:
801-485-9606Contact telephone:
USContact country:
SALT LAKE CITY, UT 84101
1191 SOUTH 300 WESTContact address:
DARIN TALLContact:
SAME AS ABOVE, UT 84101
SAME AS ABOVEMailing address:
UTR000005231EPA ID:
SALT LAKE CITY, UT 84101
1191 SOUTH 300 WESTFacility address:
DOYLES BODY AND PAINT LLC.Facility name:
1999-09-23 00:00:00.0Date form received by agency:
RCRA-VSQG:
1064 ft. Site 2 of 5 in cluster K
0.202 mi.
Relative:
Lower
Actual:
4232 ft.

1/8-1/4 ECHOSALT LAKE CITY, UT 84101
South FINDS1191 SOUTH 300 WEST UTR000005231
K42 RCRA-VSQGDOYLES BODY AND PAINT LLC.1004789038
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MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
corrective action activities required under RCRA.
program staff to track the notification, permit, compliance, and
and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA
events and activities related to facilities that generate, transport,
Conservation and Recovery Act (RCRA) program through the tracking of
RCRAInfo is a national information system that supports the Resource
Environmental Interest/Information System:
registry_id=110005211369
http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_Facility URL:
110005211369Registry ID:
FINDS:
No violations foundViolation Status:
IGNITABLE WASTE. Waste name:
D001. Waste code:
Hazardous Waste Summary:
NoUsed oil transporter:
NoUsed oil transfer facility:
NoUsed oil Specification marketer:
NoUsed oil fuel marketer to burner:
NoUser oil refiner:
NoUsed oil processor:
NoUsed oil fuel burner:
NoFurnace exemption:
NoOn-site burner exemption:
NoUnderground injection activity:
NoTreater, storer or disposer of HW:
NoTransporter of hazardous waste:
NoRecycler of hazardous waste:
NoMixed waste (haz. and radioactive):
NoU.S. importer of hazardous waste:
Handler Activities Summary:
OwnerOwner/Operator Type:
PrivateLegal status:
801-485-9606Owner/operator telephone:
SALT LAKE CITY, UT 84101
1191 SOUTH 300 WESTOwner/operator address:
DARIN TALL AND RUSS ROGERSOwner/operator name:
Owner/Operator Summary:
hazardous waste
the cleanup of a spill, into or on any land or water, of acutely
any residue or contaminated soil, waste or other debris resulting from
time: 1 kg or less of acutely hazardous waste; or 100 kg or less of
hazardous waste during any calendar month, and accumulates at any
from the cleanup of a spill, into or on any land or water, of acutely
of any residue or contaminated soil, waste or other debris resulting
land or water, of acutely hazardous waste; or generates 100 kg or less
other debris resulting from the cleanup of a spill, into or on any
waste; or 100 kg or less of any residue or contaminated soil, waste or
DOYLES BODY AND PAINT LLC. (Continued) 1004789038
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 74
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
SALT LAKE CITY, UT 84101City,State,Zip:
1191 SOUTH 300 WESTAddress:
DOYLES BODY AND PAINT LLC.Name:
http://echo.epa.gov/detailed-facility-report?fid=110005211369DFR URL:
110005211369Registry ID:
1004789038Envid:
ECHO:
additional FINDS: detail in the EDR Site Report.
Click this hyperlink while viewing on your computer to access
DOYLES BODY AND PAINT LLC. (Continued) 1004789038
OwnerOwner/Operator Type:
PrivateLegal status:
801-363-8900Owner/operator telephone:
SALT LAKE CITY, UT 84125
336 SOUTH 400 WESTOwner/operator address:
YESCO PROFIT SHARINGOwner/operator name:
Owner/Operator Summary:
hazardous waste
the cleanup of a spill, into or on any land or water, of acutely
any residue or contaminated soil, waste or other debris resulting from
time: 1 kg or less of acutely hazardous waste; or 100 kg or less of
hazardous waste during any calendar month, and accumulates at any
from the cleanup of a spill, into or on any land or water, of acutely
of any residue or contaminated soil, waste or other debris resulting
land or water, of acutely hazardous waste; or generates 100 kg or less
other debris resulting from the cleanup of a spill, into or on any
waste; or 100 kg or less of any residue or contaminated soil, waste or
month, and accumulates at any time: 1 kg or less of acutely hazardous
or generates 1 kg or less of acutely hazardous waste per calendar
month, and accumulates 1000 kg or less of hazardous waste at any time;
Handler: generates 100 kg or less of hazardous waste per calendarDescription:
Conditionally Exempt Small Quantity GeneratorClassification:
Facility is not located on Indian land. Additional information is not known.Land type:
08EPA Region:
801-487-9700Contact telephone:
USContact country:
SALT LAKE CITY, UT 84101
344 WEST PAXTON AVEContact address:
WENDIE FLITTONContact:
SALT LAKE CITY, UT 84101
WEST PAXTON AVEMailing address:
UT0000090779EPA ID:
SALT LAKE CITY, UT 84101
344 WEST PAXTON AVEFacility address:
SUPERIOR GRINDING AND SALES INCFacility name:
1993-12-14 00:00:00.0Date form received by agency:
RCRA-VSQG:
1074 ft.
0.203 mi.
Relative:
Lower
Actual:
4231 ft.

1/8-1/4 SALT LAKE CITY, UT 84101
SSW 344 WEST PAXTON AVE UT0000090779
43 RCRA-VSQGSUPERIOR GRINDING AND SALES INC 1000920164
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MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
StateEvaluation lead agency:
COMPLIANCE ASSISTANCE VISITEvaluation:
2008-03-11 00:00:00.0Evaluation date:
Evaluation Action Summary:
No violations foundViolation Status:
IGNITABLE WASTE. Waste name:
D001. Waste code:
Hazardous Waste Summary:
NoUsed oil transporter:
NoUsed oil transfer facility:
NoUsed oil Specification marketer:
NoUsed oil fuel marketer to burner:
NoUser oil refiner:
NoUsed oil processor:
NoUsed oil fuel burner:
NoFurnace exemption:
NoOn-site burner exemption:
NoUnderground injection activity:
NoTreater, storer or disposer of HW:
NoTransporter of hazardous waste:
NoRecycler of hazardous waste:
NoMixed waste (haz. and radioactive):
NoU.S. importer of hazardous waste:
Handler Activities Summary:
SUPERIOR GRINDING AND SALES INC (Continued) 1000920164
cleanup of a spill, into or on any land or water, of acutely hazardous
residue or contaminated soil, waste or other debris resulting from the
during any calendar month; or generates more than 100 kg of any
calendar month; or generates more than 1 kg of acutely hazardous waste
Handler: generates 1,000 kg or more of hazardous waste during anyDescription:
Large Quantity GeneratorClassification:
PrivateLand type:
08EPA Region:
[e-mail] email:
800-587-2228Contact telephone:
USContact country:
MINNEAPOLIS, MN 55440
P.O. BOX 111Contact address:
STEVE MUSSERContact:
MINNEAPOLIS, MN 55440
P.O. BOX 111Mailing address:
UTR000011247EPA ID:
SALT LAKE CITY, UT 84101
1110 S 300 WFacility address:
TARGET STORE T2641Facility name:
2018-02-14 00:00:00.0Date form received by agency:
RCRA-LQG:
1137 ft.
0.215 mi.
Relative:
Lower
Actual:
4231 ft.

1/8-1/4 SALT LAKE CITY, UT 84101
SW 1110 S 300 W UTR000011247
44 RCRA-LQGTARGET STORE T2641 1014401903
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 76
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
NoUsed oil processor:
NoUsed oil fuel burner:
NoFurnace exemption:
NoOn-site burner exemption:
NoUnderground injection activity:
NoTreater, storer or disposer of HW:
NoTransporter of hazardous waste:
NoRecycler of hazardous waste:
NoMixed waste (haz. and radioactive):
NoU.S. importer of hazardous waste:
Handler Activities Summary:
2010-09-15 00:00:00.Owner/Op start date:
OwnerOwner/Operator Type:
PrivateLegal status:
612-696-4014Owner/operator telephone:
USOwner/operator country:
MINNEAPOLIS, MN 55440
P.O. BOX 111Owner/operator address:
TARGET CORPORATIONOwner/operator name:
2010-09-15 00:00:00.Owner/Op start date:
OperatorOwner/Operator Type:
PrivateLegal status:
612-696-4014Owner/operator telephone:
USOwner/operator country:
MINNEAPOLIS, MN 55440
P.O. BOX 111Owner/operator address:
TARGET CORPORATIONOwner/operator name:
2010-10-06 00:00:00.Owner/Op start date:
OperatorOwner/Operator Type:
PrivateLegal status:
800-587-2228Owner/operator telephone:
USOwner/operator country:
MINNEAPOLIS, MN 55440
P.O. BOX 111Owner/operator address:
TARGET CORPORATIONOwner/operator name:
2010-10-06 00:00:00.Owner/Op start date:
OwnerOwner/Operator Type:
PrivateLegal status:
800-587-2228Owner/operator telephone:
USOwner/operator country:
MINNEAPOLIS, MN 55440
P.O. BOX 111Owner/operator address:
TARGET CORPORATIONOwner/operator name:
Owner/Operator Summary:
100 kg of that material at any time
hazardous waste during any calendar month, and accumulates more than
from the cleanup of a spill, into or on any land or water, of acutely
of any residue or contaminated soil, waste or other debris resulting
kg of acutely hazardous waste at any time; or generates 100 kg or less
hazardous waste during any calendar month, and accumulates more than 1
waste during any calendar month; or generates 1 kg or less of acutely
TARGET STORE T2641 (Continued)1014401903
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MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
D016. Waste code:
SILVER. Waste name:
D011. Waste code:
SELENIUM. Waste name:
D010. Waste code:
MERCURY. Waste name:
D009. Waste code:
LEAD. Waste name:
D008. Waste code:
CHROMIUM. Waste name:
D007. Waste code:
CADMIUM. Waste name:
D006. Waste code:
BARIUM. Waste name:
D005. Waste code:
ARSENIC. Waste name:
D004. Waste code:
CORROSIVE WASTE. Waste name:
D002. Waste code:
IGNITABLE WASTE. Waste name:
D001. Waste code:
Hazardous Waste Summary:
Conditionally Exempt Small Quantity GeneratorClassification:
TARGET STORE #2641Site name:
2010-09-14 00:00:00.0Date form received by agency:
Small Quantity GeneratorClassification:
TARGET STORE #2641Site name:
2013-06-04 00:00:00.0Date form received by agency:
Small Quantity GeneratorClassification:
TARGET STORE T2641Site name:
2016-02-24 00:00:00.0Date form received by agency:
Large Quantity GeneratorClassification:
TARGET STORE T2641Site name:
2017-12-27 00:00:00.0Date form received by agency:
Historical Generators:
NoUsed oil transporter:
NoUsed oil transfer facility:
NoUsed oil Specification marketer:
NoUsed oil fuel marketer to burner:
NoUser oil refiner:
TARGET STORE T2641 (Continued)1014401903
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 78
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
FORMALDEHYDE. Waste name:
U122. Waste code:
BENZENE, 1,4-DICHLORO- (OR) P-DICHLOROBENZENE. Waste name:
U072. Waste code:
2-OXIDE (OR) CYCLOPHOSPHAMIDE
2H-1,3,2-OXAZAPHOSPHORIN-2-AMINE, N,N-BIS(2-CHLOROETHYL)TETRAHYDRO-,. Waste name:
U058. Waste code:
CHLOROFORM (OR) METHANE, TRICHLORO-. Waste name:
U044. Waste code:
BENZENEBUTANOIC ACID, 4-[BIS(2-CHLOROETHYL)AMINO]- (OR) CHLORAMBUCIL. Waste name:
U035. Waste code:
ACETALDEHYDE, TRICHLORO- (OR) CHLORAL. Waste name:
U034. Waste code:
2-PROPANONE (I) (OR) ACETONE (I). Waste name:
U002. Waste code:
1,2,3-PROPANETRIOL, TRINITRATE (R) (OR) NITROGLYCERINE (R). Waste name:
P081. Waste code:
SALTS
NICOTINE, & SALTS (OR) PYRIDINE, 3-(1-METHYL-2-PYRROLIDINYL)-,(S)-, &. Waste name:
P075. Waste code:
EPINEPHRINE
1,2-BENZENEDIOL, 4-[1-HYDROXY-2-(METHYLAMINO)ETHYL]-, (R)- (OR). Waste name:
P042. Waste code:
SALTS, WHEN PRESENT AT CONCENTRATIONS GREATER THAN 0.3%
WHEN PRESENT AT CONCENTRATIONS GREATER THAN 0.3% (OR) WARFARIN, &
2H-1-BENZOPYRAN-2-ONE, 4-HYDROXY-3-(3-OXO-1-PHENYLBUTYL)-, & SALTS,. Waste name:
P001. Waste code:
TETRACHLOROETHYLENE. Waste name:
D039. Waste code:
METHYL ETHYL KETONE. Waste name:
D035. Waste code:
1,4-DICHLOROBENZENE. Waste name:
D027. Waste code:
CRESOL. Waste name:
D026. Waste code:
M-CRESOL. Waste name:
D024. Waste code:
BENZENE. Waste name:
D018. Waste code:
2,4-D (2,4-DICHLOROPHENOXYACETIC ACID). Waste name:
TARGET STORE T2641 (Continued)1014401903
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 79
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
D006Waste code:
558Amount (Lbs):
BARIUMWaste name:
D005Waste code:
3Amount (Lbs):
ARSENICWaste name:
D004Waste code:
456Amount (Lbs):
DISPOSED, THE WASTE WOULD BE A CORROSIVE HAZARDOUS WASTE.
THESE CAUSTIC OR ACID SOLUTIONS BECOME CONTAMINATED AND MUST BE
USED BY MANY INDUSTRIES TO CLEAN METAL PARTS PRIOR TO PAINTING. WHEN
OR DEGREASE PARTS. HYDROCHLORIC ACID, A SOLUTION WITH A LOW PH, IS
CAUSTIC SOLUTION WITH A HIGH PH, IS OFTEN USED BY INDUSTRIES TO CLEAN
CONSIDERED TO BE A CORROSIVE HAZARDOUS WASTE. SODIUM HYDROXIDE, A
A WASTE WHICH HAS A PH OF LESS THAN 2 OR GREATER THAN 12.5 ISWaste name:
D002Waste code:
1090Amount (Lbs):
WHICH WOULD BE CONSIDERED AS IGNITABLE HAZARDOUS WASTE.
MATERIAL. LACQUER THINNER IS AN EXAMPLE OF A COMMONLY USED SOLVENT
WHICH CAN BE OBTAINED FROM THE MANUFACTURER OR DISTRIBUTOR OF THE
FLASH POINT OF A WASTE IS TO REVIEW THE MATERIAL SAFETY DATA SHEET,
CLOSED CUP FLASH POINT TESTER. ANOTHER METHOD OF DETERMINING THE
LESS THAN 140 DEGREES FAHRENHEIT AS DETERMINED BY A PENSKY-MARTENS
IGNITABLE HAZARDOUS WASTES ARE THOSE WASTES WHICH HAVE A FLASHPOINT OFWaste name:
D001Waste code:
Annual Waste Handled:
Last Biennial Reporting Year: 2017
Biennial Reports:
CARBARYL (OR) 1-NAPHTHALENOL, METHYLCARBAMATE. Waste name:
U279. Waste code:
1,3-BENZENEDIOL (OR) RESORCINOL. Waste name:
U201. Waste code:
(3BETA, 16BETA, 17ALPHA, 18BETA, 20ALPHA)-
11,17-DIMETHOXY-18-[(3,4,5-TRIMETHOXYBENZOYL)OXY]-, METHYL ESTER,
RESERPINE (OR) YOHIMBAN-16-CARBOXYLIC ACID,. Waste name:
U200. Waste code:
PHENOL. Waste name:
U188. Waste code:
METHANOL (I) (OR) METHYL ALCOHOL (I). Waste name:
U154. Waste code:
L-PHENYLALANINE, 4-[BIS(2-CHLOROETHYL)AMINO]- (OR) MELPHALAN. Waste name:
U150. Waste code:
5ALPHA, 6BETA)- (OR) LINDANE
CYCLOHEXANE, 1,2,3,4,5,6-HEXACHLORO-, (1ALPHA, 2ALPHA, 3BETA, 4ALPHA,. Waste name:
U129. Waste code:
TARGET STORE T2641 (Continued)1014401903
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 80
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
U035Waste code:
463Amount (Lbs):
ACETONE (I)Waste name:
U002Waste code:
18Amount (Lbs):
NICOTINE, & SALTSWaste name:
P075Waste code:
18Amount (Lbs):
WHEN PRESENT AT CONCENTRATIONS GREATER THAN 0.3%
2H-1-BENZOPYRAN-2-ONE, 4-HYDROXY-3-(3-OXO-1-PHENYLBUTYL)-, & SALTS,Waste name:
P001Waste code:
968Amount (Lbs):
METHYL ETHYL KETONEWaste name:
D035Waste code:
3Amount (Lbs):
CRESOLWaste name:
D026Waste code:
3Amount (Lbs):
M-CRESOLWaste name:
D024Waste code:
463Amount (Lbs):
BENZENEWaste name:
D018Waste code:
12Amount (Lbs):
2,4-DWaste name:
D016Waste code:
558Amount (Lbs):
SILVERWaste name:
D011Waste code:
3Amount (Lbs):
SELENIUMWaste name:
D010Waste code:
116Amount (Lbs):
MERCURYWaste name:
D009Waste code:
295Amount (Lbs):
LEADWaste name:
D008Waste code:
558Amount (Lbs):
CHROMIUMWaste name:
D007Waste code:
92Amount (Lbs):
CADMIUMWaste name:
TARGET STORE T2641 (Continued)1014401903
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 81
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
StateEvaluation lead agency:
COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation:
2016-01-05 00:00:00.0Evaluation date:
StateEvaluation lead agency:
Generators - GeneralArea of violation:
COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation:
2019-10-11 00:00:00.0Evaluation date:
StateEvaluation lead agency:
Preparedness, Prevention, and Emergency ProceduresArea of violation:
COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation:
2019-10-11 00:00:00.0Evaluation date:
Evaluation Action Summary:
StateViolation lead agency:
2019-10-11 00:00:00.0Date violation determined:
Preparedness, Prevention, and Emergency ProceduresArea of violation:
StateViolation lead agency:
2019-10-11 00:00:00.0Date violation determined:
Generators - GeneralArea of violation:
Facility Has Received Notices of Violations:
9Amount (Lbs):
CARBARYL (OR) 1-NAPHTHALENOL, METHYLCARBAMATEWaste name:
U279Waste code:
463Amount (Lbs):
METHANOL (I)Waste name:
U154Waste code:
1Amount (Lbs):
BENZENEBUTANOIC ACID, 4-[BIS(2-CHLOROETHYL)AMINO]-Waste name:
TARGET STORE T2641 (Continued)1014401903
Handler: Non-Generators do not presently generate hazardous wasteDescription:
Non-GeneratorClassification:
08EPA Region:
801-487-0881Contact telephone:
USContact country:
SALT LAKE CITY, UT 84125
1197 SO 300 WContact address:
DEMEADE AUSTINContact:
SALT LAKE CITY, UT 84125
SO 300 WMailing address:
UTD070925243EPA ID:
SALT LAKE CITY, UT 84125
1197 SO 300 WFacility address:
FUEL INJ SVC CO INCFacility name:
2007-02-22 00:00:00.0Date form received by agency:
RCRA NonGen / NLR:
1142 ft. Site 3 of 5 in cluster K
0.216 mi.
Relative:
Lower
Actual:
4232 ft.

1/8-1/4 SALT LAKE CITY, UT 84125
South 1197 SO 300 W UTD070925243
K45 RCRA NonGen / NLRFUEL INJ SVC CO INC 1010335476
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 82
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
No violations foundViolation Status:
IGNITABLE WASTE. Waste name:
D001. Waste code:
Hazardous Waste Summary:
Not a generator, verifiedClassification:
FUEL INJ SVC CO INCSite name:
1986-09-02 00:00:00.0Date form received by agency:
Historical Generators:
NoUsed oil transporter:
NoUsed oil transfer facility:
NoUsed oil Specification marketer:
NoUsed oil fuel marketer to burner:
NoUser oil refiner:
NoUsed oil processor:
NoUsed oil fuel burner:
NoFurnace exemption:
NoOn-site burner exemption:
NoUnderground injection activity:
NoTreater, storer or disposer of HW:
NoTransporter of hazardous waste:
NoRecycler of hazardous waste:
NoMixed waste (haz. and radioactive):
NoU.S. importer of hazardous waste:
Handler Activities Summary:
OwnerOwner/Operator Type:
PrivateLegal status:
999-999-9999Owner/operator telephone:
DATA NOT REQUESTED, UT 99999
DATA NOT REQUESTEDOwner/operator address:
MANTLE WHITEOwner/operator name:
Owner/Operator Summary:
FUEL INJ SVC CO INC (Continued)1010335476
0# Machines:
TrueNot Regulated:
TrueOut of Business:
UT0801044Facility ID:
SALT LAKE CITY, UT 84101-2945City,State,Zip:
201 WEST 900 SOUTHAddress:
HENRIES DRY CLEANERSName:
DRYCLEANERS:
1147 ft. Site 5 of 5 in cluster J
0.217 mi.
Relative:
Higher
Actual:
4233 ft.

1/8-1/4 SALT LAKE CITY, UT 84101
NNE 201 WEST 900 SOUTH N/A
J46 UT DRYCLEANERSHENRIES DRY CLEANERS S106515143
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 83
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
1Closed Tanks:
1Total Tanks:
[phone]Owner Phone:
SALT LAKE CITY, UT 84117Owner City,St,Zip:
1904 E 5150 SOwner Address:
FORD ENTERPRISESOwner Name:
4000658Facility ID:
SALT LAKE CITY, UT 84115City,State,Zip:
435 W FAYETTE AVE ( 965 S )Address:
NORM BULLOCK TOWING COMPANYName:
UST:
John MenattiProject Manager:
SALT LAKE CITY, UT 84117Owner City,St,Zip:
84117Owner Zip:
UTOwner State:
SALT LAKE CITYOwner City:
1904 E 5150 SOwner Address:
FORD ENTERPRISESOwner Name:
09/01/1989Notification Date:
06/21/1999Closed Date:
FIIRelease Id:
4000658Facility ID:
SALT LAKE CITY, UT 84115City,State,Zip:
435 W FAYETTE AVE ( 965 S )Address:
NORM BULLOCK TOWING COMPANYName:
LUST:
1218 ft. Site 1 of 3 in cluster L
0.231 mi.
Relative:
Lower
Actual:
4230 ft.

1/8-1/4 SALT LAKE CITY, UT 84115
WNW UT UST435 W FAYETTE AVE ( 965 S ) N/A
L47 UT LUSTNORM BULLOCK TOWING COMPANY U003150251
1200 SOUTH 300 WESTAddress:
300 WEST TOWN CENTERName:
00%20West%20Town%20Center/IC%20Agreements/DERR-2013-005671.pdf
%20Branch/18%20-%20Salt%20Lake/Voluntary%20Cleanup%20Program%20(VCP)/3
http://eqedocs.utah.gov/Viewer.aspx?file=168.178.6.41/docs/derr/CERCLAURL:
DERRDivision:
Voluntary Cleanup Program (VCP)PGM:
CERCLA BranchBranch:
Joseph KatzPM:
Environmental Covenant Final - Target CorporationTitle:
07/03/2013Doc Date:
IC AgreementsSub Program:
DERR-2013-005671Doc #:
C060Facility Id:
SALT LAKE CITYCity:
1200 SOUTH 300 WESTAddress:
300 WEST TOWN CENTERName:
INST CONTROL:
1243 ft. Site 4 of 5 in cluster K
0.235 mi.
Relative:
Lower
Actual:
4232 ft.

1/8-1/4 SALT LAKE CITY, UT
South 1200 SOUTH 300 WEST N/A
K48 UT INST CONTROL300 WEST TOWN CENTER S121172590
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 84
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
00%20West%20Town%20Center/IC%20Agreements/DERR-2013-005670.pdf
%20Branch/18%20-%20Salt%20Lake/Voluntary%20Cleanup%20Program%20(VCP)/3
http://eqedocs.utah.gov/Viewer.aspx?file=168.178.6.41/docs/derr/CERCLAURL:
DERRDivision:
Voluntary Cleanup Program (VCP)PGM:
CERCLA BranchBranch:
Joseph KatzPM:
LLC
Environmental Covenant Final - Weingarten Miller Equiwest Salt LakeTitle:
07/03/2013Doc Date:
IC AgreementsSub Program:
DERR-2013-005670Doc #:
C060Facility Id:
SALT LAKE CITYCity:
300 WEST TOWN CENTER (Continued) S121172590
7/23/2013Date Of Completion:
12/11/2007Date Of Agreement:
10/19/2007Date Of Application:
COC/SMPStatus:
JOSEPH KATZProject Manager:
18.50Site Acreage:
VCP-C060VCP Number:
SALT LAKE CITY, UTCity,State,Zip:
1200 SOUTH 300 WESTAddress:
300 WEST TOWN CENTERName:
VCP:
1243 ft. Site 5 of 5 in cluster K
0.235 mi.
Relative:
Lower
Actual:
4232 ft.

1/8-1/4 SALT LAKE CITY, UT
South 1200 SOUTH 300 WEST N/A
K49 UT VCP300 WEST TOWN CENTER S108911981
RICCI INVESTMENT CO #5Name:
Kevin BeeryProject Manager:
SALT LAKE CITY, UT 84111Owner City,St,Zip:
84111Owner Zip:
UTOwner State:
SALT LAKE CITYOwner City:
8 E BROADWAY STE 500Owner Address:
RICCI INVESTMENT COOwner Name:
12/08/2015Notification Date:
01/22/2018Closed Date:
JGXRelease Id:
4000547Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
208 W 900 SAddress:
RICCI INVESTMENT CO #5Name:
LUST:
1255 ft. Site 1 of 3 in cluster M
0.238 mi.
Relative:
Higher
Actual:
4233 ft.

1/8-1/4 SALT LAKE CITY, UT 84101
NNE UT UST208 W 900 S N/A
M50 UT LUSTRICCI INVESTMENT CO #5 U004281690
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 85
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
3Closed Tanks:
3Total Tanks:
[phone]Owner Phone:
SALT LAKE CITY, UT 84111Owner City,St,Zip:
8 E BROADWAY STE 500Owner Address:
RICCI INVESTMENT COOwner Name:
4000547Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
208 W 900 SAddress:
RICCI INVESTMENT CO #5Name:
UST:
[Rocky Stonestreet]Project Manager:
SALT LAKE CITY, UT 84111Owner City,St,Zip:
84111Owner Zip:
UTOwner State:
SALT LAKE CITYOwner City:
8 E BROADWAY STE 500Owner Address:
RICCI INVESTMENT COOwner Name:
06/04/1991Notification Date:
12/23/1994Closed Date:
GVHRelease Id:
4000547Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
208 W 900 SAddress:
RICCI INVESTMENT CO #5 (Continued) U004281690
1Closed Tanks:
1Total Tanks:
[phone]Owner Phone:
SALT LAKE CITY, UT 84104Owner City,St,Zip:
1990 W 500 SOwner Address:
SALT LAKE CITY FLEET MANAGEMENTOwner Name:
4002054Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
208 W 900 SAddress:
ALLEY RIGHT-OF-WAY BY METRO OILName:
UST:
1255 ft. Site 2 of 3 in cluster M
0.238 mi.
Relative:
Higher
Actual:
4233 ft.

1/8-1/4 SALT LAKE CITY, UT 84101
NNE 208 W 900 S N/A
M51 UT USTALLEY RIGHT-OF-WAY BY METRO OIL U004281723
AssessmentGrant Type:
Salt Lake CountyRecipient Name:
SALT LAKE CITY, UT 84101City,State,Zip:
208 W 900 SAddress:
208 W 900 S_SPY HOPName:
US BROWNFIELDS:
1255 ft. Site 3 of 3 in cluster M
0.238 mi.
Relative:
Higher
Actual:
4233 ft.

1/8-1/4 SALT LAKE CITY, UT 84101
NNE 208 W 900 S N/A
M52 US BROWNFIELDS208 W 900 S_SPY HOP 1024246823
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 86
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
-Asbestos cleaned:
-Asbestos found:
-Air cleaned:
-State/tribal NFA date:
-State/tribal program ID:
-State/tribal program date:
-IC in place:
-IC in place date:
-IC Cat. Enforcement Permit Tools:
-IC Cat. Gov. Controls:
-IC Cat. Info. Devices:
-IC Category Proprietary Controls:
NInstitutional Controls Required:
-Photo Available:
-Video Available:
NCleanup Required:
-Did Owner Change:
-Current Owner:
23-Jan-18Completion Date:
-Ownership Entity:
11-Dec-17Start Date:
96835701Cooperative Agreement Number:
YAccomplishment Count:
Phase I Environmental AssessmentAccomplishment Type:
PetroleumGrant Type:
-Cleanup Funding Entity:
US EPA - Brownfields Assessment Cooperative AgreementAssessment Funding Entity:
-Redevelopment Start Date:
-Redev. Funding Entity Name:
-Redev. Funding Source:
-Redevelopment Funding:
EPAAssessment Funding Source:
2364Assessment Funding:
-Cleanup Funding Source:
-Cleanup Funding:
-Acres Cleaned Up:
-Completed Date:
-Redev Completition Date:
-Start Date:
-IC Data Access:
235962Acres Property ID:
-Datum:
additional cleanup will be necessary at this time.
is planned for commercial development, it is not likely that
but below Utah’s RBCA Tier 1 screening levels. Because the property
Utah’s unrestricted land use standards (Initial Screening Levels),
but some soil and groundwater impacts remain at concentrations above
Investigations and remedial actions have been completed at the site,
listing associated with a release from a former gas station.
As of the completion of the Phase I ESA, the site has an open LUSTHighlights:
-Point of Reference:
-Map Scale:
-HCM Label:
-111.89729Longitude:
40.750126Latitude:
0.4Parcel size:
15-12-253-030-0000Property Number:
208 W 900 S_SPY HOP (Continued)1024246823
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 87
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
-Iron contaminant found:
-Copper contaminant found:
-Chromium contaminant found:
-Cadmium contaminant found:
-Arsenic contaminant found:
-Unknown clean up:
-SVOCs cleaned up:
-Selenium cleaned up:
-Pesticides cleaned up:
-No clean up:
-Nickel Cleaned Up:
-mercury cleaned up:
-Iron cleaned up:
-Copper cleaned up:
-Chromium cleaned up:
-Cadmium cleaned up:
-Arsenic cleaned up:
-Superfund Fed. landowner flag:
-Future use industrial acreage:
0.4Future use commercial acreage:
-Future use residential acreage:
-Future use greenspace acreage:
-Past use industrial acreage:
0.4Past use commercial acreage:
-Surface Water:
-Past use residential acreage:
-Past use greenspace acreage:
-Num. of cleanup and re-dev. jobs:
-Cleanup other description:
-VOCs cleaned:
-VOCs found:
-Surface water cleaned:
-Soil cleaned up:
YSoil affected:
-Sediments cleaned:
-Sediments found:
-Petro products cleaned:
YPetro products found:
-PCBs cleaned up:
-PCBs found:
-PAHs cleaned up:
-PAHs found:
-Other contams found description:
-Other contaminants found:
-Other metals cleaned:
-Other metals found:
-Other cleaned up:
-Unknown media affected:
-No media affected:
-Lead cleaned up:
-Lead contaminant found:
-Groundwater cleaned:
YGroundwater affected:
-Drinking water cleaned:
-Drinking water affected:
-Controled substance cleaned:
-Controled substance found:
208 W 900 S_SPY HOP (Continued)1024246823
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 88
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
10.22Unemployed Percent:
204Unemployed Number:
6.42Vacant Housing Percent:
69Vacant Housing Number:
71.36Meidan Income Percent:
1425Meidan Income Number:
4273Meidan Income:
41.56Below Poverty Percent:
830Below Poverty Number:
closed on December 8, 2008 with a No Further Action letter.
the groundwater was below initial screening levels. The case was
Utah’s Risk-based Correction Action (RBCA) Tier 1 screening levels and
After soil removal and groundwater treatment, soil samples wre below
petroleum hydrocarbons were detected in the soil and groundwater.
the site from at least 1958 to 1995. In 1995 the USTs were removed and
identified on the FINDS, UST, and LUST databases. A gas station was on
removed in 2006, and the site has been vacant since 2006. The site was
the site operated as a used auto sales lot in 2000. The buildings were
1950s and operated into the 1990s. In 1995, the USTs were removed and
residential. The gas station appears to have been built in the late
Based on historical research, the site was developed by 1911 asProperty Description:
-Past Use: Multistory
-Unknown media cleaned up:
-Indoor air media cleaned up:
-Building material media cleaned up:
-Media affected indoor air:
-Media affected Bluiding Material:
-Future Use: Multistory
-Unknown contaminant found:
-SVOCs contaminant found:
-Selenium contaminant found:
-Pesticides contaminant found:
-No contaminant found:
-Nickel contaminant found:
-Mercury contaminant found:
208 W 900 S_SPY HOP (Continued)1024246823
2Closed Tanks:
2Total Tanks:
SALT LAKE CITY, UT 84101Owner City,St,Zip:
401 W 900 SOwner Address:
WILLIS L BONDOwner Name:
4000536Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
401 W 900 SAddress:
C/O METRO STEELName:
UST:
1312 ft. Site 1 of 2 in cluster N
0.248 mi.
Relative:
Lower
Actual:
4231 ft.

1/8-1/4 SALT LAKE CITY, UT 84101
NW 401 W 900 S N/A
N53 UT USTC/O METRO STEEL U003149731
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 89
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
5Closed Tanks:
5Total Tanks:
[phone]Owner Phone:
SALT LAKE CITY, UT 84101Owner City,St,Zip:
3815 S WEST TEMPLEOwner Address:
FIRST INTERSTATE BANK OF UTAH NAOwner Name:
4001923Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
879 S 300 WAddress:
OLD GAS STATION - PROJECT SITE #EA-028-92Name:
UST:
[Dale Urban]Project Manager:
SALT LAKE CITY, UT 84101Owner City,St,Zip:
84101Owner Zip:
UTOwner State:
SALT LAKE CITYOwner City:
3815 S WEST TEMPLEOwner Address:
FIRST INTERSTATE BANK OF UTAH NAOwner Name:
03/26/1993Notification Date:
06/05/1996Closed Date:
IBBRelease Id:
4001923Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
879 S 300 WAddress:
OLD GAS STATION - PROJECT SITE #EA-028-92Name:
LUST:
1313 ft.
0.249 mi.
Relative:
Lower
Actual:
4231 ft.

1/8-1/4 SALT LAKE CITY, UT 84101
North UT UST879 S 300 W N/A
54 UT LUSTOLD GAS STATION - PROJECT SITE #EA-028-92 U003149712
156 W 900 SAddress:
JACKS PROPERTYName:
UST:
[Victor Scherer]Project Manager:
LAYTON, UT 84041Owner City,St,Zip:
84041Owner Zip:
UTOwner State:
LAYTONOwner City:
1486 N MAINOwner Address:
JACK HILLOwner Name:
05/04/1995Notification Date:
01/04/1999Closed Date:
IXGRelease Id:
4002025Facility ID:
SALT LAKE CITY, UT 84111City,State,Zip:
156 W 900 SAddress:
JACKS PROPERTYName:
LUST:
1345 ft.
0.255 mi.
Relative:
Higher
Actual:
4233 ft.

1/4-1/2 SALT LAKE CITY, UT 84111
NE UT UST156 W 900 S N/A
55 UT LUSTJACKS PROPERTY U002264382
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 90
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
2Closed Tanks:
2Total Tanks:
[phone]Owner Phone:
LAYTON, UT 84041Owner City,St,Zip:
1486 N MAINOwner Address:
JACK HILLOwner Name:
4002025Facility ID:
SALT LAKE CITY, UT 84111City,State,Zip:
JACKS PROPERTY (Continued)U002264382
1Closed Tanks:
1Total Tanks:
[phone]Owner Phone:
SALT LAKE CITY, UT 84115Owner City,St,Zip:
1890 S 500 WOwner Address:
M & M DISTRIBUTING CORPOwner Name:
4002206Facility ID:
SALT LAKE CITY, UT 84115City,State,Zip:
500 W FAYETTE AVENUE ( 965 S.)Address:
NICHOLAS & COMPANY FOODName:
UST:
John MenattiProject Manager:
SALT LAKE CITY, UT 84115Owner City,St,Zip:
84115Owner Zip:
UTOwner State:
SALT LAKE CITYOwner City:
1890 S 500 WOwner Address:
M & M DISTRIBUTING CORPOwner Name:
04/07/1995Notification Date:
03/20/1998Closed Date:
KOZRelease Id:
4002206Facility ID:
SALT LAKE CITY, UT 84115City,State,Zip:
500 W FAYETTE AVENUE ( 965 S.)Address:
NICHOLAS & COMPANY FOODName:
LUST:
1368 ft. Site 2 of 3 in cluster L
0.259 mi.
Relative:
Lower
Actual:
4229 ft.

1/4-1/2 SALT LAKE CITY, UT 84115
West UT UST500 W FAYETTE AVENUE ( 965 S.) N/A
L56 UT LUSTNICHOLAS & COMPANY FOOD U003379136
02/28/2001Closed Date:
IVSRelease Id:
4000550Facility ID:
SALT LAKE CITY, UT 84115City,State,Zip:
451 W FAYETTE AVE ( 965 S )Address:
CRYSTAL TRUCKING COMPANYName:
LUST:
1369 ft. Site 3 of 3 in cluster L
0.259 mi.
Relative:
Lower
Actual:
4229 ft.

1/4-1/2 SALT LAKE CITY, UT 84115
WNW UT UST451 W FAYETTE AVE ( 965 S ) N/A
L57 UT LUSTCRYSTAL TRUCKING COMPANY U000813138
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 91
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
2Closed Tanks:
2Total Tanks:
[phone]Owner Phone:
SALT LAKE CITY, UT 84115Owner City,St,Zip:
1890 S 500 WOwner Address:
M & M DISTRIBUTING CORPOwner Name:
4000550Facility ID:
SALT LAKE CITY, UT 84115City,State,Zip:
451 W FAYETTE AVE ( 965 S )Address:
CRYSTAL TRUCKING COMPANYName:
UST:
John MenattiProject Manager:
SALT LAKE CITY, UT 84115Owner City,St,Zip:
84115Owner Zip:
UTOwner State:
SALT LAKE CITYOwner City:
1890 S 500 WOwner Address:
M & M DISTRIBUTING CORPOwner Name:
02/23/1995Notification Date:
CRYSTAL TRUCKING COMPANY (Continued) U000813138
1Closed Tanks:
1Total Tanks:
[phone]Owner Phone:
SALT LAKE CITY, UT 84101Owner City,St,Zip:
929 S RIO GRANDE STOwner Address:
DAVID ORR/JEFF LYONSOwner Name:
4001651Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
929 S RIO GRANDE STAddress:
DAVID ORR/JEFF LYONSName:
UST:
[Robin Jenkins]Project Manager:
SALT LAKE CITY, UT 84101Owner City,St,Zip:
84101Owner Zip:
UTOwner State:
SALT LAKE CITYOwner City:
929 S RIO GRANDE STOwner Address:
DAVID ORR/JEFF LYONSOwner Name:
08/03/1990Notification Date:
04/20/1993Closed Date:
FZQRelease Id:
4001651Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
929 S RIO GRANDE STAddress:
DAVID ORR/JEFF LYONSName:
LUST:
1455 ft. Site 2 of 2 in cluster N
0.276 mi.
Relative:
Lower
Actual:
4231 ft.

1/4-1/2 SALT LAKE CITY, UT 84101
WNW UT UST929 S RIO GRANDE ST N/A
N58 UT LUSTDAVID ORR/JEFF LYONS U003149763
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 92
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
4Closed Tanks:
4Total Tanks:
SANDY, UT 84091Owner City,St,Zip:
PO BOX 796Owner Address:
JOHN ZARBUCKOwner Name:
4001620Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
1290 S 300 WAddress:
VALUE CAR RENTALName:
UST:
[Evan Sullivan]Project Manager:
SANDY, UT 84091Owner City,St,Zip:
84091Owner Zip:
UTOwner State:
SANDYOwner City:
PO BOX 796Owner Address:
JOHN ZARBUCKOwner Name:
09/26/1989Notification Date:
02/28/1997Closed Date:
FTGRelease Id:
4001620Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
1290 S 300 WAddress:
VALUE CAR RENTALName:
LUST:
1495 ft. Site 1 of 2 in cluster O
0.283 mi.
Relative:
Lower
Actual:
4232 ft.

1/4-1/2 SALT LAKE CITY, UT 84101
South UT UST1290 S 300 W N/A
O59 UT LUSTVALUE CAR RENTAL U003149762
SALT LAKE CITY, UT 84115City,State,Zip:
320 W 1300 SAddress:
JERRY SEINER CHEVROLET CO.Name:
UST:
[Robin Jenkins]Project Manager:
SALT LAKE CITY, UT 84108Owner City,St,Zip:
84108Owner Zip:
UTOwner State:
SALT LAKE CITYOwner City:
2223 HUBBARDOwner Address:
NANCY RUELINGOwner Name:
03/16/1990Notification Date:
06/08/1993Closed Date:
FPARelease Id:
4001292Facility ID:
SALT LAKE CITY, UT 84115City,State,Zip:
320 W 1300 SAddress:
JERRY SEINER CHEVROLET CO.Name:
LUST:
1496 ft.
0.283 mi.
Relative:
Lower
Actual:
4231 ft.

1/4-1/2 SALT LAKE CITY, UT 84115
SSW UT UST320 W 1300 S N/A
60 UT LUSTJERRY SEINER CHEVROLET CO.U003150282
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 93
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
4Closed Tanks:
4Total Tanks:
[phone]Owner Phone:
SALT LAKE CITY, UT 84108Owner City,St,Zip:
2223 HUBBARDOwner Address:
NANCY RUELINGOwner Name:
4001292Facility ID:
JERRY SEINER CHEVROLET CO. (Continued) U003150282
2Closed Tanks:
2Total Tanks:
[phone]Owner Phone:
SALT LAKE CITY, UT 84115Owner City,St,Zip:
1776 S WEST TEMPLEOwner Address:
HOUSING AUTHORITY OF SALT LAKE CITYOwner Name:
4000785Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
1031 S WEST TEMPLEAddress:
RAVARINO PRODUCE COMPANY, INC.Name:
UST:
Morgan AtkinsonProject Manager:
SALT LAKE CITY, UT 84115Owner City,St,Zip:
84115Owner Zip:
UTOwner State:
SALT LAKE CITYOwner City:
1776 S WEST TEMPLEOwner Address:
HOUSING AUTHORITY OF SALT LAKE CITYOwner Name:
01/11/2005Notification Date:
04/15/2005Closed Date:
LYARelease Id:
4000785Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
1031 S WEST TEMPLEAddress:
RAVARINO PRODUCE COMPANY, INC.Name:
[Robin Jenkins]Project Manager:
SALT LAKE CITY, UT 84115Owner City,St,Zip:
84115Owner Zip:
UTOwner State:
SALT LAKE CITYOwner City:
1776 S WEST TEMPLEOwner Address:
HOUSING AUTHORITY OF SALT LAKE CITYOwner Name:
11/14/1989Notification Date:
08/22/1995Closed Date:
FJBRelease Id:
4000785Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
1031 S WEST TEMPLEAddress:
RAVARINO PRODUCE COMPANY, INC.Name:
LUST:
1591 ft.
0.301 mi.
Relative:
Higher
Actual:
4233 ft.

1/4-1/2 SALT LAKE CITY, UT 84101
East UT UST1031 S WEST TEMPLE N/A
61 UT LUSTRAVARINO PRODUCE COMPANY, INC. U003149737
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 94
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
7Closed Tanks:
7Total Tanks:
WANSHIP, UT 84017Owner City,St,Zip:
3199 ROCKPORT BLVDOwner Address:
UINTAH COMMERICAL INVESTMENT, LLCOwner Name:
4000941Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
110 W 900 SAddress:
CNG AMERICA SLCName:
UST:
[DeAnn Rasmussen]Project Manager:
WANSHIP, UT 84017Owner City,St,Zip:
84017Owner Zip:
UTOwner State:
WANSHIPOwner City:
3199 ROCKPORT BLVDOwner Address:
UINTAH COMMERICAL INVESTMENT, LLCOwner Name:
12/15/1997Notification Date:
03/28/2005Closed Date:
KHORelease Id:
4000941Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
110 W 900 SAddress:
CNG AMERICA SLCName:
John MenattiProject Manager:
WANSHIP, UT 84017Owner City,St,Zip:
84017Owner Zip:
UTOwner State:
WANSHIPOwner City:
3199 ROCKPORT BLVDOwner Address:
UINTAH COMMERICAL INVESTMENT, LLCOwner Name:
04/24/2017Notification Date:
05/10/2017Closed Date:
NNSRelease Id:
4000941Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
110 W 900 SAddress:
CNG AMERICA SLCName:
LUST:
1599 ft.
0.303 mi.
Relative:
Higher
Actual:
4234 ft.

1/4-1/2 SALT LAKE CITY, UT 84101
NE UT UST110 W 900 S N/A
62 UT LUSTCNG AMERICA SLC U003149794
4002063Facility ID:
SALT LAKE CITY, UT 84115City,State,Zip:
1340 S 200 WAddress:
ALLEN STEELName:
LUST:
1695 ft. Site 1 of 2 in cluster P
0.321 mi.
Relative:
Higher
Actual:
4234 ft.

1/4-1/2 SALT LAKE CITY, UT 84115
SSE UT UST1340 S 200 W N/A
P63 UT LUSTALLEN STEEL U003150198
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 95
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
1Closed Tanks:
1Total Tanks:
[phone]Owner Phone:
SALT LAKE CITY, UT 84115Owner City,St,Zip:
ATTN STAN KOPESEC 1340 S 200 WOwner Address:
ALLEN STEEL CORPORATIONOwner Name:
4002063Facility ID:
SALT LAKE CITY, UT 84115City,State,Zip:
1340 S 200 WAddress:
ALLEN STEELName:
UST:
USTProject Manager:
SALT LAKE CITY, UT 84115Owner City,St,Zip:
84115Owner Zip:
UTOwner State:
SALT LAKE CITYOwner City:
ATTN STAN KOPESEC 1340 S 200 WOwner Address:
ALLEN STEEL CORPORATIONOwner Name:
03/21/1996Notification Date:
03/21/1996Closed Date:
JKFRelease Id:
ALLEN STEEL (Continued)U003150198
1Closed Tanks:
1Total Tanks:
[phone]Owner Phone:
CARLSBAD, CA 92008Owner City,St,Zip:
1530 FARADAY AVENUEOwner Address:
LOWES HIWOwner Name:
4002387Facility ID:
SALT LAKE CITY, UT 84115City,State,Zip:
1313 S 300 WAddress:
GOODYEAR/TIRE WORLDName:
UST:
[Dale Urban]Project Manager:
CARLSBAD, CA 92008Owner City,St,Zip:
92008Owner Zip:
CAOwner State:
CARLSBADOwner City:
1530 FARADAY AVENUEOwner Address:
LOWES HIWOwner Name:
05/15/2006Notification Date:
07/28/2006Closed Date:
MBWRelease Id:
4002387Facility ID:
SALT LAKE CITY, UT 84115City,State,Zip:
1313 S 300 WAddress:
GOODYEAR/TIRE WORLDName:
LUST:
1698 ft. Site 2 of 2 in cluster O
0.322 mi.
Relative:
Lower
Actual:
4232 ft.

1/4-1/2 SALT LAKE CITY, UT 84115
South UT UST1313 S 300 W N/A
O64 UT LUSTGOODYEAR/TIRE WORLD U004053592
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MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
OperatorOwner/Operator Type:
PrivateLegal status:
847-286-7199Owner/operator telephone:
USOwner/operator country:
SALT LAKE CITY, UT 84115
WEST 1300 SOUTHOwner/operator address:
SEARS, ROEBUCK & CO.Owner/operator name:
1993-01-01 00:00:00.Owner/Op start date:
OwnerOwner/Operator Type:
PrivateLegal status:
847-286-7199Owner/operator telephone:
USOwner/operator country:
HOFFMAN ESTATES, IL 60179
BEVERLY RD A2-238AOwner/operator address:
SEARS, ROEBUCK & CO.Owner/operator name:
OwnerOwner/Operator Type:
PrivateLegal status:
1 TASCA, IL 60143
225 WINDSOR DROwner/operator address:
SEARS LOGISTICS SERVICESOwner/operator name:
Owner/Operator Summary:
hazardous waste
the cleanup of a spill, into or on any land or water, of acutely
any residue or contaminated soil, waste or other debris resulting from
time: 1 kg or less of acutely hazardous waste; or 100 kg or less of
hazardous waste during any calendar month, and accumulates at any
from the cleanup of a spill, into or on any land or water, of acutely
of any residue or contaminated soil, waste or other debris resulting
land or water, of acutely hazardous waste; or generates 100 kg or less
other debris resulting from the cleanup of a spill, into or on any
waste; or 100 kg or less of any residue or contaminated soil, waste or
month, and accumulates at any time: 1 kg or less of acutely hazardous
or generates 1 kg or less of acutely hazardous waste per calendar
month, and accumulates 1000 kg or less of hazardous waste at any time;
Handler: generates 100 kg or less of hazardous waste per calendarDescription:
Conditionally Exempt Small Quantity GeneratorClassification:
08EPA Region:
847-286-7199Contact telephone:
USContact country:
SALT LAKE CITY, UT 84115
175 WEST 1300 SOUTHContact address:
SCOTT DEMUTHContact:
HOFFMAN ESTATES, IL 60179
BEVERLY RD A2238AMailing address:
UT0000069609EPA ID:
SALT LAKE CITY, UT 84115
175 WEST 1300 SOUTHFacility address:
SEARS ROEBUCK AND CO #77213Facility name:
2005-11-30 00:00:00.0Date form received by agency:
RCRA-VSQG:
1701 ft. Site 2 of 2 in cluster P
0.322 mi.
Relative:
Higher
Actual:
4234 ft.

1/4-1/2 UT USTSALT LAKE CITY, UT 84115
SSE UT LUST175 WEST 1300 SOUTH UT0000069609
P65 RCRA-VSQGSEARS ROEBUCK AND CO #77213 1000920156
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 97
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
175 W 1300 SAddress:
SEARS, ROEBUCK & COMPANY #8798Name:
UST:
[Jim Martin]Project Manager:
SALT LAKE CITY, UT 84115Owner City,St,Zip:
84115Owner Zip:
UTOwner State:
SALT LAKE CITYOwner City:
175 W 1300 SOwner Address:
SEARS ROEBUCK & COMPANY #8798Owner Name:
02/28/1994Notification Date:
11/04/1994Closed Date:
IMIRelease Id:
4000922Facility ID:
SALT LAKE CITY, UT 84115City,State,Zip:
175 W 1300 SAddress:
SEARS, ROEBUCK & COMPANY #8798Name:
LUST:
No violations foundViolation Status:
BENZENE. Waste name:
D018. Waste code:
LEAD. Waste name:
D008. Waste code:
IGNITABLE WASTE. Waste name:
D001. Waste code:
Hazardous Waste Summary:
Small Quantity GeneratorClassification:
SEARS ROEBUCK AND CO #8798Site name:
1993-11-23 00:00:00.0Date form received by agency:
Historical Generators:
NoUsed oil transporter:
NoUsed oil transfer facility:
NoUsed oil Specification marketer:
NoUsed oil fuel marketer to burner:
NoUser oil refiner:
NoUsed oil processor:
NoUsed oil fuel burner:
NoFurnace exemption:
NoOn-site burner exemption:
NoUnderground injection activity:
NoTreater, storer or disposer of HW:
NoTransporter of hazardous waste:
NoRecycler of hazardous waste:
NoMixed waste (haz. and radioactive):
NoU.S. importer of hazardous waste:
Handler Activities Summary:
1993-01-01 00:00:00.Owner/Op start date:
SEARS ROEBUCK AND CO #77213 (Continued) 1000920156
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 98
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
2Closed Tanks:
2Total Tanks:
[phone]Owner Phone:
SALT LAKE CITY, UT 84115Owner City,St,Zip:
175 W 1300 SOwner Address:
SEARS ROEBUCK & COMPANY #8798Owner Name:
4000922Facility ID:
SALT LAKE CITY, UT 84115City,State,Zip:
SEARS ROEBUCK AND CO #77213 (Continued) 1000920156
08EPA Region:
801-521-4444Contact telephone:
USContact country:
SALT LAKE CITY, UT 84101
1070 SOUTH MAINContact address:
WILLIAM DRAPERContact:
SALT LAKE CITY, UT 84101
SOUTH MAINMailing address:
UTD035353804EPA ID:
SALT LAKE CITY, UT 84101
1070 SOUTH MAINFacility address:
CARLESON CADILLACFacility name:
2007-03-16 00:00:00.0Date form received by agency:
RCRA NonGen / NLR:
5Closed Tanks:
5Total Tanks:
[phone]Owner Phone:
SALT LAKE CITY, UT 84101Owner City,St,Zip:
1070 S MAINOwner Address:
CARLESON CADILLAC CO INCOwner Name:
4000138Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
1070 S MAIN STAddress:
CARLESON CADILLAC CO. INC.Name:
UST:
[Shelly Quick]Project Manager:
SALT LAKE CITY, UT 84101Owner City,St,Zip:
84101Owner Zip:
UTOwner State:
SALT LAKE CITYOwner City:
1070 S MAINOwner Address:
CARLESON CADILLAC CO INCOwner Name:
07/10/1990Notification Date:
10/12/1993Closed Date:
FXGRelease Id:
4000138Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
1070 S MAIN STAddress:
CARLESON CADILLAC CO. INC.Name:
LUST:
1717 ft.ECHO
0.325 mi.FINDS
Relative:
Higher
Actual:
4233 ft.

1/4-1/2 RCRA NonGen / NLRSALT LAKE CITY, UT 84101
East UT UST1070 SOUTH MAIN UTD035353804
66 UT LUSTCARLESON CADILLAC 1000281514
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MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND
ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001, F004, AND
USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR MORE OF THE
TRICHLOROETHANE; ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE
ORTHO-DICHLOROBENZENE, TRICHLOROFLUOROMETHANE, AND 1,1,2,
CHLOROBENZENE, 1,1,2-TRICHLORO-1,2,2-TRIFLUOROETHANE,
METHYLENE CHLORIDE, TRICHLOROETHYLENE, 1,1,1-TRICHLOROETHANE,
THE FOLLOWING SPENT HALOGENATED SOLVENTS: TETRACHLOROETHYLENE,. Waste name:
F002. Waste code:
IGNITABLE WASTE. Waste name:
D001. Waste code:
Not Defined. Waste name:
D000. Waste code:
Hazardous Waste Summary:
Small Quantity GeneratorClassification:
CARLESON CADILLACSite name:
1986-09-24 00:00:00.0Date form received by agency:
Not a generator, verifiedClassification:
CARLESON CADILLACSite name:
2006-03-20 00:00:00.0Date form received by agency:
Historical Generators:
NoUsed oil transporter:
NoUsed oil transfer facility:
NoUsed oil Specification marketer:
NoUsed oil fuel marketer to burner:
NoUser oil refiner:
NoUsed oil processor:
NoUsed oil fuel burner:
NoFurnace exemption:
NoOn-site burner exemption:
NoUnderground injection activity:
NoTreater, storer or disposer of HW:
NoTransporter of hazardous waste:
NoRecycler of hazardous waste:
NoMixed waste (haz. and radioactive):
NoU.S. importer of hazardous waste:
Handler Activities Summary:
OwnerOwner/Operator Type:
PrivateLegal status:
999-999-9999Owner/operator telephone:
DATA NOT REQUESTED, UT 99999
DATA NOT REQUESTEDOwner/operator address:
CARLESON CADILLACOwner/operator name:
Owner/Operator Summary:
Handler: Non-Generators do not presently generate hazardous wasteDescription:
Non-GeneratorClassification:
Facility is not located on Indian land. Additional information is not known.Land type:
CARLESON CADILLAC (Continued)1000281514
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 100
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
SALT LAKE CITY, UT 84101City,State,Zip:
1070 SOUTH MAIN STREETAddress:
CARLESON CADILLAC COMPANY INCORPORATED - SERVICE DEPARTMENTName:
http://echo.epa.gov/detailed-facility-report?fid=110002265227DFR URL:
110002265227Registry ID:
1000281514Envid:
ECHO:
additional FINDS: detail in the EDR Site Report.
Click this hyperlink while viewing on your computer to access
operations.
Environmental Quality (UDEQ) mechanism for compliance and permitting
The CIM (Utah - Common Identifier Mechanism) is Utah’s Department of
corrective action activities required under RCRA.
program staff to track the notification, permit, compliance, and
and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA
events and activities related to facilities that generate, transport,
Conservation and Recovery Act (RCRA) program through the tracking of
RCRAInfo is a national information system that supports the Resource
Environmental Interest/Information System:
registry_id=110002265227
http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_Facility URL:
110002265227Registry ID:
FINDS:
StateEvaluation lead agency:
FOCUSED COMPLIANCE INSPECTIONEvaluation:
1997-04-25 00:00:00.0Evaluation date:
Evaluation Action Summary:
No violations foundViolation Status:
SPENT SOLVENT MIXTURES.
F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND
NONHALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001, F002, AND
TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR MORE OF THE ABOVE
SOLVENTS; ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE USE, A
AND NITROBENZENE; AND THE STILL BOTTOMS FROM THE RECOVERY OF THESE
THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: CRESOLS, CRESYLIC ACID,. Waste name:
F004. Waste code:
SPENT SOLVENT MIXTURES.
CARLESON CADILLAC (Continued)1000281514
3.67Parcel size:
16072520310000, 16072520320000Property Number:
Section 128(a) State/TribalGrant Type:
Utah Department of Environmental QualityRecipient Name:
SALT LAKE CITY, UT 84111City,State,Zip:
850 SOUTH 400 WESTAddress:
UTAH BARREL AND SCRAPName:
US BROWNFIELDS:
1771 ft. Site 1 of 2 in cluster Q
0.335 mi.
Relative:
Lower
Actual:
4231 ft.

1/4-1/2 SALT LAKE CITY, UT 84111
NNW 850 SOUTH 400 WEST N/A
Q67 US BROWNFIELDSUTAH BARREL AND SCRAP 1016952297
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 101
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
YIC Cat. Info. Devices:
YIC Category Proprietary Controls:
YInstitutional Controls Required:
YPhoto Available:
NVideo Available:
YCleanup Required:
NDid Owner Change:
ArtSpace LLCCurrent Owner:
7-Jun-99Completion Date:
PrivateOwnership Entity:
19-Mar-97Start Date:
98899301Cooperative Agreement Number:
NAccomplishment Count:
Phase II Environmental AssessmentAccomplishment Type:
HazardousGrant Type:
Private/Other FundingCleanup Funding Entity:
US EPA - State & Tribal Section 128(a) FundingAssessment Funding Entity:
6-May-09Redevelopment Start Date:
Other Federal FundingRedev. Funding Entity Name:
New Markets Tax CreditsRedev. Funding Source:
10000000Redevelopment Funding:
EPAAssessment Funding Source:
1Assessment Funding:
Artspace, banksCleanup Funding Source:
500000Cleanup Funding:
3.67Acres Cleaned Up:
8-Jan-09Completed Date:
1-Jul-13Redev Completition Date:
9-Sep-08Start Date:
Site Management PlanIC Data Access:
166302Acres Property ID:
North American Datum of 1983Datum:
2009 Utah Pollution Prevention Award.
Completion was issued in May 2009. This site was presented with a
mixed, with residential and commercial uses planned. A Certificate of
Environmental Covenant runs with the land. The future land use is
detected above the MCL. At this point the SMP was discontinued. An
groundwater for benzene for 2 quarters until benzene was no longer
regulated landfill. A Site Management Plan (SMP) monitored the
contaminated soil removed from the site and disposed of at a
were conducted in the fall of 2008 with over 10,000 tons of
found to contain benzene above the MCL of 5 ppb. Remedial activities
with PCBs, PNAs, and petroleum hydrocarbons in soils. Groundwater was
levels with heavy metals in soils (lead, arsenic, chromium), along
on 12-11-07 and was characterized with contaminants above screening
on historical uses in the Gateway District. The site entered the VCP
over 20 properties for the potential for environmental impacts based
Report, prepared for the SLC Redevelopment Agency, which assessed
sites in an evaluation of a Brownfields Preliminary Conditions
yard. In 1999 this site was identified as one of the higher priority
over 75 years of activity, including as a former scrap and salvage
Historic industrial operations at this site in downtown SLC includedHighlights:
Entrance Point of a Facility or StationPoint of Reference:
-Map Scale:
Address Matching-House NumberHCM Label:
-111.880107Longitude:
40.750715Latitude:
UTAH BARREL AND SCRAP (Continued) 1016952297
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 102
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
-Nickel Cleaned Up:
-mercury cleaned up:
-Iron cleaned up:
-Copper cleaned up:
YChromium cleaned up:
-Cadmium cleaned up:
YArsenic cleaned up:
-Superfund Fed. landowner flag:
3.67Future use industrial acreage:
-Future use commercial acreage:
-Future use residential acreage:
-Future use greenspace acreage:
3.67Past use industrial acreage:
-Past use commercial acreage:
-Surface Water:
-Past use residential acreage:
-Past use greenspace acreage:
114Num. of cleanup and re-dev. jobs:
-Cleanup other description:
-VOCs cleaned:
-VOCs found:
-Surface water cleaned:
YSoil cleaned up:
YSoil affected:
-Sediments cleaned:
-Sediments found:
YPetro products cleaned:
YPetro products found:
YPCBs cleaned up:
YPCBs found:
-PAHs cleaned up:
-PAHs found:
-Other contams found description:
-Other contaminants found:
YOther metals cleaned:
YOther metals found:
-Other cleaned up:
-Unknown media affected:
-No media affected:
-Lead cleaned up:
-Lead contaminant found:
YGroundwater cleaned:
YGroundwater affected:
-Drinking water cleaned:
-Drinking water affected:
-Controled substance cleaned:
-Controled substance found:
-Asbestos cleaned:
-Asbestos found:
-Air cleaned:
6-May-09State/tribal NFA date:
VCP C061State/tribal program ID:
24-Nov-07State/tribal program date:
YIC in place:
6-May-09IC in place date:
-IC Cat. Enforcement Permit Tools:
YIC Cat. Gov. Controls:
UTAH BARREL AND SCRAP (Continued) 1016952297
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 103
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
on historical uses in the Gateway District. The site entered the VCP
over 20 properties for the potential for environmental impacts based
Report, prepared for the SLC Redevelopment Agency, which assessed
sites in an evaluation of a Brownfields Preliminary Conditions
yard. In 1999 this site was identified as one of the higher priority
over 75 years of activity, including as a former scrap and salvage
Historic industrial operations at this site in downtown SLC includedHighlights:
Entrance Point of a Facility or StationPoint of Reference:
-Map Scale:
Address Matching-House NumberHCM Label:
-111.880107Longitude:
40.750715Latitude:
3.67Parcel size:
16072520310000, 16072520320000Property Number:
Section 128(a) State/TribalGrant Type:
Utah Department of Environmental QualityRecipient Name:
SALT LAKE CITY, UT 84111City,State,Zip:
850 SOUTH 400 WESTAddress:
UTAH BARREL AND SCRAPName:
7.88Unemployed Percent:
72Unemployed Number:
13.72Vacant Housing Percent:
76Vacant Housing Number:
64.77Meidan Income Percent:
592Meidan Income Number:
1872Meidan Income:
35.45Below Poverty Percent:
324Below Poverty Number:
removed.
salvage yard. Two petroleum ASTs were once located on the site and
over 75 years of activity, including 45 years as a former scrap and
Historic industrial operations at this site in downtown SLC includedProperty Description:
-Past Use: Multistory
-Unknown media cleaned up:
-Indoor air media cleaned up:
-Building material media cleaned up:
-Media affected indoor air:
-Media affected Bluiding Material:
0Future Use: Multistory
-Unknown contaminant found:
-SVOCs contaminant found:
-Selenium contaminant found:
-Pesticides contaminant found:
-No contaminant found:
-Nickel contaminant found:
-Mercury contaminant found:
-Iron contaminant found:
-Copper contaminant found:
YChromium contaminant found:
-Cadmium contaminant found:
YArsenic contaminant found:
-Unknown clean up:
-SVOCs cleaned up:
-Selenium cleaned up:
-Pesticides cleaned up:
-No clean up:
UTAH BARREL AND SCRAP (Continued) 1016952297
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 104
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
-Controled substance cleaned:
-Controled substance found:
-Asbestos cleaned:
-Asbestos found:
-Air cleaned:
6-May-09State/tribal NFA date:
VCP C061State/tribal program ID:
24-Nov-07State/tribal program date:
YIC in place:
6-May-09IC in place date:
-IC Cat. Enforcement Permit Tools:
YIC Cat. Gov. Controls:
YIC Cat. Info. Devices:
YIC Category Proprietary Controls:
YInstitutional Controls Required:
YPhoto Available:
NVideo Available:
YCleanup Required:
NDid Owner Change:
ArtSpace LLCCurrent Owner:
7-Jun-99Completion Date:
PrivateOwnership Entity:
19-Mar-97Start Date:
98899301Cooperative Agreement Number:
NAccomplishment Count:
Phase II Environmental AssessmentAccomplishment Type:
HazardousGrant Type:
Private/Other FundingCleanup Funding Entity:
US EPA - State & Tribal Section 128(a) FundingAssessment Funding Entity:
6-May-09Redevelopment Start Date:
Private/Other FundingRedev. Funding Entity Name:
Artspace, banksRedev. Funding Source:
17500000Redevelopment Funding:
EPAAssessment Funding Source:
1Assessment Funding:
Artspace, banksCleanup Funding Source:
500000Cleanup Funding:
3.67Acres Cleaned Up:
8-Jan-09Completed Date:
1-Jul-13Redev Completition Date:
9-Sep-08Start Date:
Site Management PlanIC Data Access:
166302Acres Property ID:
North American Datum of 1983Datum:
2009 Utah Pollution Prevention Award.
Completion was issued in May 2009. This site was presented with a
mixed, with residential and commercial uses planned. A Certificate of
Environmental Covenant runs with the land. The future land use is
detected above the MCL. At this point the SMP was discontinued. An
groundwater for benzene for 2 quarters until benzene was no longer
regulated landfill. A Site Management Plan (SMP) monitored the
contaminated soil removed from the site and disposed of at a
were conducted in the fall of 2008 with over 10,000 tons of
found to contain benzene above the MCL of 5 ppb. Remedial activities
with PCBs, PNAs, and petroleum hydrocarbons in soils. Groundwater was
levels with heavy metals in soils (lead, arsenic, chromium), along
on 12-11-07 and was characterized with contaminants above screening
UTAH BARREL AND SCRAP (Continued) 1016952297
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 105
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
-Nickel contaminant found:
-Mercury contaminant found:
-Iron contaminant found:
-Copper contaminant found:
YChromium contaminant found:
-Cadmium contaminant found:
YArsenic contaminant found:
-Unknown clean up:
-SVOCs cleaned up:
-Selenium cleaned up:
-Pesticides cleaned up:
-No clean up:
-Nickel Cleaned Up:
-mercury cleaned up:
-Iron cleaned up:
-Copper cleaned up:
YChromium cleaned up:
-Cadmium cleaned up:
YArsenic cleaned up:
-Superfund Fed. landowner flag:
3.67Future use industrial acreage:
-Future use commercial acreage:
-Future use residential acreage:
-Future use greenspace acreage:
3.67Past use industrial acreage:
-Past use commercial acreage:
-Surface Water:
-Past use residential acreage:
-Past use greenspace acreage:
114Num. of cleanup and re-dev. jobs:
-Cleanup other description:
-VOCs cleaned:
-VOCs found:
-Surface water cleaned:
YSoil cleaned up:
YSoil affected:
-Sediments cleaned:
-Sediments found:
YPetro products cleaned:
YPetro products found:
YPCBs cleaned up:
YPCBs found:
-PAHs cleaned up:
-PAHs found:
-Other contams found description:
-Other contaminants found:
YOther metals cleaned:
YOther metals found:
-Other cleaned up:
-Unknown media affected:
-No media affected:
-Lead cleaned up:
-Lead contaminant found:
YGroundwater cleaned:
YGroundwater affected:
-Drinking water cleaned:
-Drinking water affected:
UTAH BARREL AND SCRAP (Continued) 1016952297
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 106
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
7.88Unemployed Percent:
72Unemployed Number:
13.72Vacant Housing Percent:
76Vacant Housing Number:
64.77Meidan Income Percent:
592Meidan Income Number:
1872Meidan Income:
35.45Below Poverty Percent:
324Below Poverty Number:
removed.
salvage yard. Two petroleum ASTs were once located on the site and
over 75 years of activity, including 45 years as a former scrap and
Historic industrial operations at this site in downtown SLC includedProperty Description:
-Past Use: Multistory
-Unknown media cleaned up:
-Indoor air media cleaned up:
-Building material media cleaned up:
-Media affected indoor air:
-Media affected Bluiding Material:
0Future Use: Multistory
-Unknown contaminant found:
-SVOCs contaminant found:
-Selenium contaminant found:
-Pesticides contaminant found:
-No contaminant found:
UTAH BARREL AND SCRAP (Continued) 1016952297
[ELIZABETH PALMER]Project Manager:
3.67Site Acreage:
VCP-C061VCP Number:
SALT LAKE CITY, UTCity,State,Zip:
850 SOUTH 400 WEST AND 856 SOUTH 400 WESTAddress:
UTAH BARREL AND SCRAPName:
VCP:
8767.pdf
tah%20Barrel%20and%20Scrap%20-%20Artspace/IC%20Agreements/DERR-2009-00
%20Branch/18%20-%20Salt%20Lake/Voluntary%20Cleanup%20Program%20(VCP)/U
http://eqedocs.utah.gov/Viewer.aspx?file=168.178.6.41/docs/derr/CERCLAURL:
DERRDivision:
Voluntary Cleanup Program (VCP)PGM:
CERCLA BranchBranch:
Elizabeth PalmerPM:
ENVIRONMENTAL COVENANT FinalTitle:
05/01/2009Doc Date:
IC AgreementsSub Program:
DERR-2009-008767Doc #:
C061Facility Id:
SALT LAKE CITYCity:
850 SOUTH 400 WEST AND 856 SOUTH 400 WESTAddress:
UTAH BARREL AND SCRAP - ARTSPACEName:
INST CONTROL:
1771 ft. Site 2 of 2 in cluster Q
0.335 mi.
Relative:
Lower
Actual:
4231 ft.

1/4-1/2 UT EWASALT LAKE CITY, UT 84101
NNW UT VCP850 SOUTH 400 WEST AND 856 SOUTH 400 WEST N/A
Q68 UT INST CONTROLUTAH BARREL AND SCRAP S108911982
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 107
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
4511512.9199999999Longitude:
423749.13Latitude:
Enforceable Written Assurances - 11Map Label:
5914State Key:
8015364092Contact Phone Number:
[Elizabeth Palmer]Current Project Manager:
Pending5269Department Id #:
sites in an evaluation of a Brownfields Prelimin
yard. In 1999 this site was identified as one of the higher priority
over 75 years of activity, including as a former scrap and salvage
Historic industrial operations at this site in downtown SLC includedProject Description:
Enforceable Written AssurancesSite Program Description:
11Site Program Id #:
SALT LAKE CITY, UT 84101City,State,Zip:
850 SOUTH 400 WEST AND 856 SOUTH 400 WESTAddress:
UTAH BARREL AND SCRAPName:
EWA:
5/6/2009Date Of Completion:
12/11/2007Date Of Agreement:
10/24/2007Date Of Application:
Certificate of Completion issuedStatus:
UTAH BARREL AND SCRAP (Continued) S108911982
0Closed Tanks:
3Total Tanks:
[phone]Owner Phone:
DALLAS, TX 75221Owner City,St,Zip:
PO BOX 711Owner Address:
7-ELEVEN INCOwner Name:
4001338Facility ID:
SALT LAKE CITY, UT 84115City,State,Zip:
114 W 1300 SAddress:
7-ELEVEN 1851-27126Name:
UST:
Hong-Lei TaoProject Manager:
DALLAS, TX 75221Owner City,St,Zip:
75221Owner Zip:
TXOwner State:
DALLASOwner City:
PO BOX 711Owner Address:
7-ELEVEN INCOwner Name:
11/22/2006Notification Date:
07/25/2007Closed Date:
MDZRelease Id:
4001338Facility ID:
SALT LAKE CITY, UT 84115City,State,Zip:
114 W 1300 SAddress:
7-ELEVEN 1851-27126Name:
LUST:
1812 ft. Site 1 of 2 in cluster R
0.343 mi.
Relative:
Higher
Actual:
4233 ft.

1/4-1/2 UT Financial AssuranceSALT LAKE CITY, UT 84115
SE UT UST114 W 1300 S N/A
R69 UT LUST7-ELEVEN 1851-27126 U003150348
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 108
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
PST FundMechanism:
TrueFederal Regulated Tank:
4001338Facility ID:
SALT LAKE CITY, UT 84115City,State,Zip:
114 W 1300 SAddress:
7-ELEVEN 1851-27126Name:
Financial Assurance 2:
7-ELEVEN 1851-27126 (Continued)U003150348
1Closed Tanks:
1Total Tanks:
[phone]Owner Phone:
DETROIT, MI 48217Owner City,St,Zip:
P O BOX 77196Owner Address:
CHRYSLER REALTY CORPOwner Name:
4000162Facility ID:
SALT LAKE CITY, UT 84115City,State,Zip:
1100 S MAIN STAddress:
FREED CHRYSLER PLYMOUTH, INC.Name:
UST:
[Victor Scherer]Project Manager:
DETROIT, MI 48217Owner City,St,Zip:
48217Owner Zip:
MIOwner State:
DETROITOwner City:
P O BOX 77196Owner Address:
CHRYSLER REALTY CORPOwner Name:
01/30/1996Notification Date:
06/19/1998Closed Date:
JIERelease Id:
4000162Facility ID:
SALT LAKE CITY, UT 84115City,State,Zip:
1100 S MAIN STAddress:
FREED CHRYSLER PLYMOUTH, INC.Name:
LUST:
1828 ft.
0.346 mi.
Relative:
Higher
Actual:
4234 ft.

1/4-1/2 SALT LAKE CITY, UT 84115
ESE UT UST1100 S MAIN ST N/A
70 UT LUSTFREED CHRYSLER PLYMOUTH, INC. U003150218
08/23/2018Closed Date:
IBARelease Id:
4001922Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
800 S 300 WAddress:
OLD GAS STATION SITEName:
LUST:
1870 ft. Site 1 of 4 in cluster S
0.354 mi.
Relative:
Lower
Actual:
4232 ft.

1/4-1/2 SALT LAKE CITY, UT 84101
North UT UST800 S 300 W N/A
S71 UT LUSTOLD GAS STATION SITE U003149711
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 109
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
3Closed Tanks:
3Total Tanks:
[phone]Owner Phone:
SALT LAKE CITY, UT 84101Owner City,St,Zip:
3815 S WEST TEMPLEOwner Address:
FIRST INTERSTATE BANK OF UTAH NAOwner Name:
4001922Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
800 S 300 WAddress:
OLD GAS STATION SITEName:
UST:
Morgan AtkinsonProject Manager:
SALT LAKE CITY, UT 84101Owner City,St,Zip:
84101Owner Zip:
UTOwner State:
SALT LAKE CITYOwner City:
3815 S WEST TEMPLEOwner Address:
FIRST INTERSTATE BANK OF UTAH NAOwner Name:
03/26/1993Notification Date:
OLD GAS STATION SITE (Continued) U003149711
3Closed Tanks:
3Total Tanks:
[phone]Owner Phone:
SALT LAKE CITY, UT 84104Owner City,St,Zip:
1990 W 500 SOwner Address:
SALT LAKE CITY FLEET MANAGEMENTOwner Name:
4001789Facility ID:
SALT LAKE CITY, UT 84111City,State,Zip:
325 W 800 SAddress:
FLEET MANAGEMENT YARDName:
UST:
[Rocky Stonestreet]Project Manager:
SALT LAKE CITY, UT 84104Owner City,St,Zip:
84104Owner Zip:
UTOwner State:
SALT LAKE CITYOwner City:
1990 W 500 SOwner Address:
SALT LAKE CITY FLEET MANAGEMENTOwner Name:
03/28/1991Notification Date:
12/04/1992Closed Date:
GRLRelease Id:
4001789Facility ID:
SALT LAKE CITY, UT 84111City,State,Zip:
325 W 800 SAddress:
FLEET MANAGEMENT YARDName:
LUST:
1885 ft. Site 2 of 4 in cluster S
0.357 mi.
Relative:
Lower
Actual:
4232 ft.

1/4-1/2 SALT LAKE CITY, UT 84111
NNW UT UST325 W 800 S N/A
S72 UT LUSTFLEET MANAGEMENT YARD U004281717
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 110
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
11Closed Tanks:
11Total Tanks:
[phone]Owner Phone:
SALT LAKE CITY, UT 84104Owner City,St,Zip:
1990 W 500 SOwner Address:
SALT LAKE CITY FLEET MANAGEMENTOwner Name:
4000835Facility ID:
SALT LAKE CITY, UT 84111City,State,Zip:
325 W 800 SAddress:
FLEET MANAGEMENT YARDName:
UST:
Hong-Lei TaoProject Manager:
SALT LAKE CITY, UT 84104Owner City,St,Zip:
84104Owner Zip:
UTOwner State:
SALT LAKE CITYOwner City:
1990 W 500 SOwner Address:
SALT LAKE CITY FLEET MANAGEMENTOwner Name:
07/15/1993Notification Date:
08/23/2018Closed Date:
IEQRelease Id:
4000835Facility ID:
SALT LAKE CITY, UT 84111City,State,Zip:
325 W 800 SAddress:
FLEET MANAGEMENT YARDName:
LUST:
1885 ft. Site 3 of 4 in cluster S
0.357 mi.
Relative:
Lower
Actual:
4232 ft.

1/4-1/2 SALT LAKE CITY, UT 84111
NNW UT UST325 W 800 S N/A
S73 UT LUSTFLEET MANAGEMENT YARD U004281695
SALT LAKE CITY, UT 84101City,State,Zip:
1030 S MAIN STAddress:
BORDEN INC., MEADOW GOLD DAIRYName:
[Robin Jenkins]Project Manager:
COLUMBUS, OH 43229Owner City,St,Zip:
43229Owner Zip:
OHOwner State:
COLUMBUSOwner City:
1050 KINGSMILL PARKWAYOwner Address:
BORDEN INCOwner Name:
03/20/1990Notification Date:
04/29/1996Closed Date:
FPCRelease Id:
4001587Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
1030 S MAIN STAddress:
BORDEN INC., MEADOW GOLD DAIRYName:
LUST:
1917 ft.
0.363 mi.
Relative:
Higher
Actual:
4233 ft.

1/4-1/2 SALT LAKE CITY, UT 84101
East UT UST1030 S MAIN ST N/A
74 UT LUSTBORDEN INC., MEADOW GOLD DAIRY U003149714
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 111
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
5Closed Tanks:
5Total Tanks:
[phone]Owner Phone:
COLUMBUS, OH 43229Owner City,St,Zip:
1050 KINGSMILL PARKWAYOwner Address:
BORDEN INCOwner Name:
4001587Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
1030 S MAIN STAddress:
BORDEN INC., MEADOW GOLD DAIRYName:
UST:
[Robin Jenkins]Project Manager:
COLUMBUS, OH 43229Owner City,St,Zip:
43229Owner Zip:
OHOwner State:
COLUMBUSOwner City:
1050 KINGSMILL PARKWAYOwner Address:
BORDEN INCOwner Name:
03/16/2000Notification Date:
05/01/2000Closed Date:
LEJRelease Id:
4001587Facility ID:
BORDEN INC., MEADOW GOLD DAIRY (Continued) U003149714
1Closed Tanks:
1Total Tanks:
[phone]Owner Phone:
SALT LAKE CITY, UT 84117Owner City,St,Zip:
5250 S SPRING LEAF DROwner Address:
JEWELL REICHERT MAXINE BLACKOwner Name:
4001879Facility ID:
SALT LAKE CITY, UT 84111City,State,Zip:
50 W 900 SAddress:
VACANT PROPERTYName:
UST:
[Dale Urban]Project Manager:
SALT LAKE CITY, UT 84117Owner City,St,Zip:
84117Owner Zip:
UTOwner State:
SALT LAKE CITYOwner City:
5250 S SPRING LEAF DROwner Address:
JEWELL REICHERT MAXINE BLACKOwner Name:
05/27/1992Notification Date:
07/01/1998Closed Date:
HOGRelease Id:
4001879Facility ID:
SALT LAKE CITY, UT 84111City,State,Zip:
50 W 900 SAddress:
VACANT PROPERTYName:
LUST:
1922 ft.
0.364 mi.
Relative:
Higher
Actual:
4235 ft.

1/4-1/2 UT ASTSALT LAKE CITY, UT 84111
NE UT UST50 W 900 S N/A
75 UT LUSTVACANT PROPERTY U003150171
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 112
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
Not ListedSubstance Stored:
1000Tank Capacity:
Permanently Out of UseTank Status:
4Tank Id:
JEWELL REICHERT MAXINE BLACKOwner Name:
4001879Facility Id:
SALT LAKE CITYCity:
50 W 900 SAddress:
VACANT PROPERTYName:
AST:
VACANT PROPERTY (Continued)U003150171
2Closed Tanks:
2Total Tanks:
[phone]Owner Phone:
OMAHA, NE 68179Owner City,St,Zip:
1416 DODGE ST ROOM 930Owner Address:
UNION PACIFIC RAILROAD COOwner Name:
4001100Facility ID:
SALT LAKE CITY, UT 84116City,State,Zip:
900 S 500 WAddress:
SALT LAKE CITY-9TH SOUTH SEC.Name:
UST:
[Shelly Quick]Project Manager:
OMAHA, NE 68179Owner City,St,Zip:
68179Owner Zip:
NEOwner State:
OMAHAOwner City:
1416 DODGE ST ROOM 930Owner Address:
UNION PACIFIC RAILROAD COOwner Name:
03/28/1990Notification Date:
02/07/1996Closed Date:
FPQRelease Id:
4001100Facility ID:
SALT LAKE CITY, UT 84116City,State,Zip:
900 S 500 WAddress:
SALT LAKE CITY-9TH SOUTH SEC.Name:
LUST:
1980 ft.
0.375 mi.
Relative:
Lower
Actual:
4230 ft.

1/4-1/2 SALT LAKE CITY, UT 84116
WNW UT UST900 S 500 W N/A
76 UT LUSTSALT LAKE CITY-9TH SOUTH SEC.U003150407
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 113
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
3Closed Tanks:
3Total Tanks:
[phone]Owner Phone:
SALT LAKE CITY, UT 84101Owner City,St,Zip:
775 S 300 WOwner Address:
GENE PENMAN 66Owner Name:
4000323Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
775 S 300 WAddress:
GENE PENMAN 66Name:
UST:
Hong-Lei TaoProject Manager:
SALT LAKE CITY, UT 84101Owner City,St,Zip:
84101Owner Zip:
UTOwner State:
SALT LAKE CITYOwner City:
775 S 300 WOwner Address:
GENE PENMAN 66Owner Name:
04/09/1997Notification Date:
04/23/2015Closed Date:
JZORelease Id:
4000323Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
775 S 300 WAddress:
GENE PENMAN 66Name:
LUST:
1982 ft. Site 4 of 4 in cluster S
0.375 mi.
Relative:
Lower
Actual:
4232 ft.

1/4-1/2 SALT LAKE CITY, UT 84101
North UT UST775 S 300 W N/A
S77 UT LUSTGENE PENMAN 66 U003149787
removal. Petroleum hydrcarbon contaminated soils and groundwater was
HASLC submitted a closure plan to the DERR and closed the UST by
unknown 4,000-gallon underground storage tank UST was discovered.
excavation activities associated with the construction, a previously
to construct low-income housing apartments at the property. During
The Housing Authority of Salt Lake City HASLC purchased the propertyHighlights:
Other PointPoint of Reference:
-Map Scale:
Global Positioning Method-Unspecified ParametersHCM Label:
-111.89256Longitude:
40.7468Latitude:
2.57Parcel size:
15-12-430032Property Number:
AssessmentGrant Type:
Utah Department of Environmental Quality, State ofRecipient Name:
SALT LAKE CITY, UT 84115City,State,Zip:
1301 SOUTH WEST TEMPLEAddress:
JEFFERSON SCHOOL APARTMENTSName:
US BROWNFIELDS:
1992 ft. Site 2 of 2 in cluster R
0.377 mi.
Relative:
Higher
Actual:
4234 ft.

1/4-1/2 SALT LAKE CITY, UT 84115
SE FINDS1301 SOUTH WEST TEMPLE N/A
R78 US BROWNFIELDSJEFFERSON SCHOOL APARTMENTS 1016348665
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 114
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
-Controled substance found:
-Asbestos cleaned:
-Asbestos found:
-Air cleaned:
15-Apr-05State/tribal NFA date:
-State/tribal program ID:
-State/tribal program date:
-IC in place:
-IC in place date:
-IC Cat. Enforcement Permit Tools:
-IC Cat. Gov. Controls:
-IC Cat. Info. Devices:
-IC Category Proprietary Controls:
NInstitutional Controls Required:
YPhoto Available:
NVideo Available:
YCleanup Required:
NDid Owner Change:
JSA II, LLC.Current Owner:
18-Mar-05Completion Date:
-Ownership Entity:
18-Mar-05Start Date:
97811001Cooperative Agreement Number:
YAccomplishment Count:
Phase II Environmental AssessmentAccomplishment Type:
PetroleumGrant Type:
Private/Other FundingCleanup Funding Entity:
US EPA - Brownfields Assessment Cooperative AgreementAssessment Funding Entity:
11-Jan-05Redevelopment Start Date:
Private/Other FundingRedev. Funding Entity Name:
US BankRedev. Funding Source:
5500000Redevelopment Funding:
-Assessment Funding Source:
630Assessment Funding:
Salt Lake Housing AuthorityCleanup Funding Source:
8100Cleanup Funding:
0.03Acres Cleaned Up:
15-Apr-05Completed Date:
-Redev Completition Date:
15-Apr-05Start Date:
-IC Data Access:
16103Acres Property ID:
-Datum:
complex is 90 leased.
was issued to HASLC on April 15, 2005.Currently, the 84-unit housing
report was prepared on March 18, 2005 and a No Further Action letter
were below state established cleanup standards. A property assessment
assessment sample results indicated that all contaminants of concern
confirmation samples from the open excavation. The property
soil was removed, the DERR personnel collected soil and groundwater
soils to assist with disposal options. Once the extent of impacted
on-site during excavation activities and field screened the excavated
petroleum-contaminated soils from the property. DERR personnel were
excavation contractor and soil transportation company to remove
and groundwater. The propetry owner and developer utilized their own
results showed elevated levels of petroleum contamination in the soil
evident within the UST excavation area and closure sample analytical
JEFFERSON SCHOOL APARTMENTS (Continued) 1016348665
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 115
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
-Mercury contaminant found:
-Iron contaminant found:
-Copper contaminant found:
-Chromium contaminant found:
-Cadmium contaminant found:
-Arsenic contaminant found:
-Unknown clean up:
-SVOCs cleaned up:
-Selenium cleaned up:
-Pesticides cleaned up:
-No clean up:
-Nickel Cleaned Up:
-mercury cleaned up:
-Iron cleaned up:
-Copper cleaned up:
-Chromium cleaned up:
-Cadmium cleaned up:
-Arsenic cleaned up:
NSuperfund Fed. landowner flag:
-Future use industrial acreage:
-Future use commercial acreage:
2.57Future use residential acreage:
-Future use greenspace acreage:
-Past use industrial acreage:
-Past use commercial acreage:
-Surface Water:
-Past use residential acreage:
-Past use greenspace acreage:
-Num. of cleanup and re-dev. jobs:
-Cleanup other description:
-VOCs cleaned:
-VOCs found:
-Surface water cleaned:
YSoil cleaned up:
YSoil affected:
-Sediments cleaned:
-Sediments found:
YPetro products cleaned:
YPetro products found:
-PCBs cleaned up:
-PCBs found:
-PAHs cleaned up:
-PAHs found:
-Other contams found description:
-Other contaminants found:
-Other metals cleaned:
-Other metals found:
-Other cleaned up:
-Unknown media affected:
-No media affected:
-Lead cleaned up:
-Lead contaminant found:
YGroundwater cleaned:
YGroundwater affected:
-Drinking water cleaned:
-Drinking water affected:
-Controled substance cleaned:
JEFFERSON SCHOOL APARTMENTS (Continued) 1016348665
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 116
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
-Datum:
complex is 90 leased.
was issued to HASLC on April 15, 2005.Currently, the 84-unit housing
report was prepared on March 18, 2005 and a No Further Action letter
were below state established cleanup standards. A property assessment
assessment sample results indicated that all contaminants of concern
confirmation samples from the open excavation. The property
soil was removed, the DERR personnel collected soil and groundwater
soils to assist with disposal options. Once the extent of impacted
on-site during excavation activities and field screened the excavated
petroleum-contaminated soils from the property. DERR personnel were
excavation contractor and soil transportation company to remove
and groundwater. The propetry owner and developer utilized their own
results showed elevated levels of petroleum contamination in the soil
evident within the UST excavation area and closure sample analytical
removal. Petroleum hydrcarbon contaminated soils and groundwater was
HASLC submitted a closure plan to the DERR and closed the UST by
unknown 4,000-gallon underground storage tank UST was discovered.
excavation activities associated with the construction, a previously
to construct low-income housing apartments at the property. During
The Housing Authority of Salt Lake City HASLC purchased the propertyHighlights:
Other PointPoint of Reference:
-Map Scale:
Global Positioning Method-Unspecified ParametersHCM Label:
-111.89256Longitude:
40.7468Latitude:
2.57Parcel size:
15-12-430032Property Number:
AssessmentGrant Type:
Utah Department of Environmental Quality, State ofRecipient Name:
SALT LAKE CITY, UT 84115City,State,Zip:
1301 SOUTH WEST TEMPLEAddress:
JEFFERSON SCHOOL APARTMENTSName:
8.81Unemployed Percent:
285Unemployed Number:
3.65Vacant Housing Percent:
55Vacant Housing Number:
67.95Meidan Income Percent:
2199Meidan Income Number:
3461Meidan Income:
40.91Below Poverty Percent:
1324Below Poverty Number:
Wholesale produce companyProperty Description:
-Past Use: Multistory
-Unknown media cleaned up:
-Indoor air media cleaned up:
-Building material media cleaned up:
-Media affected indoor air:
-Media affected Bluiding Material:
-Future Use: Multistory
-Unknown contaminant found:
-SVOCs contaminant found:
-Selenium contaminant found:
-Pesticides contaminant found:
-No contaminant found:
-Nickel contaminant found:
JEFFERSON SCHOOL APARTMENTS (Continued) 1016348665
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 117
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
-PAHs found:
-Other contams found description:
-Other contaminants found:
-Other metals cleaned:
-Other metals found:
-Other cleaned up:
-Unknown media affected:
-No media affected:
-Lead cleaned up:
-Lead contaminant found:
YGroundwater cleaned:
YGroundwater affected:
-Drinking water cleaned:
-Drinking water affected:
-Controled substance cleaned:
-Controled substance found:
-Asbestos cleaned:
-Asbestos found:
-Air cleaned:
15-Apr-05State/tribal NFA date:
-State/tribal program ID:
-State/tribal program date:
-IC in place:
-IC in place date:
-IC Cat. Enforcement Permit Tools:
-IC Cat. Gov. Controls:
-IC Cat. Info. Devices:
-IC Category Proprietary Controls:
NInstitutional Controls Required:
YPhoto Available:
NVideo Available:
YCleanup Required:
NDid Owner Change:
JSA II, LLC.Current Owner:
6-Oct-05Completion Date:
-Ownership Entity:
6-Oct-05Start Date:
97811001Cooperative Agreement Number:
NAccomplishment Count:
Phase I Environmental AssessmentAccomplishment Type:
PetroleumGrant Type:
Private/Other FundingCleanup Funding Entity:
-Assessment Funding Entity:
11-Jan-05Redevelopment Start Date:
Private/Other FundingRedev. Funding Entity Name:
US BankRedev. Funding Source:
5500000Redevelopment Funding:
-Assessment Funding Source:
-Assessment Funding:
Salt Lake Housing AuthorityCleanup Funding Source:
8100Cleanup Funding:
0.03Acres Cleaned Up:
15-Apr-05Completed Date:
-Redev Completition Date:
15-Apr-05Start Date:
-IC Data Access:
16103Acres Property ID:
JEFFERSON SCHOOL APARTMENTS (Continued) 1016348665
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 118
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
1324Below Poverty Number:
Wholesale produce companyProperty Description:
-Past Use: Multistory
-Unknown media cleaned up:
-Indoor air media cleaned up:
-Building material media cleaned up:
-Media affected indoor air:
-Media affected Bluiding Material:
-Future Use: Multistory
-Unknown contaminant found:
-SVOCs contaminant found:
-Selenium contaminant found:
-Pesticides contaminant found:
-No contaminant found:
-Nickel contaminant found:
-Mercury contaminant found:
-Iron contaminant found:
-Copper contaminant found:
-Chromium contaminant found:
-Cadmium contaminant found:
-Arsenic contaminant found:
-Unknown clean up:
-SVOCs cleaned up:
-Selenium cleaned up:
-Pesticides cleaned up:
-No clean up:
-Nickel Cleaned Up:
-mercury cleaned up:
-Iron cleaned up:
-Copper cleaned up:
-Chromium cleaned up:
-Cadmium cleaned up:
-Arsenic cleaned up:
NSuperfund Fed. landowner flag:
-Future use industrial acreage:
-Future use commercial acreage:
2.57Future use residential acreage:
-Future use greenspace acreage:
-Past use industrial acreage:
-Past use commercial acreage:
-Surface Water:
-Past use residential acreage:
-Past use greenspace acreage:
-Num. of cleanup and re-dev. jobs:
-Cleanup other description:
-VOCs cleaned:
-VOCs found:
-Surface water cleaned:
YSoil cleaned up:
YSoil affected:
-Sediments cleaned:
-Sediments found:
YPetro products cleaned:
YPetro products found:
-PCBs cleaned up:
-PCBs found:
-PAHs cleaned up:
JEFFERSON SCHOOL APARTMENTS (Continued) 1016348665
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 119
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
-Assessment Funding Entity:
11-Jan-05Redevelopment Start Date:
Private/Other FundingRedev. Funding Entity Name:
US BankRedev. Funding Source:
5500000Redevelopment Funding:
-Assessment Funding Source:
-Assessment Funding:
Salt Lake Housing AuthorityCleanup Funding Source:
8100Cleanup Funding:
0.03Acres Cleaned Up:
15-Apr-05Completed Date:
-Redev Completition Date:
15-Apr-05Start Date:
-IC Data Access:
16103Acres Property ID:
-Datum:
complex is 90 leased.
was issued to HASLC on April 15, 2005.Currently, the 84-unit housing
report was prepared on March 18, 2005 and a No Further Action letter
were below state established cleanup standards. A property assessment
assessment sample results indicated that all contaminants of concern
confirmation samples from the open excavation. The property
soil was removed, the DERR personnel collected soil and groundwater
soils to assist with disposal options. Once the extent of impacted
on-site during excavation activities and field screened the excavated
petroleum-contaminated soils from the property. DERR personnel were
excavation contractor and soil transportation company to remove
and groundwater. The propetry owner and developer utilized their own
results showed elevated levels of petroleum contamination in the soil
evident within the UST excavation area and closure sample analytical
removal. Petroleum hydrcarbon contaminated soils and groundwater was
HASLC submitted a closure plan to the DERR and closed the UST by
unknown 4,000-gallon underground storage tank UST was discovered.
excavation activities associated with the construction, a previously
to construct low-income housing apartments at the property. During
The Housing Authority of Salt Lake City HASLC purchased the propertyHighlights:
Other PointPoint of Reference:
-Map Scale:
Global Positioning Method-Unspecified ParametersHCM Label:
-111.89256Longitude:
40.7468Latitude:
2.57Parcel size:
15-12-430032Property Number:
AssessmentGrant Type:
Utah Department of Environmental Quality, State ofRecipient Name:
SALT LAKE CITY, UT 84115City,State,Zip:
1301 SOUTH WEST TEMPLEAddress:
JEFFERSON SCHOOL APARTMENTSName:
8.81Unemployed Percent:
285Unemployed Number:
3.65Vacant Housing Percent:
55Vacant Housing Number:
67.95Meidan Income Percent:
2199Meidan Income Number:
3461Meidan Income:
40.91Below Poverty Percent:
JEFFERSON SCHOOL APARTMENTS (Continued) 1016348665
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 120
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
-Past use greenspace acreage:
-Num. of cleanup and re-dev. jobs:
-Cleanup other description:
-VOCs cleaned:
-VOCs found:
-Surface water cleaned:
YSoil cleaned up:
YSoil affected:
-Sediments cleaned:
-Sediments found:
YPetro products cleaned:
YPetro products found:
-PCBs cleaned up:
-PCBs found:
-PAHs cleaned up:
-PAHs found:
-Other contams found description:
-Other contaminants found:
-Other metals cleaned:
-Other metals found:
-Other cleaned up:
-Unknown media affected:
-No media affected:
-Lead cleaned up:
-Lead contaminant found:
YGroundwater cleaned:
YGroundwater affected:
-Drinking water cleaned:
-Drinking water affected:
-Controled substance cleaned:
-Controled substance found:
-Asbestos cleaned:
-Asbestos found:
-Air cleaned:
15-Apr-05State/tribal NFA date:
-State/tribal program ID:
-State/tribal program date:
-IC in place:
-IC in place date:
-IC Cat. Enforcement Permit Tools:
-IC Cat. Gov. Controls:
-IC Cat. Info. Devices:
-IC Category Proprietary Controls:
NInstitutional Controls Required:
YPhoto Available:
NVideo Available:
YCleanup Required:
NDid Owner Change:
JSA II, LLC.Current Owner:
18-Mar-05Completion Date:
-Ownership Entity:
18-Mar-05Start Date:
97811001Cooperative Agreement Number:
NAccomplishment Count:
Supplemental AssessmentAccomplishment Type:
PetroleumGrant Type:
Private/Other FundingCleanup Funding Entity:
JEFFERSON SCHOOL APARTMENTS (Continued) 1016348665
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 121
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
Environmental Interest/Information System:
registry_id=110038747158
http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_Facility URL:
110038747158Registry ID:
FINDS:
8.81Unemployed Percent:
285Unemployed Number:
3.65Vacant Housing Percent:
55Vacant Housing Number:
67.95Meidan Income Percent:
2199Meidan Income Number:
3461Meidan Income:
40.91Below Poverty Percent:
1324Below Poverty Number:
Wholesale produce companyProperty Description:
-Past Use: Multistory
-Unknown media cleaned up:
-Indoor air media cleaned up:
-Building material media cleaned up:
-Media affected indoor air:
-Media affected Bluiding Material:
-Future Use: Multistory
-Unknown contaminant found:
-SVOCs contaminant found:
-Selenium contaminant found:
-Pesticides contaminant found:
-No contaminant found:
-Nickel contaminant found:
-Mercury contaminant found:
-Iron contaminant found:
-Copper contaminant found:
-Chromium contaminant found:
-Cadmium contaminant found:
-Arsenic contaminant found:
-Unknown clean up:
-SVOCs cleaned up:
-Selenium cleaned up:
-Pesticides cleaned up:
-No clean up:
-Nickel Cleaned Up:
-mercury cleaned up:
-Iron cleaned up:
-Copper cleaned up:
-Chromium cleaned up:
-Cadmium cleaned up:
-Arsenic cleaned up:
NSuperfund Fed. landowner flag:
-Future use industrial acreage:
-Future use commercial acreage:
2.57Future use residential acreage:
-Future use greenspace acreage:
-Past use industrial acreage:
-Past use commercial acreage:
-Surface Water:
-Past use residential acreage:
JEFFERSON SCHOOL APARTMENTS (Continued) 1016348665
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 122
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
additional FINDS: detail in the EDR Site Report.
Click this hyperlink while viewing on your computer to access
electronically submit data directly to EPA.
is an federal online database for Brownfields Grantees to
US EPA Assessment, Cleanup and Redevelopment Exchange System (ACRES)
JEFFERSON SCHOOL APARTMENTS (Continued) 1016348665
2Closed Tanks:
2Total Tanks:
[phone]Owner Phone:
SALT LAKE CITY, UT 84101Owner City,St,Zip:
1000 S 500 WOwner Address:
UNISOURCEOwner Name:
4001539Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
1000 S 500 WAddress:
UNISOURCEName:
UST:
[Evan Sullivan]Project Manager:
SALT LAKE CITY, UT 84101Owner City,St,Zip:
84101Owner Zip:
UTOwner State:
SALT LAKE CITYOwner City:
1000 S 500 WOwner Address:
UNISOURCEOwner Name:
11/08/1989Notification Date:
12/23/1994Closed Date:
FIVRelease Id:
4001539Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
1000 S 500 WAddress:
UNISOURCEName:
LUST:
2068 ft.
0.392 mi.
Relative:
Lower
Actual:
4228 ft.

1/4-1/2 SALT LAKE CITY, UT 84101
West UT UST1000 S 500 W N/A
79 UT LUSTUNISOURCE U003149756
PO BOX 711Owner Address:
7-ELEVEN INCOwner Name:
10/12/2012Notification Date:
09/20/2013Closed Date:
MYZRelease Id:
4001045Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
111 W 800 SAddress:
7-ELEVEN 1851-26282Name:
LUST:
2070 ft. Site 1 of 2 in cluster T
0.392 mi.
Relative:
Higher
Actual:
4234 ft.

1/4-1/2 UT Financial AssuranceSALT LAKE CITY, UT 84101
NE UT UST111 W 800 S N/A
T80 UT LUST7-ELEVEN 1851-26282 U003149784
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 123
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
PST FundMechanism:
TrueFederal Regulated Tank:
4001045Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
111 W 800 SAddress:
7-ELEVEN 1851-26282Name:
Financial Assurance 2:
0Closed Tanks:
3Total Tanks:
[phone]Owner Phone:
DALLAS, TX 75221Owner City,St,Zip:
PO BOX 711Owner Address:
7-ELEVEN INCOwner Name:
4001045Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
111 W 800 SAddress:
7-ELEVEN 1851-26282Name:
UST:
Michael PecorelliProject Manager:
DALLAS, TX 75221Owner City,St,Zip:
75221Owner Zip:
TXOwner State:
DALLASOwner City:
7-ELEVEN 1851-26282 (Continued)U003149784
MURRAY, UT 84107Owner City,St,Zip:
5205 S 300 WOwner Address:
PEARL S LILJENQUIST TRUSTOwner Name:
4001570Facility ID:
SALT LAKE CITY, UT 84115City,State,Zip:
220 W CALIFORNIA ST ;;Address:
VAUGHT’S MEATSName:
UST:
[Dale Urban]Project Manager:
MURRAY, UT 84107Owner City,St,Zip:
84107Owner Zip:
UTOwner State:
MURRAYOwner City:
5205 S 300 WOwner Address:
PEARL S LILJENQUIST TRUSTOwner Name:
03/26/1990Notification Date:
11/30/1995Closed Date:
FPLRelease Id:
4001570Facility ID:
SALT LAKE CITY, UT 84115City,State,Zip:
220 W CALIFORNIA ST ;;Address:
VAUGHT’S MEATSName:
LUST:
2087 ft.
0.395 mi.
Relative:
Higher
Actual:
4234 ft.

1/4-1/2 SALT LAKE CITY, UT 84115
SSE UT UST220 W CALIFORNIA ST ;; N/A
81 UT LUSTVAUGHT’S MEATS U000813525
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 124
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
3Closed Tanks:
3Total Tanks:
[phone]Owner Phone:
VAUGHT’S MEATS (Continued)U000813525
John MenattiProject Manager:
HOUSTON, TX 77081Owner City,St,Zip:
77081Owner Zip:
TXOwner State:
HOUSTONOwner City:
6100 HILLCROFT STE 600Owner Address:
WEST HOUSTON TECHNOLOGY VENTURESOwner Name:
12/01/2000Notification Date:
04/12/2001Closed Date:
LIIRelease Id:
4002278Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
875 S WEST TEMPLEAddress:
FORMER COCA COLA BOTTLINGName:
LUST:
2097 ft. Site 2 of 2 in cluster T
0.397 mi.
Relative:
Higher
Actual:
4235 ft.

1/4-1/2 SALT LAKE CITY, UT 84101
NE 875 S WEST TEMPLE N/A
T82 UT LUSTFORMER COCA COLA BOTTLING S104850526
SALT LAKE CITY, UT 84104Owner City,St,Zip:
1990 W 500 SOwner Address:
SALT LAKE CITY FLEET MANAGEMENTOwner Name:
4000394Facility ID:
SALT LAKE CITY, UT 84115City,State,Zip:
52 W 1300 SAddress:
TOP STOP C-20Name:
UST:
Morgan AtkinsonProject Manager:
SALT LAKE CITY, UT 84104Owner City,St,Zip:
84104Owner Zip:
UTOwner State:
SALT LAKE CITYOwner City:
1990 W 500 SOwner Address:
SALT LAKE CITY FLEET MANAGEMENTOwner Name:
04/17/1995Notification Date:
06/17/2010Closed Date:
IXDRelease Id:
4000394Facility ID:
SALT LAKE CITY, UT 84115City,State,Zip:
52 W 1300 SAddress:
TOP STOP C-20Name:
LUST:
2127 ft.
0.403 mi.
Relative:
Higher
Actual:
4235 ft.

1/4-1/2 SALT LAKE CITY, UT 84115
SE UT UST52 W 1300 S N/A
83 UT LUSTTOP STOP C-20 U003150225
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 125
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
5Closed Tanks:
5Total Tanks:
[phone]Owner Phone:
TOP STOP C-20 (Continued)U003150225
1Closed Tanks:
1Total Tanks:
[phone]Owner Phone:
SALT LAKE CITY, UT 84106Owner City,St,Zip:
777 S 300 WOwner Address:
J.P. DEVROOM LLCOwner Name:
4002432Facility ID:
SALT LAKE CITY, UT 84106City,State,Zip:
777 S 300 WAddress:
DEVROOM’S GARAGEName:
UST:
Avery HolyoakProject Manager:
SALT LAKE CITY, UT 84106Owner City,St,Zip:
84106Owner Zip:
UTOwner State:
SALT LAKE CITYOwner City:
777 S 300 WOwner Address:
J.P. DEVROOM LLCOwner Name:
06/04/2009Notification Date:
MMTRelease Id:
4002432Facility ID:
SALT LAKE CITY, UT 84106City,State,Zip:
777 S 300 WAddress:
DEVROOM’S GARAGEName:
LUST:
2136 ft.
0.405 mi.
Relative:
Lower
Actual:
4232 ft.

1/4-1/2 SALT LAKE CITY, UT 84106
North UT UST777 S 300 W N/A
84 UT LUSTDEVROOM’S GARAGE U004137888
84110Owner Zip:
UTOwner State:
SALT LAKE CITYOwner City:
920 S 500 WOwner Address:
PIONEER WHOLESALEOwner Name:
08/25/1993Notification Date:
05/09/1995Closed Date:
IGJRelease Id:
4001172Facility ID:
SALT LAKE CITY, UT 84110City,State,Zip:
920 S 500 WAddress:
PIONEER WHOLESALEName:
LUST:
2137 ft.
0.405 mi.
Relative:
Lower
Actual:
4229 ft.

1/4-1/2 SALT LAKE CITY, UT 84110
WNW UT UST920 S 500 W N/A
85 UT LUSTPIONEER WHOLESALE U003150122
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 126
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
2Closed Tanks:
2Total Tanks:
[phone]Owner Phone:
SALT LAKE CITY, UT 84110Owner City,St,Zip:
920 S 500 WOwner Address:
PIONEER WHOLESALEOwner Name:
4001172Facility ID:
SALT LAKE CITY, UT 84110City,State,Zip:
920 S 500 WAddress:
PIONEER WHOLESALEName:
UST:
[Victor Scherer]Project Manager:
SALT LAKE CITY, UT 84110Owner City,St,Zip:
PIONEER WHOLESALE (Continued)U003150122
2Closed Tanks:
2Total Tanks:
[phone]Owner Phone:
SALT LAKE CITY, UT 84115Owner City,St,Zip:
1365 S 300 WOwner Address:
RASBAND DIESEL SERVICEOwner Name:
4001891Facility ID:
SALT LAKE CITY, UT 84115City,State,Zip:
1365 S 300 WAddress:
RASBAND DIESEL SERVICEName:
UST:
[Dale Urban]Project Manager:
SALT LAKE CITY, UT 84115Owner City,St,Zip:
84115Owner Zip:
UTOwner State:
SALT LAKE CITYOwner City:
1365 S 300 WOwner Address:
RASBAND DIESEL SERVICEOwner Name:
10/26/1992Notification Date:
04/06/1995Closed Date:
HWARelease Id:
4001891Facility ID:
SALT LAKE CITY, UT 84115City,State,Zip:
1365 S 300 WAddress:
RASBAND DIESEL SERVICEName:
LUST:
2144 ft.
0.406 mi.
Relative:
Lower
Actual:
4232 ft.

1/4-1/2 SALT LAKE CITY, UT 84115
South UT UST1365 S 300 W N/A
86 UT LUSTRASBAND DIESEL SERVICE U003150314
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 127
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
3Closed Tanks:
3Total Tanks:
SALT LAKE CITY, UT 84101Owner City,St,Zip:
1132 S 500 WOwner Address:
UNION COMMERCIAL CORPORATIONOwner Name:
4001141Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
1132 S 500 WAddress:
UNION POINT CONSTRUCTION COMPANYName:
UST:
[Evan Sullivan]Project Manager:
SALT LAKE CITY, UT 84101Owner City,St,Zip:
84101Owner Zip:
UTOwner State:
SALT LAKE CITYOwner City:
1132 S 500 WOwner Address:
UNION COMMERCIAL CORPORATIONOwner Name:
06/23/1994Notification Date:
03/14/1995Closed Date:
IPQRelease Id:
4001141Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
1132 S 500 WAddress:
UNION POINT CONSTRUCTION COMPANYName:
LUST:
2154 ft.
0.408 mi.
Relative:
Lower
Actual:
4228 ft.

1/4-1/2 SALT LAKE CITY, UT 84101
WSW UT UST1132 S 500 W N/A
87 UT LUSTUNION POINT CONSTRUCTION COMPANY U003149709
month, and accumulates at any time: 1 kg or less of acutely hazardous
or generates 1 kg or less of acutely hazardous waste per calendar
month, and accumulates 1000 kg or less of hazardous waste at any time;
Handler: generates 100 kg or less of hazardous waste per calendarDescription:
Conditionally Exempt Small Quantity GeneratorClassification:
PrivateLand type:
08EPA Region:
801-595-1111Contact telephone:
USContact country:
SALT LAKE CITY, UT 84111
1111 SOUTH MAIN STREETContact address:
ALLAN LINSLEYContact:
SALT LAKE CITY, UT 84111
MAIN STREETMailing address:
UT0000042887EPA ID:
SALT LAKE CITY, UT 84111
1111 SOUTH MAIN STREETFacility address:
JODY WILKINSON ACURAFacility name:
2011-01-13 00:00:00.0Date form received by agency:
RCRA-VSQG:
2245 ft. Site 1 of 2 in cluster U
0.425 mi.
Relative:
Higher
Actual:
4237 ft.

1/4-1/2 UT USTSALT LAKE CITY, UT 84111
ESE UT LUST1111 SOUTH MAIN STREET UT0000042887
U88 RCRA-VSQGJODY WILKINSON ACURA 1000877705
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 128
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
1993-10-19 00:00:00.0Date form received by agency:
Historical Generators:
NoUsed oil transporter:
NoUsed oil transfer facility:
NoUsed oil Specification marketer:
NoUsed oil fuel marketer to burner:
NoUser oil refiner:
NoUsed oil processor:
NoUsed oil fuel burner:
NoFurnace exemption:
NoOn-site burner exemption:
NoUnderground injection activity:
NoTreater, storer or disposer of HW:
NoTransporter of hazardous waste:
NoRecycler of hazardous waste:
NoMixed waste (haz. and radioactive):
NoU.S. importer of hazardous waste:
Handler Activities Summary:
1993-10-19 00:00:00.Owner/Op start date:
OperatorOwner/Operator Type:
PrivateLegal status:
801-595-1111Owner/operator telephone:
USOwner/operator country:
SALT LAKE CITY, UT 84111
MAIN STREETOwner/operator address:
JODY WILKINSON ACURAOwner/operator name:
OwnerOwner/Operator Type:
MunicipalLegal status:
801-595-1111Owner/operator telephone:
SALT LAKE CITY, UT 84111
1111 SOUTH MAIN STREETOwner/operator address:
JOSEPH P. WILKINSONOwner/operator name:
1993-10-19 00:00:00.Owner/Op start date:
OwnerOwner/Operator Type:
PrivateLegal status:
801-595-1111Owner/operator telephone:
USOwner/operator country:
SALT LAKE CITY, UT 84111
MAIN STREETOwner/operator address:
JODY WILKINSONOwner/operator name:
Owner/Operator Summary:
hazardous waste
the cleanup of a spill, into or on any land or water, of acutely
any residue or contaminated soil, waste or other debris resulting from
time: 1 kg or less of acutely hazardous waste; or 100 kg or less of
hazardous waste during any calendar month, and accumulates at any
from the cleanup of a spill, into or on any land or water, of acutely
of any residue or contaminated soil, waste or other debris resulting
land or water, of acutely hazardous waste; or generates 100 kg or less
other debris resulting from the cleanup of a spill, into or on any
waste; or 100 kg or less of any residue or contaminated soil, waste or
JODY WILKINSON ACURA (Continued) 1000877705
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 129
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
2Closed Tanks:
2Total Tanks:
[phone]Owner Phone:
SALT LAKE CITY, UT 84111Owner City,St,Zip:
1111 S MAIN STOwner Address:
UPTOWN ACURAOwner Name:
4001639Facility ID:
SALT LAKE CITY, UT 84111City,State,Zip:
1111 S MAIN STAddress:
UPTOWN ACURAName:
UST:
[DeAnn Rasmussen]Project Manager:
SALT LAKE CITY, UT 84111Owner City,St,Zip:
84111Owner Zip:
UTOwner State:
SALT LAKE CITYOwner City:
1111 S MAIN STOwner Address:
UPTOWN ACURAOwner Name:
10/06/1994Notification Date:
05/08/1998Closed Date:
ISSRelease Id:
4001639Facility ID:
SALT LAKE CITY, UT 84111City,State,Zip:
1111 S MAIN STAddress:
UPTOWN ACURAName:
LUST:
StateEvaluation lead agency:
COMPLIANCE ASSISTANCE VISITEvaluation:
2008-03-14 00:00:00.0Evaluation date:
Evaluation Action Summary:
No violations foundViolation Status:
TETRACHLOROETHYLENE. Waste name:
D039. Waste code:
MERCURY. Waste name:
D009. Waste code:
IGNITABLE WASTE. Waste name:
D001. Waste code:
Hazardous Waste Summary:
Small Quantity GeneratorClassification:
JODY WILKINSON ACURASite name:
JODY WILKINSON ACURA (Continued) 1000877705
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 130
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
1Closed Tanks:
1Total Tanks:
[phone]Owner Phone:
SALT LAKE CITY, UT 84101Owner City,St,Zip:
770 S WEST TEMPLEOwner Address:
SATURN OF SALT LAKEOwner Name:
4002023Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
770 S WEST TEMPLEAddress:
SATURN OF SALT LAKEName:
UST:
USTProject Manager:
SALT LAKE CITY, UT 84101Owner City,St,Zip:
84101Owner Zip:
UTOwner State:
SALT LAKE CITYOwner City:
770 S WEST TEMPLEOwner Address:
SATURN OF SALT LAKEOwner Name:
11/14/2000Notification Date:
11/22/2000Closed Date:
LIBRelease Id:
4002023Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
770 S WEST TEMPLEAddress:
SATURN OF SALT LAKEName:
LUST:
2275 ft.
0.431 mi.
Relative:
Higher
Actual:
4234 ft.

1/4-1/2 SALT LAKE CITY, UT 84101
NNE UT UST770 S WEST TEMPLE N/A
89 UT LUSTSATURN OF SALT LAKE U003149775
33 E HERBERT AVEAddress:
SCOTTS SERVICENTERName:
UST:
USTProject Manager:
SALT LAKE CITY, UT 84111Owner City,St,Zip:
84111Owner Zip:
UTOwner State:
SALT LAKE CITYOwner City:
33 E HERBERT AVEOwner Address:
SCOTT M ANGUSOwner Name:
04/11/2005Notification Date:
04/11/2005Closed Date:
LYNRelease Id:
4002363Facility ID:
SALT LAKE CITY, UT 84111City,State,Zip:
33 E HERBERT AVEAddress:
SCOTTS SERVICENTERName:
LUST:
2279 ft.
0.432 mi.
Relative:
Higher
Actual:
4236 ft.

1/4-1/2 SALT LAKE CITY, UT 84111
East UT UST33 E HERBERT AVE N/A
90 UT LUSTSCOTTS SERVICENTER U003991529
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 131
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
1Closed Tanks:
1Total Tanks:
[phone]Owner Phone:
SALT LAKE CITY, UT 84111Owner City,St,Zip:
33 E HERBERT AVEOwner Address:
SCOTT M ANGUSOwner Name:
4002363Facility ID:
SALT LAKE CITY, UT 84111City,State,Zip:
SCOTTS SERVICENTER (Continued) U003991529
4Closed Tanks:
4Total Tanks:
SALT LAKE CITY, UT 84119Owner City,St,Zip:
C\\O S-PM INC 1515 W 2200 S STE-E-1Owner Address:
CAMINO 13 ASSOCIATESOwner Name:
4000128Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
1260 S 500 WAddress:
ROLLINS LEASING CORP. #133Name:
UST:
[Doug Hansen]Project Manager:
SALT LAKE CITY, UT 84119Owner City,St,Zip:
84119Owner Zip:
UTOwner State:
SALT LAKE CITYOwner City:
C\\O S-PM INC 1515 W 2200 S STE-E-1Owner Address:
CAMINO 13 ASSOCIATESOwner Name:
06/20/1996Notification Date:
07/22/1997Closed Date:
JOKRelease Id:
4000128Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
1260 S 500 WAddress:
ROLLINS LEASING CORP. #133Name:
LUST:
2289 ft.
0.434 mi.
Relative:
Lower
Actual:
4228 ft.

1/4-1/2 SALT LAKE CITY, UT 84101
SW UT UST1260 S 500 W N/A
91 UT LUSTROLLINS LEASING CORP. #133 U003229674
06/18/1991Notification Date:
07/03/1995Closed Date:
GWTRelease Id:
4000799Facility ID:
SALT LAKE CITY, UT 84115City,State,Zip:
1365 S 400 WAddress:
RICK WARNER FORD TRUCKLANDName:
LUST:
2296 ft.
0.435 mi.
Relative:
Lower
Actual:
4228 ft.

1/4-1/2 SALT LAKE CITY, UT 84115
SSW UT UST1365 S 400 W N/A
92 UT LUSTRICK WARNER FORD TRUCKLAND U003150258
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 132
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
23Closed Tanks:
23Total Tanks:
[phone]Owner Phone:
BENTONVILLE, AR 72716Owner City,St,Zip:
2101 SE SIMPLE SAVINGS DROwner Address:
WALMART INC.Owner Name:
4000799Facility ID:
SALT LAKE CITY, UT 84115City,State,Zip:
1365 S 400 WAddress:
RICK WARNER FORD TRUCKLANDName:
UST:
Morgan AtkinsonProject Manager:
BENTONVILLE, AR 72716Owner City,St,Zip:
72716Owner Zip:
AROwner State:
BENTONVILLEOwner City:
2101 SE SIMPLE SAVINGS DROwner Address:
WALMART INC.Owner Name:
07/12/2004Notification Date:
08/03/2004Closed Date:
LWKRelease Id:
4000799Facility ID:
SALT LAKE CITY, UT 84115City,State,Zip:
1365 S 400 WAddress:
RICK WARNER FORD TRUCKLANDName:
[Robin Jenkins]Project Manager:
BENTONVILLE, AR 72716Owner City,St,Zip:
72716Owner Zip:
AROwner State:
BENTONVILLEOwner City:
2101 SE SIMPLE SAVINGS DROwner Address:
WALMART INC.Owner Name:
RICK WARNER FORD TRUCKLAND (Continued) U003150258
Morgan AtkinsonProject Manager:
SALT LAKE CITY, UT 84103Owner City,St,Zip:
84103Owner Zip:
UTOwner State:
SALT LAKE CITYOwner City:
55 E HARVARD AVEOwner Address:
CALVARY BAPTIST CHURCHOwner Name:
08/22/2001Notification Date:
02/15/2002Closed Date:
LKZRelease Id:
4002301Facility ID:
SALT LAKE CITY, UT 84102City,State,Zip:
55 E HARVARD AVE (1110 S)Address:
CALVARY BAPTIST CHURCHName:
LUST:
2342 ft. Site 2 of 2 in cluster U
0.444 mi.
Relative:
Higher
Actual:
4238 ft.

1/4-1/2 SALT LAKE CITY, UT 84102
ESE UT UST55 E HARVARD AVE (1110 S) N/A
U93 UT LUSTCALVARY BAPTIST CHURCH U003800283
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 133
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
2Closed Tanks:
2Total Tanks:
SALT LAKE CITY, UT 84103Owner City,St,Zip:
55 E HARVARD AVEOwner Address:
CALVARY BAPTIST CHURCHOwner Name:
4002301Facility ID:
SALT LAKE CITY, UT 84102City,State,Zip:
55 E HARVARD AVE (1110 S)Address:
CALVARY BAPTIST CHURCHName:
UST:
CALVARY BAPTIST CHURCH (Continued) U003800283
Self-insuranceMechanism:
TrueFederal Regulated Tank:
4000422Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
1270 S MAIN STAddress:
MAVERIK #332Name:
Financial Assurance 2:
0Closed Tanks:
3Total Tanks:
[phone]Owner Phone:
SALT LAKE CITY, UT 84111Owner City,St,Zip:
185 S. STATE ST. STE 800Owner Address:
MAVERIK, INC.Owner Name:
4000422Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
1270 S MAIN STAddress:
MAVERIK #332Name:
UST:
[Robin Davis]Project Manager:
SALT LAKE CITY, UT 84111Owner City,St,Zip:
84111Owner Zip:
UTOwner State:
SALT LAKE CITYOwner City:
185 S. STATE ST. STE 800Owner Address:
MAVERIK, INC.Owner Name:
12/28/1998Notification Date:
12/14/2009Closed Date:
KUJRelease Id:
4000422Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
1270 S MAIN STAddress:
MAVERIK #332Name:
LUST:
2367 ft. Site 1 of 2 in cluster V
0.448 mi.
Relative:
Higher
Actual:
4237 ft.

1/4-1/2 UT Financial AssuranceSALT LAKE CITY, UT 84101
SE UT UST1270 S MAIN ST N/A
V94 UT LUSTMAVERIK #332 U003149790
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 134
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
St PerfCurrent Action Lead:
NQual:
1984-12-01 05:00:00Finish Date:
1SEQ:
PAAction Name:
PAAction Code:
00OU:
NFF:
NNPL:
GALIGHER ASH CO.Site Name:
UTD056090277EPA ID:
0800628Site ID:
08Region:
EPA PerfCurrent Action Lead:
1981-04-01 05:00:00Finish Date:
1981-04-01 05:00:00Start Date:
1SEQ:
DISCVRYAction Name:
DSAction Code:
00OU:
NFF:
NNPL:
GALIGHER ASH CO.Site Name:
UTD056090277EPA ID:
0800628Site ID:
08Region:
EPA Perf In-HseCurrent Action Lead:
1984-12-01 05:00:00Finish Date:
1SEQ:
ARCH SITEAction Name:
VSAction Code:
00OU:
NFF:
NNPL:
GALIGHER ASH CO.Site Name:
UTD056090277EPA ID:
0800628Site ID:
08Region:
SEMS Archive Detail:
NFRAP-Site does not qualify for the NPL based on existing informationNon NPL Status:
Not on the NPLNPL:
NFF:
49035FIPS Code:
02Cong District:
SALT LAKE CITY, UT 84110City,State,Zip:
800 S 440 WESTAddress:
GALIGHER ASH CO.Name:
UTD056090277EPA ID:
0800628Site ID:
SEMS Archive:
2382 ft.
0.451 mi.
Relative:
Lower
Actual:
4231 ft.

1/4-1/2 SALT LAKE CITY, UT 84110
NW RCRA-SQG800 S 440 WEST UTD056090277
95 SEMS-ARCHIVEGALIGHER ASH CO.1015737038
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 135
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
NoUsed oil fuel burner:
NoFurnace exemption:
NoOn-site burner exemption:
NoUnderground injection activity:
NoTreater, storer or disposer of HW:
NoTransporter of hazardous waste:
NoRecycler of hazardous waste:
NoU.S. importer of hazardous waste:
Handler Activities Summary:
2019-07-01 00:00:00.Owner/Op start date:
OwnerOwner/Operator Type:
PrivateLegal status:
USOwner/operator country:
HOUSTON, TX 77024
GESSNER ROAD, SUITE 300Owner/operator address:
TRILLIUM FLOW TECHNOLOGIESOwner/operator name:
OwnerOwner/Operator Type:
PrivateLegal status:
USOwner/operator country:
SALT LAKE CITY, UT 84110
800 SOUTHOwner/operator address:
WEIR GROUP PCLOwner/operator name:
2019-07-01 00:00:00.Owner/Op start date:
OperatorOwner/Operator Type:
PrivateLegal status:
USOwner/operator country:
SALT LAKE CITY, UT 84110
800 SOUTHOwner/operator address:
TRILLIUM PUMPS USA SLC LLCOwner/operator name:
Owner/Operator Summary:
hazardous waste at any time
waste during any calendar month, and accumulates more than 1000 kg of
hazardous waste at any time; or generates 100 kg or less of hazardous
waste during any calendar month and accumulates less than 6000 kg of
Handler: generates more than 100 and less than 1000 kg of hazardousDescription:
Small Small Quantity GeneratorClassification:
PrivateLand type:
08EPA Region:
[e-mail] email:
801-530-7935Contact telephone:
USContact country:
SALT LAKE CITY, UT 84110
800 SOUTHContact address:
SPENCER JOHNSONContact:
SALT LAKE CITY, UT 84110
800 SOUTHMailing address:
UTD056090277EPA ID:
SALT LAKE CITY, UT 84110
440 WEST 800 SOUTHFacility address:
TRILLION PUMPS USA SLC LLCFacility name:
2019-11-04 00:00:00.0Date form received by agency:
RCRA-SQG:
GALIGHER ASH CO. (Continued)1015737038
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 136
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
F001. Waste code:
TRICHLORETHYLENE. Waste name:
D040. Waste code:
TETRACHLOROETHYLENE. Waste name:
D039. Waste code:
METHYL ETHYL KETONE. Waste name:
D035. Waste code:
BENZENE. Waste name:
D018. Waste code:
LEAD. Waste name:
D008. Waste code:
CHROMIUM. Waste name:
D007. Waste code:
CADMIUM. Waste name:
D006. Waste code:
REACTIVE WASTE. Waste name:
D003. Waste code:
CORROSIVE WASTE. Waste name:
D002. Waste code:
IGNITABLE WASTE. Waste name:
D001. Waste code:
Not Defined. Waste name:
D000. Waste code:
Hazardous Waste Summary:
Large Quantity GeneratorClassification:
BGA INTERNATIONALSite name:
1990-02-09 00:00:00.0Date form received by agency:
Small Quantity GeneratorClassification:
WEIR SPECIALTY PUMPSSite name:
1994-12-21 00:00:00.0Date form received by agency:
Small Quantity GeneratorClassification:
WEIR SPECIALTY PUMPSSite name:
2001-06-07 00:00:00.0Date form received by agency:
Historical Generators:
NoUsed oil transporter:
NoUsed oil transfer facility:
NoUsed oil Specification marketer:
NoUsed oil fuel marketer to burner:
NoUser oil refiner:
NoUsed oil processor:
GALIGHER ASH CO. (Continued)1015737038
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 137
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
Generators - GeneralArea of violation:
COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation:
1988-12-15 00:00:00.0Evaluation date:
StateEvaluation lead agency:
COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation:
2008-01-16 00:00:00.0Evaluation date:
StateEvaluation lead agency:
COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation:
2014-08-27 00:00:00.0Evaluation date:
Evaluation Action Summary:
StateViolation lead agency:
1989-03-24 00:00:00.0Date achieved compliance:
1988-12-15 00:00:00.0Date violation determined:
Generators - GeneralArea of violation:
State Enforcement lead agency:
1989-02-22 00:00:00.0 Enforcement action date:
WRITTEN INFORMAL Enforcement action:
StateViolation lead agency:
1989-03-24 00:00:00.0Date achieved compliance:
1988-12-15 00:00:00.0Date violation determined:
Generators - GeneralArea of violation:
Facility Has Received Notices of Violations:
THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES.
LISTED IN F001, F002, OR F004; AND STILL BOTTOMS FROM THE RECOVERY OF
ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS OR THOSE SOLVENTS
CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF
2-ETHOXYETHANOL, AND 2-NITROPROPANE; ALL SPENT SOLVENT MIXTURES/BLENDS
KETONE, CARBON DISULFIDE, ISOBUTANOL, PYRIDINE, BENZENE,
THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: TOLUENE, METHYL ETHYL. Waste name:
F005. Waste code:
MIXTURES.
BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT
MORE OF THOSE SOLVENTS LISTED IN F001, F002, F004, AND F005; AND STILL
SOLVENTS, AND A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR
CONTAINING, BEFORE USE, ONE OR MORE OF THE ABOVE NONHALOGENATED
NONHALOGENATED SOLVENTS; AND ALL SPENT SOLVENT MIXTURES/BLENDS
MIXTURES/BLENDS CONTAINING, BEFORE USE, ONLY THE ABOVE SPENT
ALCOHOL, CYCLOHEXANONE, AND METHANOL; ALL SPENT SOLVENT
ACETATE, ETHYL BENZENE, ETHYL ETHER, METHYL ISOBUTYL KETONE, N-BUTYL
THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: XYLENE, ACETONE, ETHYL. Waste name:
F003. Waste code:
SPENT SOLVENTS AND SPENT SOLVENT MIXTURES.
IN F002, F004, AND F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE
ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED
CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF
FLUOROCARBONS; ALL SPENT SOLVENT MIXTURES/BLENDS USED IN DEGREASING
1,1,1-TRICHLOROETHANE, CARBON TETRACHLORIDE AND CHLORINATED
TETRACHLOROETHYLENE, TRICHLORETHYLENE, METHYLENE CHLORIDE,
THE FOLLOWING SPENT HALOGENATED SOLVENTS USED IN DEGREASING:. Waste name:
GALIGHER ASH CO. (Continued)1015737038
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 138
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
StateEvaluation lead agency:
1989-03-24 00:00:00.0Date achieved compliance:
GALIGHER ASH CO. (Continued)1015737038
1Closed Tanks:
1Total Tanks:
[phone]Owner Phone:
SALT LAKE CITY, UT 84104Owner City,St,Zip:
1990 W 500 SOwner Address:
SALT LAKE CITY FLEET MANAGEMENTOwner Name:
4000857Facility ID:
SALT LAKE CITY, UT 84116City,State,Zip:
15 W 1300 SAddress:
S.L.C. FIRE DEPT. STATION #8Name:
UST:
[Shelly Quick]Project Manager:
SALT LAKE CITY, UT 84104Owner City,St,Zip:
84104Owner Zip:
UTOwner State:
SALT LAKE CITYOwner City:
1990 W 500 SOwner Address:
SALT LAKE CITY FLEET MANAGEMENTOwner Name:
06/29/1990Notification Date:
10/04/1990Closed Date:
FWPRelease Id:
4000857Facility ID:
SALT LAKE CITY, UT 84116City,State,Zip:
15 W 1300 SAddress:
S.L.C. FIRE DEPT. STATION #8Name:
LUST:
2410 ft. Site 2 of 2 in cluster V
0.456 mi.
Relative:
Higher
Actual:
4237 ft.

1/4-1/2 SALT LAKE CITY, UT 84116
SE UT UST15 W 1300 S N/A
V96 UT LUSTS.L.C. FIRE DEPT. STATION #8 U003150404
[e-mail] email:
801-578-1052Contact telephone:
USContact country:
SALT LAKE CITY, UT 84101
WEST TEMPLEContact address:
BRIAN LAWRENCEContact:
SALT LAKE CITY, UT 84101
WEST TEMPLEMailing address:
UT0000228460EPA ID:
SALT LAKE CITY, UT 84101
730 SOUTH WEST TEMPLEFacility address:
MARK MILLER TOYOTAFacility name:
2008-10-13 00:00:00.0Date form received by agency:
RCRA-VSQG:
2473 ft.
0.468 mi.
Relative:
Higher
Actual:
4234 ft.

1/4-1/2 UT USTSALT LAKE CITY, UT 84101
NNE UT LUST730 SOUTH WEST TEMPLE UT0000228460
97 RCRA-VSQGMARK MILLER TOYOTA 1000891599
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 139
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
NoUser oil refiner:
NoUsed oil processor:
NoUsed oil fuel burner:
NoFurnace exemption:
NoOn-site burner exemption:
NoUnderground injection activity:
NoTreater, storer or disposer of HW:
NoTransporter of hazardous waste:
NoRecycler of hazardous waste:
NoMixed waste (haz. and radioactive):
NoU.S. importer of hazardous waste:
Handler Activities Summary:
2008-07-03 00:00:00.Owner/Op start date:
OperatorOwner/Operator Type:
PrivateLegal status:
801-578-1052Owner/operator telephone:
USOwner/operator country:
SALT LAKE CITY, UT 84101
WEST TEMPLEOwner/operator address:
MARK MILLEROwner/operator name:
2008-07-03 00:00:00.Owner/Op start date:
OwnerOwner/Operator Type:
PrivateLegal status:
801-578-1052Owner/operator telephone:
USOwner/operator country:
SALT LAKE CITY, UT 84101
WEST TEMPLEOwner/operator address:
MARK MILLEROwner/operator name:
OwnerOwner/Operator Type:
PrivateLegal status:
801-578-1052Owner/operator telephone:
SALT LAKE CITY, UT 84101
730 SOUTH WESTOwner/operator address:
RICK WARNER FORDOwner/operator name:
Owner/Operator Summary:
hazardous waste
the cleanup of a spill, into or on any land or water, of acutely
any residue or contaminated soil, waste or other debris resulting from
time: 1 kg or less of acutely hazardous waste; or 100 kg or less of
hazardous waste during any calendar month, and accumulates at any
from the cleanup of a spill, into or on any land or water, of acutely
of any residue or contaminated soil, waste or other debris resulting
land or water, of acutely hazardous waste; or generates 100 kg or less
other debris resulting from the cleanup of a spill, into or on any
waste; or 100 kg or less of any residue or contaminated soil, waste or
month, and accumulates at any time: 1 kg or less of acutely hazardous
or generates 1 kg or less of acutely hazardous waste per calendar
month, and accumulates 1000 kg or less of hazardous waste at any time;
Handler: generates 100 kg or less of hazardous waste per calendarDescription:
Conditionally Exempt Small Quantity GeneratorClassification:
PrivateLand type:
08EPA Region:
MARK MILLER TOYOTA (Continued) 1000891599
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 140
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
4001733Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
730 S WEST TEMPLEAddress:
RICK WARNER FORDName:
LUST:
StateEvaluation lead agency:
FOCUSED COMPLIANCE INSPECTIONEvaluation:
1997-05-20 00:00:00.0Evaluation date:
Evaluation Action Summary:
No violations foundViolation Status:
THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES.
LISTED IN F001, F002, OR F004; AND STILL BOTTOMS FROM THE RECOVERY OF
ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS OR THOSE SOLVENTS
CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF
2-ETHOXYETHANOL, AND 2-NITROPROPANE; ALL SPENT SOLVENT MIXTURES/BLENDS
KETONE, CARBON DISULFIDE, ISOBUTANOL, PYRIDINE, BENZENE,
THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: TOLUENE, METHYL ETHYL. Waste name:
F005. Waste code:
MIXTURES.
BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT
MORE OF THOSE SOLVENTS LISTED IN F001, F002, F004, AND F005; AND STILL
SOLVENTS, AND A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR
CONTAINING, BEFORE USE, ONE OR MORE OF THE ABOVE NONHALOGENATED
NONHALOGENATED SOLVENTS; AND ALL SPENT SOLVENT MIXTURES/BLENDS
MIXTURES/BLENDS CONTAINING, BEFORE USE, ONLY THE ABOVE SPENT
ALCOHOL, CYCLOHEXANONE, AND METHANOL; ALL SPENT SOLVENT
ACETATE, ETHYL BENZENE, ETHYL ETHER, METHYL ISOBUTYL KETONE, N-BUTYL
THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: XYLENE, ACETONE, ETHYL. Waste name:
F003. Waste code:
IGNITABLE WASTE. Waste name:
D001. Waste code:
Hazardous Waste Summary:
Small Quantity GeneratorClassification:
RICK WARNER FORDSite name:
1994-03-22 00:00:00.0Date form received by agency:
Not a generator, verifiedClassification:
RICK WARNER FORDSite name:
2006-03-27 00:00:00.0Date form received by agency:
Not a generator, verifiedClassification:
RICK WARNER FORDSite name:
2007-03-23 00:00:00.0Date form received by agency:
Historical Generators:
NoUsed oil transporter:
NoUsed oil transfer facility:
NoUsed oil Specification marketer:
NoUsed oil fuel marketer to burner:
MARK MILLER TOYOTA (Continued) 1000891599
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 141
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
1Closed Tanks:
1Total Tanks:
[phone]Owner Phone:
SANDY, UT 84070Owner City,St,Zip:
10986 S STATEOwner Address:
LARRY H MILLER CORP SOUTHTOWNE INCOwner Name:
4001733Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
730 S WEST TEMPLEAddress:
RICK WARNER FORDName:
UST:
Hong-Lei TaoProject Manager:
SANDY, UT 84070Owner City,St,Zip:
84070Owner Zip:
UTOwner State:
SANDYOwner City:
10986 S STATEOwner Address:
LARRY H MILLER CORP SOUTHTOWNE INCOwner Name:
01/24/2002Notification Date:
04/25/2002Closed Date:
LMZRelease Id:
MARK MILLER TOYOTA (Continued) 1000891599
7Closed Tanks:
7Total Tanks:
[phone]Owner Phone:
SALT LAKE CITY, UT 84111Owner City,St,Zip:
242 S 200 EOwner Address:
GORDON F CROFTSOwner Name:
4001420Facility ID:
SALT LAKE CITY, UT 84111City,State,Zip:
865 S MAIN STAddress:
COMMERCIAL PROPANEName:
UST:
[DeAnn Rasmussen]Project Manager:
SALT LAKE CITY, UT 84111Owner City,St,Zip:
84111Owner Zip:
UTOwner State:
SALT LAKE CITYOwner City:
242 S 200 EOwner Address:
GORDON F CROFTSOwner Name:
08/30/1996Notification Date:
10/21/1996Closed Date:
JTCRelease Id:
4001420Facility ID:
SALT LAKE CITY, UT 84111City,State,Zip:
865 S MAIN STAddress:
COMMERCIAL PROPANEName:
LUST:
2486 ft. Site 1 of 3 in cluster W
0.471 mi.
Relative:
Higher
Actual:
4237 ft.

1/4-1/2 SALT LAKE CITY, UT 84111
ENE UT UST865 S MAIN ST N/A
W98 UT LUSTCOMMERCIAL PROPANE U003150131
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 142
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
SALT LAKE CITY, UT 84101
SOUTH WEST TEMPLEMailing address:
UTD982648396EPA ID:
SALT LAKE CITY, UT 84101
777 SOUTH WEST TEMPLEFacility address:
RICK WARNER CHRYSLER PLYMOUTHFacility name:
2009-04-08 00:00:00.0Date form received by agency:
RCRA NonGen / NLR:
3Closed Tanks:
3Total Tanks:
[phone]Owner Phone:
SALT LAKE CITY, UT 84101Owner City,St,Zip:
777 S WEST TEMPLEOwner Address:
RICK WARNER CHRYSLER PLYMOUTHOwner Name:
4000047Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
777 S WEST TEMPLEAddress:
RICK WARNER CHRYSLER PLYMOUTHName:
UST:
Morgan AtkinsonProject Manager:
SALT LAKE CITY, UT 84101Owner City,St,Zip:
84101Owner Zip:
UTOwner State:
SALT LAKE CITYOwner City:
777 S WEST TEMPLEOwner Address:
RICK WARNER CHRYSLER PLYMOUTHOwner Name:
01/11/1999Notification Date:
03/05/1999Closed Date:
KVFRelease Id:
4000047Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
777 S WEST TEMPLEAddress:
RICK WARNER CHRYSLER PLYMOUTHName:
[Robert Grandy]Project Manager:
SALT LAKE CITY, UT 84101Owner City,St,Zip:
84101Owner Zip:
UTOwner State:
SALT LAKE CITYOwner City:
777 S WEST TEMPLEOwner Address:
RICK WARNER CHRYSLER PLYMOUTHOwner Name:
08/08/1994Notification Date:
05/09/1995Closed Date:
IQXRelease Id:
4000047Facility ID:
SALT LAKE CITY, UT 84101City,State,Zip:
777 S WEST TEMPLEAddress:
RICK WARNER CHRYSLER PLYMOUTHName:
LUST:
CA HAZNET
2598 ft.ECHO
0.492 mi.FINDS
Relative:
Higher
Actual:
4236 ft.

1/4-1/2 RCRA NonGen / NLRSALT LAKE CITY, UT 84104
NE UT UST777 WEST SOUTH TEMPLE UTD982648396
99 UT LUSTPROGRESSIVE PLATING INC.1000267447
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 143
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
F005. Waste code:
MIXTURES.
BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT
MORE OF THOSE SOLVENTS LISTED IN F001, F002, F004, AND F005; AND STILL
SOLVENTS, AND A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR
CONTAINING, BEFORE USE, ONE OR MORE OF THE ABOVE NONHALOGENATED
NONHALOGENATED SOLVENTS; AND ALL SPENT SOLVENT MIXTURES/BLENDS
MIXTURES/BLENDS CONTAINING, BEFORE USE, ONLY THE ABOVE SPENT
ALCOHOL, CYCLOHEXANONE, AND METHANOL; ALL SPENT SOLVENT
ACETATE, ETHYL BENZENE, ETHYL ETHER, METHYL ISOBUTYL KETONE, N-BUTYL
THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: XYLENE, ACETONE, ETHYL. Waste name:
F003. Waste code:
Hazardous Waste Summary:
Small Quantity GeneratorClassification:
RICK WARNER CHRYSLER PLYMOUTHSite name:
1988-08-09 00:00:00.0Date form received by agency:
Historical Generators:
NoUsed oil transporter:
NoUsed oil transfer facility:
NoUsed oil Specification marketer:
NoUsed oil fuel marketer to burner:
NoUser oil refiner:
NoUsed oil processor:
NoUsed oil fuel burner:
NoFurnace exemption:
NoOn-site burner exemption:
NoUnderground injection activity:
NoTreater, storer or disposer of HW:
NoTransporter of hazardous waste:
NoRecycler of hazardous waste:
NoMixed waste (haz. and radioactive):
NoU.S. importer of hazardous waste:
Handler Activities Summary:
OwnerOwner/Operator Type:
PrivateLegal status:
999-999-9999Owner/operator telephone:
DATA NOT REQUESTED, UT 99999
DATA NOT REQUESTEDOwner/operator address:
RICK WARNEROwner/operator name:
Owner/Operator Summary:
Handler: Non-Generators do not presently generate hazardous wasteDescription:
Non-GeneratorClassification:
Facility is not located on Indian land. Additional information is not known.Land type:
08EPA Region:
801-328-4931Contact telephone:
USContact country:
SALT LAKE CITY, UT 84101
777 SOUTH WEST TEMPLEContact address:
CHRIS AULTContact:
PROGRESSIVE PLATING INC. (Continued) 1000267447
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 144
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
741 - Liquids with halogenated organic compounds >= 1,000 Mg./LCA Waste Code:
CAT000613893TSD EPA ID:
UTD982648396Gepaid:
1994Year:
0.175Tons:
H01 - Transfer StationDisposal Method:
741 - Liquids with halogenated organic compounds >= 1,000 Mg./LCA Waste Code:
CAT000613893TSD EPA ID:
UTD982648396Gepaid:
1995Year:
777 S WEST TEMPLEMailing Address:
8013284931Telephone:
BRADLEY J EICHERSContact:
SALT LAKE CITY, UT 841010000City,State,Zip:
777 SOUTH WEST TEMPLEAddress:
RICK WARNER CHRYSLER PLYMOUTHName:
HAZNET:
SALT LAKE CITY, UT 84104City,State,Zip:
777 WEST SOUTH TEMPLEAddress:
PROGRESSIVE PLATING INC.Name:
http://echo.epa.gov/detailed-facility-report?fid=110005211154DFR URL:
110005211154Registry ID:
1000267447Envid:
ECHO:
additional FINDS: detail in the EDR Site Report.
Click this hyperlink while viewing on your computer to access
corrective action activities required under RCRA.
program staff to track the notification, permit, compliance, and
and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA
events and activities related to facilities that generate, transport,
Conservation and Recovery Act (RCRA) program through the tracking of
RCRAInfo is a national information system that supports the Resource
Environmental Interest/Information System:
registry_id=110005211154
http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_Facility URL:
110005211154Registry ID:
FINDS:
StateEvaluation lead agency:
COMPLIANCE ASSISTANCE VISITEvaluation:
2009-03-31 00:00:00.0Evaluation date:
Evaluation Action Summary:
No violations foundViolation Status:
THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES.
LISTED IN F001, F002, OR F004; AND STILL BOTTOMS FROM THE RECOVERY OF
ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS OR THOSE SOLVENTS
CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF
2-ETHOXYETHANOL, AND 2-NITROPROPANE; ALL SPENT SOLVENT MIXTURES/BLENDS
KETONE, CARBON DISULFIDE, ISOBUTANOL, PYRIDINE, BENZENE,
THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: TOLUENE, METHYL ETHYL. Waste name:
PROGRESSIVE PLATING INC. (Continued) 1000267447
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 145
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
ILD984908202Trans 2 EPA ID:
ILD984908202Trans EPA ID:
93539231Manifest ID:
19940413Receipt Date:
3/25/1996 0:00:00Creation Date:
19940408Shipment Date:
GQuantity Unit:
12Waste Quantity:
0.05Quantity Tons:
H01 - Transfer StationDisposal Method:
D006RCRA Code:
741 - Liquids with halogenated organic compounds > 1000 mg/lCA Waste Code:
CAT000613893TSDF EPA ID:
ILD984908202Trans 2 EPA ID:
ILD984908202Trans EPA ID:
93539340Manifest ID:
19940727Receipt Date:
10/16/1995 0:00:00Creation Date:
19940718Shipment Date:
GQuantity Unit:
12Waste Quantity:
0.05Quantity Tons:
H01 - Transfer StationDisposal Method:
D006RCRA Code:
741 - Liquids with halogenated organic compounds > 1000 mg/lCA Waste Code:
CAT000613893TSDF Alt EPA ID:
CAT000613893TSDF EPA ID:
ILD984908202Trans 2 EPA ID:
ILD984908202Trans EPA ID:
95059771Manifest ID:
19940928Receipt Date:
3/26/1996 0:00:00Creation Date:
19940919Shipment Date:
GQuantity Unit:
12Waste Quantity:
0.05Quantity Tons:
H01 - Transfer StationDisposal Method:
D006RCRA Code:
741 - Liquids with halogenated organic compounds > 1000 mg/lCA Waste Code:
CAT000613893TSDF EPA ID:
ILD984908202Trans 2 EPA ID:
ILD984908202Trans EPA ID:
93764821Manifest ID:
19941123Receipt Date:
10/19/1995 0:00:00Creation Date:
19941116Shipment Date:
UTD982648396Gen EPA ID:
1994Year:
Additional Info:
0.1917Tons:
H01 - Transfer StationDisposal Method:
PROGRESSIVE PLATING INC. (Continued) 1000267447
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 146
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
10/23/1995 0:00:00Creation Date:
19950303Shipment Date:
GQuantity Unit:
12Waste Quantity:
0.05Quantity Tons:
H01 - Transfer StationDisposal Method:
D006RCRA Code:
741 - Liquids with halogenated organic compounds > 1000 mg/lCA Waste Code:
CAT000613893TSDF EPA ID:
ILD984908202Trans 2 EPA ID:
ILD984908202Trans EPA ID:
95508648Manifest ID:
19950428Receipt Date:
10/23/1995 0:00:00Creation Date:
19950424Shipment Date:
GQuantity Unit:
5Waste Quantity:
0.0208Quantity Tons:
H01 - Transfer StationDisposal Method:
D006RCRA Code:
741 - Liquids with halogenated organic compounds > 1000 mg/lCA Waste Code:
CAT000613893TSDF EPA ID:
ILD984908202Trans 2 EPA ID:
ILD984908202Trans EPA ID:
93680788Manifest ID:
19950510Receipt Date:
10/24/1995 0:00:00Creation Date:
19950504Shipment Date:
GQuantity Unit:
5Waste Quantity:
0.0208Quantity Tons:
H01 - Transfer StationDisposal Method:
D006RCRA Code:
741 - Liquids with halogenated organic compounds > 1000 mg/lCA Waste Code:
CAT000613893TSDF EPA ID:
ILD984908202Trans 2 EPA ID:
ILD984908202Trans EPA ID:
95428602Manifest ID:
19950628Receipt Date:
10/24/1995 0:00:00Creation Date:
19950619Shipment Date:
UTD982648396Gen EPA ID:
1995Year:
Additional Info:
GQuantity Unit:
10Waste Quantity:
0.0417Quantity Tons:
H01 - Transfer StationDisposal Method:
D006RCRA Code:
741 - Liquids with halogenated organic compounds > 1000 mg/lCA Waste Code:
CAT000613893TSDF Alt EPA ID:
CAT000613893TSDF EPA ID:
PROGRESSIVE PLATING INC. (Continued) 1000267447
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 147
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
GQuantity Unit:
10Waste Quantity:
0.0417Quantity Tons:
H01 - Transfer StationDisposal Method:
D006RCRA Code:
741 - Liquids with halogenated organic compounds > 1000 mg/lCA Waste Code:
CAT000613893TSDF EPA ID:
ILD984908202Trans 2 EPA ID:
ILD984908202Trans EPA ID:
95096999Manifest ID:
19950118Receipt Date:
10/19/1995 0:00:00Creation Date:
19950111Shipment Date:
GQuantity Unit:
10Waste Quantity:
0.0417Quantity Tons:
H01 - Transfer StationDisposal Method:
D006RCRA Code:
741 - Liquids with halogenated organic compounds > 1000 mg/lCA Waste Code:
CAT000613893TSDF EPA ID:
ILD984908202Trans 2 EPA ID:
ILD984908202Trans EPA ID:
93768696Manifest ID:
19950309Receipt Date:
PROGRESSIVE PLATING INC. (Continued) 1000267447
1Total Tanks:
[phone]Owner Phone:
SALT LAKE CITY, UT 84111Owner City,St,Zip:
845 S MAINOwner Address:
LELIS AUTOMATIC TRANSMISSIONOwner Name:
4001719Facility ID:
SALT LAKE CITY, UT 84111City,State,Zip:
845 S MAINAddress:
LELIS TRANSMISSIONSName:
UST:
Avery HolyoakProject Manager:
SALT LAKE CITY, UT 84111Owner City,St,Zip:
84111Owner Zip:
UTOwner State:
SALT LAKE CITYOwner City:
845 S MAINOwner Address:
LELIS AUTOMATIC TRANSMISSIONOwner Name:
05/14/1991Notification Date:
GTSRelease Id:
4001719Facility ID:
SALT LAKE CITY, UT 84111City,State,Zip:
845 S MAINAddress:
LELIS TRANSMISSIONSName:
LUST:
2625 ft. Site 2 of 3 in cluster W
0.497 mi.
Relative:
Higher
Actual:
4237 ft.

1/4-1/2 SALT LAKE CITY, UT 84111
ENE UT UST845 S MAIN N/A
W100 UT LUSTLELIS TRANSMISSIONS U003150168
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 148
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
1Closed Tanks:
LELIS TRANSMISSIONS (Continued) U003150168
-IC in place:
-IC in place date:
-IC Cat. Enforcement Permit Tools:
-IC Cat. Gov. Controls:
-IC Cat. Info. Devices:
-IC Category Proprietary Controls:
UInstitutional Controls Required:
YPhoto Available:
NVideo Available:
YCleanup Required:
NDid Owner Change:
-Current Owner:
25-Jul-19Completion Date:
PrivateOwnership Entity:
4-Feb-19Start Date:
96835701Cooperative Agreement Number:
YAccomplishment Count:
Phase I Environmental AssessmentAccomplishment Type:
PetroleumGrant Type:
-Cleanup Funding Entity:
US EPA - Brownfields Assessment Cooperative AgreementAssessment Funding Entity:
-Redevelopment Start Date:
-Redev. Funding Entity Name:
-Redev. Funding Source:
-Redevelopment Funding:
EPAAssessment Funding Source:
3000Assessment Funding:
-Cleanup Funding Source:
-Cleanup Funding:
-Acres Cleaned Up:
-Completed Date:
-Redev Completition Date:
-Start Date:
-IC Data Access:
241259Acres Property ID:
-Datum:
-Highlights:
-Point of Reference:
-Map Scale:
-HCM Label:
-111.8910166Longitude:
40.75082648Latitude:
0.31Parcel size:
1607151010Property Number:
AssessmentGrant Type:
Salt Lake CountyRecipient Name:
SALT LAKE CITY, UT 84111City,State,Zip:
845 SOUTH MAIN STREETAddress:
LELIS TRANSMISSIONName:
US BROWNFIELDS:
2625 ft. Site 3 of 3 in cluster W
0.497 mi.
Relative:
Higher
Actual:
4237 ft.

1/4-1/2 SALT LAKE CITY, UT 84111
ENE 845 SOUTH MAIN STREET N/A
W101 US BROWNFIELDSLELIS TRANSMISSION 1026006884
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 149
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
-SVOCs cleaned up:
-Selenium cleaned up:
-Pesticides cleaned up:
-No clean up:
-Nickel Cleaned Up:
-mercury cleaned up:
-Iron cleaned up:
-Copper cleaned up:
-Chromium cleaned up:
-Cadmium cleaned up:
-Arsenic cleaned up:
-Superfund Fed. landowner flag:
-Future use industrial acreage:
-Future use commercial acreage:
-Future use residential acreage:
-Future use greenspace acreage:
-Past use industrial acreage:
-Past use commercial acreage:
-Surface Water:
-Past use residential acreage:
-Past use greenspace acreage:
-Num. of cleanup and re-dev. jobs:
-Cleanup other description:
-VOCs cleaned:
YVOCs found:
-Surface water cleaned:
-Soil cleaned up:
YSoil affected:
-Sediments cleaned:
-Sediments found:
-Petro products cleaned:
YPetro products found:
-PCBs cleaned up:
-PCBs found:
-PAHs cleaned up:
-PAHs found:
-Other contams found description:
-Other contaminants found:
-Other metals cleaned:
-Other metals found:
-Other cleaned up:
-Unknown media affected:
-No media affected:
-Lead cleaned up:
YLead contaminant found:
-Groundwater cleaned:
YGroundwater affected:
-Drinking water cleaned:
-Drinking water affected:
-Controled substance cleaned:
-Controled substance found:
-Asbestos cleaned:
-Asbestos found:
-Air cleaned:
-State/tribal NFA date:
-State/tribal program ID:
-State/tribal program date:
LELIS TRANSMISSION (Continued)1026006884
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 150
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
-Redev. Funding Source:
-Redevelopment Funding:
EPAAssessment Funding Source:
42844.43Assessment Funding:
-Cleanup Funding Source:
-Cleanup Funding:
-Acres Cleaned Up:
-Completed Date:
-Redev Completition Date:
-Start Date:
-IC Data Access:
241259Acres Property ID:
-Datum:
-Highlights:
-Point of Reference:
-Map Scale:
-HCM Label:
-111.8910166Longitude:
40.75082648Latitude:
0.31Parcel size:
1607151010Property Number:
AssessmentGrant Type:
Salt Lake CountyRecipient Name:
SALT LAKE CITY, UT 84111City,State,Zip:
845 SOUTH MAIN STREETAddress:
LELIS TRANSMISSIONName:
-Unemployed Percent:
-Unemployed Number:
-Vacant Housing Percent:
-Vacant Housing Number:
-Meidan Income Percent:
-Meidan Income Number:
-Meidan Income:
-Below Poverty Percent:
-Below Poverty Number:
-Property Description:
-Past Use: Multistory
-Unknown media cleaned up:
-Indoor air media cleaned up:
-Building material media cleaned up:
-Media affected indoor air:
-Media affected Bluiding Material:
-Future Use: Multistory
-Unknown contaminant found:
-SVOCs contaminant found:
-Selenium contaminant found:
-Pesticides contaminant found:
-No contaminant found:
-Nickel contaminant found:
-Mercury contaminant found:
-Iron contaminant found:
-Copper contaminant found:
-Chromium contaminant found:
-Cadmium contaminant found:
-Arsenic contaminant found:
-Unknown clean up:
LELIS TRANSMISSION (Continued)1026006884
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 151
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
-VOCs cleaned:
YVOCs found:
-Surface water cleaned:
-Soil cleaned up:
YSoil affected:
-Sediments cleaned:
-Sediments found:
-Petro products cleaned:
YPetro products found:
-PCBs cleaned up:
-PCBs found:
-PAHs cleaned up:
-PAHs found:
-Other contams found description:
-Other contaminants found:
-Other metals cleaned:
-Other metals found:
-Other cleaned up:
-Unknown media affected:
-No media affected:
-Lead cleaned up:
YLead contaminant found:
-Groundwater cleaned:
YGroundwater affected:
-Drinking water cleaned:
-Drinking water affected:
-Controled substance cleaned:
-Controled substance found:
-Asbestos cleaned:
-Asbestos found:
-Air cleaned:
-State/tribal NFA date:
-State/tribal program ID:
-State/tribal program date:
-IC in place:
-IC in place date:
-IC Cat. Enforcement Permit Tools:
-IC Cat. Gov. Controls:
-IC Cat. Info. Devices:
-IC Category Proprietary Controls:
UInstitutional Controls Required:
YPhoto Available:
NVideo Available:
YCleanup Required:
NDid Owner Change:
-Current Owner:
30-Sep-19Completion Date:
PrivateOwnership Entity:
1-May-19Start Date:
96835701Cooperative Agreement Number:
NAccomplishment Count:
Phase II Environmental AssessmentAccomplishment Type:
PetroleumGrant Type:
-Cleanup Funding Entity:
US EPA - Brownfields Assessment Cooperative AgreementAssessment Funding Entity:
-Redevelopment Start Date:
-Redev. Funding Entity Name:
LELIS TRANSMISSION (Continued)1026006884
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 152
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
-Unemployed Percent:
-Unemployed Number:
-Vacant Housing Percent:
-Vacant Housing Number:
-Meidan Income Percent:
-Meidan Income Number:
-Meidan Income:
-Below Poverty Percent:
-Below Poverty Number:
-Property Description:
-Past Use: Multistory
-Unknown media cleaned up:
-Indoor air media cleaned up:
-Building material media cleaned up:
-Media affected indoor air:
-Media affected Bluiding Material:
-Future Use: Multistory
-Unknown contaminant found:
-SVOCs contaminant found:
-Selenium contaminant found:
-Pesticides contaminant found:
-No contaminant found:
-Nickel contaminant found:
-Mercury contaminant found:
-Iron contaminant found:
-Copper contaminant found:
-Chromium contaminant found:
-Cadmium contaminant found:
-Arsenic contaminant found:
-Unknown clean up:
-SVOCs cleaned up:
-Selenium cleaned up:
-Pesticides cleaned up:
-No clean up:
-Nickel Cleaned Up:
-mercury cleaned up:
-Iron cleaned up:
-Copper cleaned up:
-Chromium cleaned up:
-Cadmium cleaned up:
-Arsenic cleaned up:
-Superfund Fed. landowner flag:
-Future use industrial acreage:
-Future use commercial acreage:
-Future use residential acreage:
-Future use greenspace acreage:
-Past use industrial acreage:
-Past use commercial acreage:
-Surface Water:
-Past use residential acreage:
-Past use greenspace acreage:
-Num. of cleanup and re-dev. jobs:
-Cleanup other description:
LELIS TRANSMISSION (Continued)1026006884
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 153
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
3Closed Tanks:
3Total Tanks:
[phone]Owner Phone:
SALT LAKE CITY, UT 84104Owner City,St,Zip:
520 W 1300 SOwner Address:
FRANK EDWARDS COOwner Name:
4001911Facility ID:
SALT LAKE CITY, UT 84104City,State,Zip:
520 W 1300 SAddress:
FRANK EDWARDS COName:
UST:
Morgan AtkinsonProject Manager:
SALT LAKE CITY, UT 84104Owner City,St,Zip:
84104Owner Zip:
UTOwner State:
SALT LAKE CITYOwner City:
520 W 1300 SOwner Address:
FRANK EDWARDS COOwner Name:
09/16/1993Notification Date:
08/03/2001Closed Date:
HYJRelease Id:
4001911Facility ID:
SALT LAKE CITY, UT 84104City,State,Zip:
520 W 1300 SAddress:
FRANK EDWARDS COName:
LUST:
2635 ft.
0.499 mi.
Relative:
Lower
Actual:
4228 ft.

1/4-1/2 SALT LAKE CITY, UT 84104
SW UT UST520 W 1300 S N/A
102 UT LUSTFRANK EDWARDS CO U003149930
To streamline review, fields that are "Not Reported" are omitted from this report. TC6080985.2s Page 154
ORPHAN SUMMARY
City EDR ID Site Name Site Address Zip Database(s)
Count: 2 records.
SALT LAKE CITY U002264404 DATA PROCESSING CENTER 205 E 200 S (REAR)84111 UT LUST, UT UST, UT Financial
Assurance
SALT LAKE CITY S107596879 NORTH TEMPLE LANDFILL INTERSECTION OF I-80 AND 7200 UT VCP
TC6080985.2s Page 155
UT AIRS Division of Air Quality Department of Environmental Quality 04/07/2020 04/07/2020 04/23/2020
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UT BROWNFIELDS Brownfields Assessment Sites Department of Environmental Quality 06/10/2019 06/11/2019 07/19/2019
UT CDL Methamphetamine Contaminated Properties Listing Salt Lake Valley Health Department 03/02/2020 03/04/2020 05/14/2020
UT DRYCLEANERS Registered Drycleaners Department of Environmental Quality 10/01/2019 10/17/2019 12/30/2019
UT EWA Enforceable Written Assurances Department of Environmental Quality 05/28/2019 06/19/2019 07/23/2019
UT FUDS Formerly Used Defense Sites Utah AGRC 05/28/2019 07/29/2019 10/03/2019
UT Financial Assurance 1 Financial Assurance Information Listing Department of Environmental Quality 01/10/2020 01/10/2020 03/17/2020
UT Financial Assurance 2 Financial Assurance Information Listing Department of Environmental Quality 12/04/2019 12/05/2019 02/11/2020
UT INST CONTROL Sites with Institutional Controls Department of Environmental Quality 01/21/2020 01/23/2020 03/31/2020
UT LAST Leaking Aboveground Storage Tank Sites Department of Environmental Quality 02/10/2020 02/12/2020 02/20/2020
UT LUST Sites with Leaking Underground Storage Tanks Department of Environmental Quality 01/14/2020 01/15/2020 03/18/2020
UT MMRP Military Munitions Response Program Department of Environmental Quality 05/28/2019 06/19/2019 07/23/2019
UT NPDES Permitted Facilities Listing Department of Environmental Quality 12/13/2019 01/02/2020 02/10/2020
UT PFAS PFAS Site Information Listing Department of Environmental Quality 02/13/2020 02/13/2020 03/31/2020
UT RGA LF Recovered Government Archive Solid Waste Facilities List Department of Environmental Quality 07/01/2013 01/16/2014
UT RGA LUST Recovered Government Archive Leaking Underground Storage Tan Department of Environmental Quality 07/01/2013 01/03/2014
UT SHWS This state does not maintain a SHWS list. See the Federal CE Department of Environmental Quality
UT SPILLS Spills Data Department of Environmental Quality 02/24/2020 02/25/2020 04/30/2020
UT SPILLS 90 SPILLS90 data from FirstSearch FirstSearch 07/31/2011 01/03/2013 02/11/2013
UT SWF/LF List of Landfills Department of Environmental Quality 01/10/2020 01/10/2020 03/17/2020
UT TIER 2 Tier 2 Facility Listing Department of Environmental Quality 05/28/2019 06/19/2019 07/23/2019
UT UIC UIC Site Location Listing Department of Natural Resources 02/25/2020 02/26/2020 05/01/2020
UT UOPF Used Oil Permitted Facilities Department of Environmental Quality 05/28/2019 06/19/2019 07/23/2019
UT UST List of Sites with Underground Storage Tanks Department of Environmental Quality 01/14/2020 01/15/2020 03/18/2020
UT VCP Voluntary Cleanup Sites List Department of Environmental Quality 02/06/2020 02/12/2020 04/23/2020
US 2020 COR ACTION 2020 Corrective Action Program List Environmental Protection Agency 09/30/2017 05/08/2018 07/20/2018
US ABANDONED MINES Abandoned Mines Department of Interior 03/05/2020 03/06/2020 05/29/2020
US BRS Biennial Reporting System EPA/NTIS 12/31/2015 02/22/2017 09/28/2017
US COAL ASH DOE Steam-Electric Plant Operation Data Department of Energy 12/31/2018 12/04/2019 01/15/2020
US COAL ASH EPA Coal Combustion Residues Surface Impoundments List Environmental Protection Agency 01/12/2017 03/05/2019 11/11/2019
US CONSENT Superfund (CERCLA) Consent Decrees Department of Justice, Consent Decree Library 12/31/2019 01/17/2020 03/06/2020
US CORRACTS Corrective Action Report EPA 03/23/2020 03/25/2020 05/21/2020
US DEBRIS REGION 9 Torres Martinez Reservation Illegal Dump Site Locations EPA, Region 9 01/12/2009 05/07/2009 09/21/2009
US DOCKET HWC Hazardous Waste Compliance Docket Listing Environmental Protection Agency 05/31/2018 07/26/2018 10/05/2018
US DOD Department of Defense Sites USGS 12/31/2005 11/10/2006 01/11/2007
US DOT OPS Incident and Accident Data Department of Transporation, Office of Pipeli 01/02/2020 01/28/2020 04/17/2020
US Delisted NPL National Priority List Deletions EPA 04/27/2020 05/06/2020 05/28/2020
US ECHO Enforcement & Compliance History Information Environmental Protection Agency 01/05/2020 01/07/2020 03/06/2020
US EDR Hist Auto EDR Exclusive Historical Auto Stations EDR, Inc.
US EDR Hist Cleaner EDR Exclusive Historical Cleaners EDR, Inc.
US EDR MGP EDR Proprietary Manufactured Gas Plants EDR, Inc.
US EPA WATCH LIST EPA WATCH LIST Environmental Protection Agency 08/30/2013 03/21/2014 06/17/2014
US ERNS Emergency Response Notification System National Response Center, United States Coast 12/16/2019 12/19/2019 03/06/2020
US FEDERAL FACILITY Federal Facility Site Information listing Environmental Protection Agency 04/03/2019 04/05/2019 05/14/2019
US FEDLAND Federal and Indian Lands U.S. Geological Survey 04/02/2018 04/11/2018 11/06/2019
US FEMA UST Underground Storage Tank Listing FEMA 08/27/2019 08/28/2019 11/11/2019
TC6080985.2s Page GR-1
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
St Acronym Full Name Government Agency Gov Date Arvl. Date Active Date
US FINDS Facility Index System/Facility Registry System EPA 02/03/2020 03/03/2020 05/28/2020
US FTTS FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fu EPA/Office of Prevention, Pesticides and Toxi 04/09/2009 04/16/2009 05/11/2009
US FTTS INSP FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fu EPA 04/09/2009 04/16/2009 05/11/2009
US FUDS Formerly Used Defense Sites U.S. Army Corps of Engineers 01/28/2020 02/19/2020 05/14/2020
US FUELS PROGRAM EPA Fuels Program Registered Listing EPA 02/18/2020 02/19/2020 05/14/2020
US FUSRAP Formerly Utilized Sites Remedial Action Program Department of Energy 08/08/2017 09/11/2018 09/14/2018
US HIST FTTS FIFRA/TSCA Tracking System Administrative Case Listing Environmental Protection Agency 10/19/2006 03/01/2007 04/10/2007
US HIST FTTS INSP FIFRA/TSCA Tracking System Inspection & Enforcement Case Lis Environmental Protection Agency 10/19/2006 03/01/2007 04/10/2007
US HMIRS Hazardous Materials Information Reporting System U.S. Department of Transportation 12/05/2019 12/06/2019 02/14/2020
US ICIS Integrated Compliance Information System Environmental Protection Agency 11/18/2016 11/23/2016 02/10/2017
US IHS OPEN DUMPS Open Dumps on Indian Land Department of Health & Human Serivces, Indian 04/01/2014 08/06/2014 01/29/2015
US INDIAN LUST R1 Leaking Underground Storage Tanks on Indian Land EPA Region 1 10/01/2019 12/04/2019 02/10/2020
US INDIAN LUST R10 Leaking Underground Storage Tanks on Indian Land EPA Region 10 10/11/2019 12/04/2019 02/10/2020
US INDIAN LUST R4 Leaking Underground Storage Tanks on Indian Land EPA Region 4 10/10/2019 12/05/2019 02/10/2020
US INDIAN LUST R5 Leaking Underground Storage Tanks on Indian Land EPA, Region 5 10/01/2019 12/04/2019 02/10/2020
US INDIAN LUST R6 Leaking Underground Storage Tanks on Indian Land EPA Region 6 10/02/2019 12/04/2019 02/10/2020
US INDIAN LUST R7 Leaking Underground Storage Tanks on Indian Land EPA Region 7 10/15/2019 12/17/2019 02/10/2020
US INDIAN LUST R8 Leaking Underground Storage Tanks on Indian Land EPA Region 8 10/03/2019 12/04/2019 02/14/2020
US INDIAN LUST R9 Leaking Underground Storage Tanks on Indian Land Environmental Protection Agency 10/04/2019 12/04/2019 02/27/2020
US INDIAN ODI Report on the Status of Open Dumps on Indian Lands Environmental Protection Agency 12/31/1998 12/03/2007 01/24/2008
US INDIAN RESERV Indian Reservations USGS 12/31/2014 07/14/2015 01/10/2017
US INDIAN UST R1 Underground Storage Tanks on Indian Land EPA, Region 1 10/01/2019 12/04/2019 02/10/2020
US INDIAN UST R10 Underground Storage Tanks on Indian Land EPA Region 10 10/11/2019 12/04/2019 02/10/2020
US INDIAN UST R4 Underground Storage Tanks on Indian Land EPA Region 4 10/10/2019 12/05/2019 02/10/2020
US INDIAN UST R5 Underground Storage Tanks on Indian Land EPA Region 5 10/01/2019 12/04/2019 02/10/2020
US INDIAN UST R6 Underground Storage Tanks on Indian Land EPA Region 6 10/02/2019 12/04/2019 02/10/2020
US INDIAN UST R7 Underground Storage Tanks on Indian Land EPA Region 7 10/11/2019 12/04/2019 02/10/2020
US INDIAN UST R8 Underground Storage Tanks on Indian Land EPA Region 8 10/03/2019 12/04/2019 02/14/2020
US INDIAN UST R9 Underground Storage Tanks on Indian Land EPA Region 9 10/04/2019 12/04/2019 02/27/2020
US INDIAN VCP R1 Voluntary Cleanup Priority Listing EPA, Region 1 07/27/2015 09/29/2015 02/18/2016
US INDIAN VCP R7 Voluntary Cleanup Priority Lisitng EPA, Region 7 03/20/2008 04/22/2008 05/19/2008
US LEAD SMELTER 1 Lead Smelter Sites Environmental Protection Agency 04/27/2020 05/06/2020 05/28/2020
US LEAD SMELTER 2 Lead Smelter Sites American Journal of Public Health 04/05/2001 10/27/2010 12/02/2010
US LIENS 2 CERCLA Lien Information Environmental Protection Agency 04/27/2020 05/06/2020 05/28/2020
US LUCIS Land Use Control Information System Department of the Navy 11/04/2019 11/13/2019 01/28/2020
US MINES MRDS Mineral Resources Data System USGS 04/06/2018 10/21/2019 10/24/2019
US MINES VIOLATIONS MSHA Violation Assessment Data DOL, Mine Safety & Health Admi 03/31/2020 04/01/2020 05/21/2020
US MLTS Material Licensing Tracking System Nuclear Regulatory Commission 10/25/2019 10/25/2019 01/15/2020
US NPL National Priority List EPA 04/27/2020 05/06/2020 05/28/2020
US NPL LIENS Federal Superfund Liens EPA 10/15/1991 02/02/1994 03/30/1994
US ODI Open Dump Inventory Environmental Protection Agency 06/30/1985 08/09/2004 09/17/2004
US PADS PCB Activity Database System EPA 10/09/2019 10/11/2019 12/20/2019
US PCB TRANSFORMER PCB Transformer Registration Database Environmental Protection Agency 09/13/2019 11/06/2019 02/10/2020
US PCS Permit Compliance System EPA, Office of Water 07/14/2011 08/05/2011 09/29/2011
US PCS ENF Enforcement data EPA 12/31/2014 02/05/2015 03/06/2015
US PCS INACTIVE Listing of Inactive PCS Permits EPA 11/05/2014 01/06/2015 05/06/2015
US PRP Potentially Responsible Parties EPA 01/30/2020 02/06/2020 02/14/2020
TC6080985.2s Page GR-2
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
St Acronym Full Name Government Agency Gov Date Arvl. Date Active Date
US Proposed NPL Proposed National Priority List Sites EPA 04/27/2020 05/06/2020 05/28/2020
US RAATS RCRA Administrative Action Tracking System EPA 04/17/1995 07/03/1995 08/07/1995
US RADINFO Radiation Information Database Environmental Protection Agency 07/01/2019 07/01/2019 09/23/2019
US RCRA NonGen / NLR RCRA - Non Generators / No Longer Regulated Environmental Protection Agency 03/23/2020 03/25/2020 05/21/2020
US RCRA-LQG RCRA - Large Quantity Generators Environmental Protection Agency 03/23/2020 03/25/2020 05/21/2020
US RCRA-SQG RCRA - Small Quantity Generators Environmental Protection Agency 03/23/2020 03/25/2020 05/21/2020
US RCRA-TSDF RCRA - Treatment, Storage and Disposal Environmental Protection Agency 03/23/2020 03/25/2020 05/21/2020
US RCRA-VSQG RCRA - Very Small Quantity Generators (Formerly Conditionall Environmental Protection Agency 03/23/2020 03/25/2020 05/21/2020
US RMP Risk Management Plans Environmental Protection Agency 11/05/2019 11/20/2019 04/17/2020
US ROD Records Of Decision EPA 04/27/2020 05/06/2020 05/28/2020
US SCRD DRYCLEANERS State Coalition for Remediation of Drycleaners Listing Environmental Protection Agency 01/01/2017 02/03/2017 04/07/2017
US SEMS Superfund Enterprise Management System EPA 04/27/2020 05/06/2020 05/28/2020
US SEMS-ARCHIVE Superfund Enterprise Management System Archive EPA 04/27/2020 05/06/2020 05/28/2020
US SSTS Section 7 Tracking Systems EPA 05/01/2019 10/23/2019 01/15/2020
US TRIS Toxic Chemical Release Inventory System EPA 12/31/2018 02/05/2020 04/24/2020
US TSCA Toxic Substances Control Act EPA 12/31/2016 06/21/2017 01/05/2018
US UMTRA Uranium Mill Tailings Sites Department of Energy 08/30/2019 11/15/2019 01/28/2020
US US AIRS (AFS) Aerometric Information Retrieval System Facility Subsystem ( EPA 10/12/2016 10/26/2016 02/03/2017
US US AIRS MINOR Air Facility System Data EPA 10/12/2016 10/26/2016 02/03/2017
US US BROWNFIELDS A Listing of Brownfields Sites Environmental Protection Agency 12/02/2019 12/16/2019 03/06/2020
US US CDL Clandestine Drug Labs Drug Enforcement Administration 06/11/2019 06/13/2019 09/03/2019
US US ENG CONTROLS Engineering Controls Sites List Environmental Protection Agency 02/13/2020 02/20/2020 05/15/2020
US US FIN ASSUR Financial Assurance Information Environmental Protection Agency 12/16/2019 12/19/2019 02/27/2020
US US HIST CDL National Clandestine Laboratory Register Drug Enforcement Administration 06/11/2019 06/13/2019 09/03/2019
US US INST CONTROLS Institutional Controls Sites List Environmental Protection Agency 02/13/2020 02/20/2020 05/15/2020
US US MINES Mines Master Index File Department of Labor, Mine Safety and Health A 02/11/2020 02/25/2020 05/21/2020
US US MINES 2 Ferrous and Nonferrous Metal Mines Database Listing USGS 01/16/2018 02/28/2020 05/22/2020
US US MINES 3 Active Mines & Mineral Plants Database Listing USGS 04/14/2011 06/08/2011 09/13/2011
US UXO Unexploded Ordnance Sites Department of Defense 12/31/2017 01/17/2019 04/01/2019
NY NY MANIFEST Facility and Manifest Data Department of Environmental Conservation 01/01/2019 05/01/2019 06/21/2019
PA PA MANIFEST Manifest Information Department of Environmental Protection 06/30/2018 07/19/2019 09/10/2019
WI WI MANIFEST Manifest Information Department of Natural Resources 05/31/2018 06/19/2019 09/03/2019
US AHA Hospitals Sensitive Receptor: AHA Hospitals American Hospital Association, Inc.
US Medical Centers Sensitive Receptor: Medical Centers Centers for Medicare & Medicaid Services
US Nursing Homes Sensitive Receptor: Nursing Homes National Institutes of Health
US Public Schools Sensitive Receptor: Public Schools National Center for Education Statistics
US Private Schools Sensitive Receptor: Private Schools National Center for Education Statistics
UT Daycare Centers Sensitive Receptor: Child Care Provider List Department of Health
TC6080985.2s Page GR-3
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
St Acronym Full Name Government Agency Gov Date Arvl. Date Active Date
US Flood Zones 100-year and 500-year flood zones Emergency Management Agency (FEMA)
US NWI National Wetlands Inventory U.S. Fish and Wildlife Service
UT State Wetlands Wetland Inventory Utah Geological Survey
US Topographic Map Current USGS 7.5 Minute Topographic Map U.S. Geological Survey
US Oil/Gas Pipelines Endeavor Business Media
US Electric Power Transmission Line Data Endeavor Business Media
STREET AND ADDRESS INFORMATION
© 2015 TomTom North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection
and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject
to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material.
TC6080985.2s Page GR-4
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
St Acronym Full Name Government Agency Gov Date Arvl. Date Active Date
TC6080985.2s Page A-1
geologic strata.
of the soil, and nearby wells. Groundwater flow velocity is generally impacted by the nature of the
Groundwater flow direction may be impacted by surface topography, hydrology, hydrogeology, characteristics
2. Groundwater flow velocity.
1. Groundwater flow direction, and
Assessment of the impact of contaminant migration generally has two principle investigative components:
forming an opinion about the impact of potential contaminant migration.
EDR’s GeoCheck Physical Setting Source Addendum is provided to assist the environmental professional in
2014Version Date:
6008753 SALT LAKE CITY NORTH, UTNorthwest Map:
2014Version Date:
6008717 SALT LAKE CITY SOUTH, UTTarget Property Map:
USGS TOPOGRAPHIC MAP
4233 ft. above sea levelElevation:
4510809.0UTM Y (Meters):
424096.6UTM X (Meters):
Zone 12Universal Tranverse Mercator:
111.899058 - 111˚ 53’ 56.61’’Longitude (West):
40.746635 - 40˚ 44’ 47.89’’Latitude (North):
TARGET PROPERTY COORDINATES
SALT LAKE CITY, UT 84101
255, 259, 269 BROOKLYN & 1038, 1050 S. WASHINGTON
PROPOSED APARTMENTS
TARGET PROPERTY ADDRESS
®GEOCHECK - PHYSICAL SETTING SOURCE ADDENDUM®
TC6080985.2s Page A-2
should be field verified.
on a relative (not an absolute) basis. Relative elevation information between sites of close proximity
Source: Topography has been determined from the USGS 7.5’ Digital Elevation Model and should be evaluated
SURROUNDING TOPOGRAPHY: ELEVATION PROFILES
El
e
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a
t
i
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(
f
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)
El
e
v
a
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(
f
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)
TP
TP
0 1/2 1 Miles✩Target Property Elevation: 4233 ft.
North South
West East
42
3
7
42
3
5
42
3
3
42
3
2
42
3
2
42
3
3
42
3
2
42
3
2
42
3
3
42
3
3
42
3
2
42
3
3
42
3
2
42
3
2
42
3
3
42
3
4
42
3
6
42
3
8
42
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3
42
2
8
42
2
8
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9
42
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42
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42
3
2
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7
42
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0
42
4
4
42
4
6
42
4
9
General SSWGeneral Topographic Gradient:
TARGET PROPERTY TOPOGRAPHY
should contamination exist on the target property, what downgradient sites might be impacted.
assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or,
Surface topography may be indicative of the direction of surficial groundwater flow. This information can be used to
TOPOGRAPHIC INFORMATION
collected on nearby properties, and regional groundwater flow information (from deep aquifers).
sources of information, such as surface topographic information, hydrologic information, hydrogeologic data
using site-specific well data. If such data is not reasonably ascertainable, it may be necessary to rely on other
Groundwater flow direction for a particular site is best determined by a qualified environmental professional
GROUNDWATER FLOW DIRECTION INFORMATION
®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY®
TC6080985.2s Page A-3
Not Reported
GENERAL DIRECTIONLOCATION
GROUNDWATER FLOWFROM TPMAP ID
hydrogeologically, and the depth to water table.
authorities at select sites and has extracted the date of the report, groundwater flow direction as determined
flow at specific points. EDR has reviewed reports submitted by environmental professionals to regulatory
EDR has developed the AQUIFLOW Information System to provide data on the general direction of groundwater
AQUIFLOW®
Search Radius: 1.000 Mile.
contamination exist on the target property, what downgradient sites might be impacted.
environmental professional in forming an opinion about the impact of nearby contaminated properties or, should
of groundwater flow direction in the immediate area. Such hydrogeologic information can be used to assist the
Hydrogeologic information obtained by installation of wells on a specific site can often be an indicator
HYDROGEOLOGIC INFORMATION
YES - refer to the Overview Map and Detail MapSALT LAKE CITY SOUTH
NATIONAL WETLAND INVENTORY
NWI Electronic
Data CoverageNWI Quad at Target Property
FEMA FIRM Flood data49035C0281E
FEMA FIRM Flood data49035C0144H
FEMA FIRM Flood data49035C0143E
Additional Panels in search area:FEMA Source Type
FEMA FIRM Flood data49035C0282H
Flood Plain Panel at Target Property FEMA Source Type
FEMA FLOOD ZONE
and bodies of water).
Refer to the Physical Setting Source Map following this summary for hydrologic information (major waterways
contamination exist on the target property, what downgradient sites might be impacted.
the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should
Surface water can act as a hydrologic barrier to groundwater flow. Such hydrologic information can be used to assist
HYDROLOGIC INFORMATION
®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY®
TC6080985.2s Page A-4
Map, USGS Digital Data Series DDS - 11 (1994).
of the Conterminous U.S. at 1:2,500,000 Scale - a digital representation of the 1974 P.B. King and H.M. Beikman
Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology
ROCK STRATIGRAPHIC UNIT GEOLOGIC AGE IDENTIFICATION
Stratifed SequenceCategory:CenozoicEra:
QuaternarySystem:
QuaternarySeries:
QCode: (decoded above as Era, System & Series)
at which contaminant migration may be occurring.
Geologic information can be used by the environmental professional in forming an opinion about the relative speed
GEOLOGIC INFORMATION IN GENERAL AREA OF TARGET PROPERTY
move more quickly through sandy-gravelly types of soils than silty-clayey types of soils.
characteristics data collected on nearby properties and regional soil information. In general, contaminant plumes
to rely on other sources of information, including geologic age identification, rock stratigraphic unit and soil
using site specific geologic and soil strata data. If such data are not reasonably ascertainable, it may be necessary
Groundwater flow velocity information for a particular site is best determined by a qualified environmental professional
GROUNDWATER FLOW VELOCITY INFORMATION
®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY®
EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.
1
0 1/16 1/8 1/4 Miles
TC6080985.2s Page A-6
1/2 - 1 Mile SSEUSGS40001190986 Q80
1/2 - 1 Mile SWUSGS40001191012 O67
1/2 - 1 Mile SWUSGS40001191016 65
1/2 - 1 Mile SWUSGS40001191011 K64
FEDERAL USGS WELL INFORMATION
LOCATION
FROM TPWELL IDMAP ID
1.000State Database
Nearest PWS within 1 mileFederal FRDS PWS
1.000Federal USGS
WELL SEARCH DISTANCE INFORMATION
SEARCH DISTANCE (miles)DATABASE
opinion about the impact of contaminant migration on nearby drinking water wells.
professional in assessing sources that may impact ground water flow direction, and in forming an
EDR Local/Regional Water Agency records provide water well information to assist the environmental
LOCAL / REGIONAL WATER AGENCY RECORDS
No Layer Information available.

> 0 inchesDepth to Watertable Min:
> 0 inchesDepth to Bedrock Min:
Not ReportedCorrosion Potential - Uncoated Steel:
Hydric Status: Unknown
Soil Drainage Class:
Not reportedHydrologic Group:
Soil Surface Texture:
URBAN LANDSoil Component Name:
Soil Map ID: 1
in a landscape. The following information is based on Soil Conservation Service SSURGO data.
for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns
Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information
The U.S. Department of Agriculture’s (USDA) Soil Conservation Service (SCS) leads the National Cooperative Soil
DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY
®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY®
TC6080985.2s Page A-7
1/4 - 1/2 Mile SSWUTDNR2000179643 F36
1/4 - 1/2 Mile WestUTDNR2000180812 D35
1/4 - 1/2 Mile SouthUTDNR2000181586 E34
1/4 - 1/2 Mile SouthUTDNR2000181756 E33
1/4 - 1/2 Mile WNWUTDNR2000180817 32
1/4 - 1/2 Mile WestUTDNR2000180399 D31
1/4 - 1/2 Mile SSWUTDNR2000181767 30
1/8 - 1/4 Mile NEUTDNR2000181201 29
1/8 - 1/4 Mile SouthUTDNR2000181581 28
1/8 - 1/4 Mile WestUTDNR2000182122 27
1/8 - 1/4 Mile SSWUTDNR2000005951 C26
1/8 - 1/4 Mile SSWUTDNR2000005952 C25
1/8 - 1/4 Mile SSWUTDNR2000005949 C24
1/8 - 1/4 Mile SSWUTDNR2000005950 C23
1/8 - 1/4 Mile ENEUTDNR2000181722 B22
1/8 - 1/4 Mile SSWUTDNR2000005955 C21
1/8 - 1/4 Mile SSWUTDNR2000005956 C20
1/8 - 1/4 Mile SWUTDNR2000005953 C19
1/8 - 1/4 Mile SWUTDNR2000005954 C18
0 - 1/8 Mile ESEUTDNR2000180026 B17
0 - 1/8 Mile ESEUTDNR2000180809 B16
0 - 1/8 Mile EastUTDNR2000004956 A15
0 - 1/8 Mile EastUTDNR2000004955 A14
0 - 1/8 Mile EastUTDNR2000004954 A13
0 - 1/8 Mile ENEUTDNR2000004953 A12
0 - 1/8 Mile ENEUTDNR2000004952 A11
0 - 1/8 Mile ENEUTDNR2000004949 A10
0 - 1/8 Mile ENEUTDNR2000004948 A9
0 - 1/8 Mile EastUTDNR2000004951 A8
0 - 1/8 Mile EastUTDNR2000004950 A7
0 - 1/8 Mile ESEUTDNR2000004944 A6
0 - 1/8 Mile ESEUTDNR2000004945 A5
0 - 1/8 Mile EastUTDNR2000004946 A4
0 - 1/8 Mile EastUTDNR2000004947 A3
0 - 1/8 Mile NEUTDNR2000004943 A2
0 - 1/8 Mile ENEUTDNR2000004942 A1
STATE DATABASE WELL INFORMATION
LOCATION
FROM TPWELL IDMAP ID
Note: PWS System location is not always the same as well location.
No PWS System Found
FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION
LOCATION
FROM TPWELL IDMAP ID
1/2 - 1 Mile SSEUSGS40001190951 178
FEDERAL USGS WELL INFORMATION
LOCATION
FROM TPWELL IDMAP ID
®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY®
TC6080985.2s Page A-8
1/2 - 1 Mile SouthUTDNR2000181474 R92
1/2 - 1 Mile SouthUTDNR2000180318 R91
1/2 - 1 Mile SSWUTDNR2000180219 T90
1/2 - 1 Mile NWUTDNR2000002995 U89
1/2 - 1 Mile SSWUTDNR2000176229 T88
1/2 - 1 Mile WNWUTDNR2000001769 P87
1/2 - 1 Mile NWUTDNR2000001770 S86
1/2 - 1 Mile WestUTDNR2000179535 85
1/2 - 1 Mile WSWUTDNR2000179859 84
1/2 - 1 Mile SouthUTDNR2000181937 Q83
1/2 - 1 Mile SSWUTDNR2000173548 T82
1/2 - 1 Mile SouthUTDNR2000181666 R81
1/2 - 1 Mile NWUTDNR2000000730 S79
1/2 - 1 Mile SEUTDNR2000175496 78
1/2 - 1 Mile SouthUTDNR2000180828 77
1/2 - 1 Mile SouthUTDNR2000180800 R76
1/2 - 1 Mile SouthUTDNR2000180801 R75
1/2 - 1 Mile SouthUTDNR2000181473 Q74
1/2 - 1 Mile SouthUTDNR2000180816 Q73
1/2 - 1 Mile SWUTDNR2000181147 O72
1/2 - 1 Mile WNWUTDNR2000183008 P71
1/2 - 1 Mile EastUTDNR2000181706 N70
1/2 - 1 Mile ENEUTDNR2000181776 M69
1/2 - 1 Mile SWUTDNR2000181148 O68
1/2 - 1 Mile ESEUTDNR2000182396 66
1/2 - 1 Mile EastUTDNR2000180857 N63
1/2 - 1 Mile SSWUTDNR2000179822 62
1/2 - 1 Mile NNWUTDNR2000177476 61
1/2 - 1 Mile EastUTDNR2000181940 60
1/2 - 1 Mile ENEUTDNR2000179987 M59
1/2 - 1 Mile ENEUTDNR2000179988 M58
1/2 - 1 Mile ENEUTDNR2000179989 M57
1/2 - 1 Mile SSWUTDNR2000180463 J56
1/2 - 1 Mile WSWUTDNR2000185193 L55
1/2 - 1 Mile SSWUTDNR2000179750 54
1/2 - 1 Mile SSWUTDNR2000182663 J53
1/4 - 1/2 Mile WSWUTDNR2000181891 L52
1/4 - 1/2 Mile SWUTDNR2000180294 K51
1/4 - 1/2 Mile SSWUTDNR2000180457 J50
1/4 - 1/2 Mile NNWUTDNR2000178364 I49
1/4 - 1/2 Mile NNWUTDNR2000176410 I48
1/4 - 1/2 Mile SSWUTDNR2000178203 H47
1/4 - 1/2 Mile SSWUTDNR2000178202 H46
1/4 - 1/2 Mile NWUTDNR2000176138 45
1/4 - 1/2 Mile SouthUTDNR2000180329 44
1/4 - 1/2 Mile ENEUTDNR2000181310 43
1/4 - 1/2 Mile SouthUTDNR2000174747 E42
1/4 - 1/2 Mile SSWUTDNR2000181799 F41
1/4 - 1/2 Mile SSWUTDNR2000180796 H40
1/4 - 1/2 Mile SouthUTDNR2000176527 E39
1/4 - 1/2 Mile NorthUTDNR2000178089 G38
1/4 - 1/2 Mile NorthUTDNR2000175037 G37
STATE DATABASE WELL INFORMATION
LOCATION
FROM TPWELL IDMAP ID
®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY®
TC6080985.2s Page A-9
1/2 - 1 Mile EastUTDNR2000181309 AG144
1/2 - 1 Mile EastUTDNR2000181677 AF143
1/2 - 1 Mile ENEUTDNR2000179324 142
1/2 - 1 Mile NNEUTDNR2000011224 141
1/2 - 1 Mile ESEUTDNR2000179423 AF140
1/2 - 1 Mile SEUTDNR2000183510 139
1/2 - 1 Mile EastUTDNR2000180093 AD138
1/2 - 1 Mile NWUTDNR2000184059 AE137
1/2 - 1 Mile NWUTDNR2000010014 AE136
1/2 - 1 Mile NorthUTDNR2000173862 135
1/2 - 1 Mile WestUTDNR2000182195 134
1/2 - 1 Mile WSWUTDNR2000182022 AA133
1/2 - 1 Mile SouthUTDNR2000174708 132
1/2 - 1 Mile WSWUTDNR2000176886 AA131
1/2 - 1 Mile WSWUTDNR2000176884 AA130
1/2 - 1 Mile WSWUTDNR2000176883 AA129
1/2 - 1 Mile NWUTDNR2000186561 AB128
1/2 - 1 Mile EastUTDNR2000181875 AD127
1/2 - 1 Mile EastUTDNR2000183334 AD126
1/2 - 1 Mile NNWUTDNR2000179793 125
1/2 - 1 Mile NEUTDNR2000006544 AC124
1/2 - 1 Mile NEUTDNR2000006543 AC123
1/2 - 1 Mile SWUTDNR2000183391 Z122
1/2 - 1 Mile SWUTDNR2000182749 Z121
1/2 - 1 Mile WSWUTDNR2000178847 120
1/2 - 1 Mile NWUTDNR2000001768 AB119
1/2 - 1 Mile WNWUTDNR2000182269 118
1/2 - 1 Mile WSWUTDNR2000179651 AA117
1/2 - 1 Mile NNEUTDNR2000001832 116
1/2 - 1 Mile NWUTDNR2000000726 115
1/2 - 1 Mile SouthUTDNR2000180600 114
1/2 - 1 Mile NNWUTDNR2000181563 Y113
1/2 - 1 Mile WSWUTDNR2000177310 X112
1/2 - 1 Mile NWUTDNR2000000728 111
1/2 - 1 Mile SWUTDNR2000180819 Z110
1/2 - 1 Mile SSEUTDNR2000180811 109
1/2 - 1 Mile WSWUTDNR2000176076 X108
1/2 - 1 Mile NNWUTDNR2000180186 Y107
1/2 - 1 Mile SouthUTDNR2000182644 W106
1/2 - 1 Mile WSWUTDNR2000175560 X105
1/2 - 1 Mile SouthUTDNR2000181279 W104
1/2 - 1 Mile WNWUTDNR2000000727 103
1/2 - 1 Mile NWUTDNR2000000729 U102
1/2 - 1 Mile NWUTDNR2000001771 U101
1/2 - 1 Mile ESEUTDNR2000180278 V100
1/2 - 1 Mile ESEUTDNR2000180277 V99
1/2 - 1 Mile WNWUTDNR2000182361 98
1/2 - 1 Mile SSEUTDNR2000181887 97
1/2 - 1 Mile SouthUTDNR2000180830 96
1/2 - 1 Mile NWUTDNR2000001772 U95
1/2 - 1 Mile SSWUTDNR2000178508 T94
1/2 - 1 Mile SEUTDNR2000180012 V93
STATE DATABASE WELL INFORMATION
LOCATION
FROM TPWELL IDMAP ID
®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY®
TC6080985.2s Page A-10
1/2 - 1 Mile ESEUTDNR2000180410 AK177
1/2 - 1 Mile WSWUTDNR2000180622 AI176
1/2 - 1 Mile EastUTDNR2000178173 AG175
1/2 - 1 Mile EastUTDNR2000181368 AH174
1/2 - 1 Mile WestUTDNR2000181277 173
1/2 - 1 Mile WestUTDNR2000180805 AI172
1/2 - 1 Mile WSWUTDNR2000180807 171
1/2 - 1 Mile SSEUTDNR2000180439 AJ170
1/2 - 1 Mile SWUTDNR2000184122 169
1/2 - 1 Mile ESEUTDNR2000181520 AF168
1/2 - 1 Mile ESEUTDNR2000181879 AF167
1/2 - 1 Mile NWUTDNR2000184058 AE166
1/2 - 1 Mile NWUTDNR2000010013 AE165
1/2 - 1 Mile EastUTDNR2000181707 AH164
1/2 - 1 Mile NWUTDNR2000184057 AE163
1/2 - 1 Mile NWUTDNR2000010012 AE162
1/2 - 1 Mile EastUTDNR2000179026 AG161
1/2 - 1 Mile NWUTDNR2000184056 AE160
1/2 - 1 Mile NWUTDNR2000010011 AE159
1/2 - 1 Mile ESEUTDNR2000182009 AK158
1/2 - 1 Mile EastUTDNR2000179237 AG157
1/2 - 1 Mile ESEUTDNR2000177748 AK156
1/2 - 1 Mile ESEUTDNR2000181199 AF155
1/2 - 1 Mile SWUTDNR2000180402 154
1/2 - 1 Mile SSEUTDNR2000179320 AJ153
1/2 - 1 Mile EastUTDNR2000181128 AG152
1/2 - 1 Mile EastUTDNR2000180319 AG151
1/2 - 1 Mile WestUTDNR2000180135 AI150
1/2 - 1 Mile ESEUTDNR2000181475 AF149
1/2 - 1 Mile ESEUTDNR2000178098 AF148
1/2 - 1 Mile SouthUTDNR2000182637 147
1/2 - 1 Mile SSWUTDNR2000180192 146
1/2 - 1 Mile EastUTDNR2000181517 AH145
STATE DATABASE WELL INFORMATION
LOCATION
FROM TPWELL IDMAP ID
®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY®
EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.
4320
4
2
4
0
4
2
4
0
4280
4 2 8 0
4
2
8
0
4
2
4
0
4 2 4 0
4
2
4
0
4
2
4
0
4240 4
2
8
0
43
4 2 4 0
4 240
4
2
4
0
UT
TC6080985.2s Page A-12
Non-Production Well: MonitorSupply Source:
NPWater Right Type:Wasatch Environmental, Inc.Owner:
0Well ID:0Cubic ft/sec:
Not ReportedUses:Not ReportedPriority Date:
Appeal to Appropriate ApprovedStatus:ApprovedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
0857024M00Water Right #:Water Rights DatabaseDatabase:
A4
East
0 - 1/8 Mile
Higher
UTDNR2000004946UT WELLS
Non-Production Well: MonitorSupply Source:
NPWater Right Type:Wasatch Environmental, Inc.Owner:
0Well ID:0Cubic ft/sec:
Not ReportedUses:Not ReportedPriority Date:
Appeal to Appropriate ApprovedStatus:ApprovedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
0857024M00Water Right #:Water Rights DatabaseDatabase:
A3
East
0 - 1/8 Mile
Higher
UTDNR2000004947UT WELLS
Non-Production Well: MonitorSupply Source:
NPWater Right Type:Wasatch Environmental, Inc.Owner:
0Well ID:0Cubic ft/sec:
Not ReportedUses:Not ReportedPriority Date:
Appeal to Appropriate ApprovedStatus:ApprovedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
0857024M00Water Right #:Water Rights DatabaseDatabase:
A2
NE
0 - 1/8 Mile
Higher
UTDNR2000004943UT WELLS
Non-Production Well: MonitorSupply Source:
NPWater Right Type:Wasatch Environmental, Inc.Owner:
0Well ID:0Cubic ft/sec:
Not ReportedUses:Not ReportedPriority Date:
Appeal to Appropriate ApprovedStatus:ApprovedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
0857024M00Water Right #:Water Rights DatabaseDatabase:
A1
ENE
0 - 1/8 Mile
Higher
UTDNR2000004942UT WELLS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC6080985.2s Page A-13
Non-Production Well: MonitorSupply Source:
NPWater Right Type:Wasatch Environmental, Inc.Owner:
432261Well ID:0Cubic ft/sec:
Not ReportedUses:Not ReportedPriority Date:
Appeal to Appropriate ApprovedStatus:ApprovedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
0857024M00Water Right #:Water Rights DatabaseDatabase:
A8
East
0 - 1/8 Mile
Higher
UTDNR2000004951UT WELLS
Non-Production Well: MonitorSupply Source:
NPWater Right Type:Wasatch Environmental, Inc.Owner:
0Well ID:0Cubic ft/sec:
Not ReportedUses:Not ReportedPriority Date:
Appeal to Appropriate ApprovedStatus:ApprovedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
0857024M00Water Right #:Water Rights DatabaseDatabase:
A7
East
0 - 1/8 Mile
Higher
UTDNR2000004950UT WELLS
Non-Production Well: MonitorSupply Source:
NPWater Right Type:Wasatch Environmental, Inc.Owner:
0Well ID:0Cubic ft/sec:
Not ReportedUses:Not ReportedPriority Date:
Appeal to Appropriate ApprovedStatus:ApprovedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
0857024M00Water Right #:Water Rights DatabaseDatabase:
A6
ESE
0 - 1/8 Mile
Higher
UTDNR2000004944UT WELLS
Non-Production Well: MonitorSupply Source:
NPWater Right Type:Wasatch Environmental, Inc.Owner:
0Well ID:0Cubic ft/sec:
Not ReportedUses:Not ReportedPriority Date:
Appeal to Appropriate ApprovedStatus:ApprovedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
0857024M00Water Right #:Water Rights DatabaseDatabase:
A5
ESE
0 - 1/8 Mile
Higher
UTDNR2000004945UT WELLS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC6080985.2s Page A-14
Non-Production Well: MonitorSupply Source:
NPWater Right Type:Wasatch Environmental, Inc.Owner:
0Well ID:0Cubic ft/sec:
Not ReportedUses:Not ReportedPriority Date:
Appeal to Appropriate ApprovedStatus:ApprovedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
0857024M00Water Right #:Water Rights DatabaseDatabase:
A12
ENE
0 - 1/8 Mile
Higher
UTDNR2000004953UT WELLS
Non-Production Well: MonitorSupply Source:
NPWater Right Type:Wasatch Environmental, Inc.Owner:
0Well ID:0Cubic ft/sec:
Not ReportedUses:Not ReportedPriority Date:
Appeal to Appropriate ApprovedStatus:ApprovedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
0857024M00Water Right #:Water Rights DatabaseDatabase:
A11
ENE
0 - 1/8 Mile
Higher
UTDNR2000004952UT WELLS
Non-Production Well: MonitorSupply Source:
NPWater Right Type:Wasatch Environmental, Inc.Owner:
0Well ID:0Cubic ft/sec:
Not ReportedUses:Not ReportedPriority Date:
Appeal to Appropriate ApprovedStatus:ApprovedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
0857024M00Water Right #:Water Rights DatabaseDatabase:
A10
ENE
0 - 1/8 Mile
Higher
UTDNR2000004949UT WELLS
Non-Production Well: MonitorSupply Source:
NPWater Right Type:Wasatch Environmental, Inc.Owner:
0Well ID:0Cubic ft/sec:
Not ReportedUses:Not ReportedPriority Date:
Appeal to Appropriate ApprovedStatus:ApprovedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
0857024M00Water Right #:Water Rights DatabaseDatabase:
A9
ENE
0 - 1/8 Mile
Higher
UTDNR2000004948UT WELLS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC6080985.2s Page A-15
Underground Water WellSupply Source:WRWater Right Type:
M.J. SheltonOwner:0Well ID:
.011Cubic ft/sec:Not ReportedUses:
1921Priority Date:Underground Water Claim DisallowedStatus:
Terminated; right most likely consolidatedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-6274Water Right #:Water Rights DatabaseDatabase:
B16
ESE
0 - 1/8 Mile
Higher
UTDNR2000180809UT WELLS
Non-Production Well: MonitorSupply Source:
NPWater Right Type:Wasatch Environmental, Inc.Owner:
432260Well ID:0Cubic ft/sec:
Not ReportedUses:Not ReportedPriority Date:
Appeal to Appropriate ApprovedStatus:ApprovedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
0857024M00Water Right #:Water Rights DatabaseDatabase:
A15
East
0 - 1/8 Mile
Higher
UTDNR2000004956UT WELLS
Non-Production Well: MonitorSupply Source:
NPWater Right Type:Wasatch Environmental, Inc.Owner:
0Well ID:0Cubic ft/sec:
Not ReportedUses:Not ReportedPriority Date:
Appeal to Appropriate ApprovedStatus:ApprovedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
0857024M00Water Right #:Water Rights DatabaseDatabase:
A14
East
0 - 1/8 Mile
Higher
UTDNR2000004955UT WELLS
Non-Production Well: MonitorSupply Source:
NPWater Right Type:Wasatch Environmental, Inc.Owner:
0Well ID:0Cubic ft/sec:
Not ReportedUses:Not ReportedPriority Date:
Appeal to Appropriate ApprovedStatus:ApprovedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
0857024M00Water Right #:Water Rights DatabaseDatabase:
A13
East
0 - 1/8 Mile
Higher
UTDNR2000004954UT WELLS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC6080985.2s Page A-16
Non-Production Well: MonitorSupply Source:
NPWater Right Type:Wasatch Environmental, Inc.Owner:
434281Well ID:0Cubic ft/sec:
Not ReportedUses:Not ReportedPriority Date:
Appeal to Appropriate ApprovedStatus:ApprovedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
1057009M00Water Right #:Water Rights DatabaseDatabase:
C20
SSW
1/8 - 1/4 Mile
Higher
UTDNR2000005956UT WELLS
Non-Production Well: MonitorSupply Source:
NPWater Right Type:Wasatch Environmental, Inc.Owner:
434283Well ID:0Cubic ft/sec:
Not ReportedUses:Not ReportedPriority Date:
Appeal to Appropriate ApprovedStatus:ApprovedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
1057009M00Water Right #:Water Rights DatabaseDatabase:
C19
SW
1/8 - 1/4 Mile
Higher
UTDNR2000005953UT WELLS
Non-Production Well: MonitorSupply Source:
NPWater Right Type:Wasatch Environmental, Inc.Owner:
434287Well ID:0Cubic ft/sec:
Not ReportedUses:Not ReportedPriority Date:
Appeal to Appropriate ApprovedStatus:ApprovedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
1057009M00Water Right #:Water Rights DatabaseDatabase:
C18
SW
1/8 - 1/4 Mile
Higher
UTDNR2000005954UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
James M. JensenOwner:428508Well ID:
.011Cubic ft/sec:Domestic,Irrigation,Uses:
1900Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-5580Water Right #:Water Rights DatabaseDatabase:
B17
ESE
0 - 1/8 Mile
Higher
UTDNR2000180026UT WELLS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC6080985.2s Page A-17
Non-Production Well: MonitorSupply Source:
NPWater Right Type:Wasatch Environmental, Inc.Owner:
434282Well ID:0Cubic ft/sec:
Not ReportedUses:Not ReportedPriority Date:
Appeal to Appropriate ApprovedStatus:ApprovedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
1057009M00Water Right #:Water Rights DatabaseDatabase:
C24
SSW
1/8 - 1/4 Mile
Higher
UTDNR2000005949UT WELLS
Non-Production Well: MonitorSupply Source:
NPWater Right Type:Wasatch Environmental, Inc.Owner:
434286Well ID:0Cubic ft/sec:
Not ReportedUses:Not ReportedPriority Date:
Appeal to Appropriate ApprovedStatus:ApprovedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
1057009M00Water Right #:Water Rights DatabaseDatabase:
C23
SSW
1/8 - 1/4 Mile
Higher
UTDNR2000005950UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Maude ClarkOwner:0Well ID:
.002Cubic ft/sec:Domestic,Irrigation,Uses:
1899Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-7088Water Right #:Water Rights DatabaseDatabase:
B22
ENE
1/8 - 1/4 Mile
Higher
UTDNR2000181722UT WELLS
Non-Production Well: MonitorSupply Source:
NPWater Right Type:Wasatch Environmental, Inc.Owner:
434285Well ID:0Cubic ft/sec:
Not ReportedUses:Not ReportedPriority Date:
Appeal to Appropriate ApprovedStatus:ApprovedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
1057009M00Water Right #:Water Rights DatabaseDatabase:
C21
SSW
1/8 - 1/4 Mile
Higher
UTDNR2000005955UT WELLS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC6080985.2s Page A-18
Underground Water WellSupply Source:WRWater Right Type:
Miss Elsie ChristiansenOwner:0Well ID:
.011Cubic ft/sec:Domestic,Irrigation,Uses:
1915Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-6962Water Right #:Water Rights DatabaseDatabase:
28
South
1/8 - 1/4 Mile
Higher
UTDNR2000181581UT WELLS
Underground Water WellSupply Source:
WRWater Right Type:John T. OgdenOwner:
859Well ID:.015Cubic ft/sec:
Domestic,Irrigation,Uses:19430512Priority Date:
Appeal to Appropriate No Proof RequiredStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-745Water Right #:Water Rights DatabaseDatabase:
27
West
1/8 - 1/4 Mile
Lower
UTDNR2000182122UT WELLS
Non-Production Well: MonitorSupply Source:
NPWater Right Type:Wasatch Environmental, Inc.Owner:
434280Well ID:0Cubic ft/sec:
Not ReportedUses:Not ReportedPriority Date:
Appeal to Appropriate ApprovedStatus:ApprovedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
1057009M00Water Right #:Water Rights DatabaseDatabase:
C26
SSW
1/8 - 1/4 Mile
Higher
UTDNR2000005951UT WELLS
Non-Production Well: MonitorSupply Source:
NPWater Right Type:Wasatch Environmental, Inc.Owner:
434284Well ID:0Cubic ft/sec:
Not ReportedUses:Not ReportedPriority Date:
Appeal to Appropriate ApprovedStatus:ApprovedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
1057009M00Water Right #:Water Rights DatabaseDatabase:
C25
SSW
1/8 - 1/4 Mile
Higher
UTDNR2000005952UT WELLS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC6080985.2s Page A-19
Underground Water WellSupply Source:WRWater Right Type:
Stanley W. BirdOwner:0Well ID:
.038Cubic ft/sec:Domestic,Uses:
1890Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-6281Water Right #:Water Rights DatabaseDatabase:
32
WNW
1/4 - 1/2 Mile
Lower
UTDNR2000180817UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Louise GeisOwner:0Well ID:
.002Cubic ft/sec:Domestic,Uses:
1911Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-5914Water Right #:Water Rights DatabaseDatabase:
D31
West
1/4 - 1/2 Mile
Lower
UTDNR2000180399UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
E. F. BehmOwner:0Well ID:
.001Cubic ft/sec:Stockwatering,Uses:
1899Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-7127Water Right #:Water Rights DatabaseDatabase:
30
SSW
1/4 - 1/2 Mile
Lower
UTDNR2000181767UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Joe And Harry DoctormanOwner:0Well ID:
.018Cubic ft/sec:Domestic,Irrigation,Stockwatering,Uses:
1920Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-6625Water Right #:Water Rights DatabaseDatabase:
29
NE
1/8 - 1/4 Mile
Higher
UTDNR2000181201UT WELLS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC6080985.2s Page A-20
Underground Water WellSupply Source:WRWater Right Type:
Leonard Neils PlantOwner:0Well ID:
.067Cubic ft/sec:Domestic,Irrigation,Stockwatering,Uses:
1933Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-5238Water Right #:Water Rights DatabaseDatabase:
F36
SSW
1/4 - 1/2 Mile
Lower
UTDNR2000179643UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Mrs. C.F. FischerOwner:0Well ID:
.004Cubic ft/sec:Domestic,Other,Uses:
1915Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-6277Water Right #:Water Rights DatabaseDatabase:
D35
West
1/4 - 1/2 Mile
Lower
UTDNR2000180812UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Irvin ConnaryOwner:0Well ID:
0Cubic ft/sec:Domestic,Uses:
1920Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-6967Water Right #:Water Rights DatabaseDatabase:
E34
South
1/4 - 1/2 Mile
Higher
UTDNR2000181586UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Zions Savings Bank And Trust CompanyOwner:0Well ID:
.134Cubic ft/sec:Stockwatering,Uses:
1909Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-7117Water Right #:Water Rights DatabaseDatabase:
E33
South
1/4 - 1/2 Mile
Higher
UTDNR2000181756UT WELLS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC6080985.2s Page A-21
Underground Water WellSupply Source:WRWater Right Type:
Gabrial JohnsonOwner:0Well ID:
.011Cubic ft/sec:Not ReportedUses:
1904Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-6263Water Right #:Water Rights DatabaseDatabase:
H40
SSW
1/4 - 1/2 Mile
Lower
UTDNR2000180796UT WELLS
Underground Water WellSupply Source:
WRWater Right Type:Paul PorchatisOwner:
0Well ID:.015Cubic ft/sec:
Domestic,Irrigation,Stockwatering,Uses:19391014Priority Date:
Appeal to Appropriate No Proof RequiredStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-257Water Right #:Water Rights DatabaseDatabase:
E39
South
1/4 - 1/2 Mile
Higher
UTDNR2000176527UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
W. F. MccumberOwner:0Well ID:
.001Cubic ft/sec:Domestic,Uses:
193408Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-3853Water Right #:Water Rights DatabaseDatabase:
G38
North
1/4 - 1/2 Mile
Higher
UTDNR2000178089UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
W. F. And Lola Fern MccumberOwner:0Well ID:
.033Cubic ft/sec:Domestic,Irrigation,Uses:
19370803Priority Date:Appeal to Appropriate CertificatedStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-132Water Right #:Water Rights DatabaseDatabase:
G37
North
1/4 - 1/2 Mile
Higher
UTDNR2000175037UT WELLS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC6080985.2s Page A-22
Underground Water WellSupply Source:WRWater Right Type:
James A. And Altha E. JarvisOwner:0Well ID:
.002Cubic ft/sec:Domestic,Irrigation,Stockwatering,Uses:
1900Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-5852Water Right #:Water Rights DatabaseDatabase:
44
South
1/4 - 1/2 Mile
Higher
UTDNR2000180329UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Hugo G. ReichertOwner:0Well ID:
.027Cubic ft/sec:Other,Uses:
1934Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-6723Water Right #:Water Rights DatabaseDatabase:
43
ENE
1/4 - 1/2 Mile
Higher
UTDNR2000181310UT WELLS
Underground Water WellSupply Source:
WRWater Right Type:Ray C. FredricksonOwner:
861Well ID:.015Cubic ft/sec:
Domestic,Uses:19460404Priority Date:
Appeal to Appropriate No Proof RequiredStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-1088Water Right #:Water Rights DatabaseDatabase:
E42
South
1/4 - 1/2 Mile
Higher
UTDNR2000174747UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
John H. GoldOwner:0Well ID:
.022Cubic ft/sec:Domestic,Irrigation,Stockwatering,Uses:
1900Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-7156Water Right #:Water Rights DatabaseDatabase:
F41
SSW
1/4 - 1/2 Mile
Lower
UTDNR2000181799UT WELLS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC6080985.2s Page A-23
Underground Water WellSupply Source:WRWater Right Type:
Utah Pickle CompanyOwner:858Well ID:
.067Cubic ft/sec:Other,Uses:
19390922Priority Date:Appeal to Appropriate CertificatedStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-248Water Right #:Water Rights DatabaseDatabase:
I48
NNW
1/4 - 1/2 Mile
Higher
UTDNR2000176410UT WELLS
Underground Water WellSupply Source:
WRWater Right Type:Otis P. TilleryOwner:
0Well ID:.015Cubic ft/sec:
Domestic,Irrigation,Other,Stockwatering,Uses:
1916Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-3955Water Right #:Water Rights DatabaseDatabase:
H47
SSW
1/4 - 1/2 Mile
Lower
UTDNR2000178203UT WELLS
Underground Water WellSupply Source:
WRWater Right Type:Otis P. TilleryOwner:
0Well ID:.015Cubic ft/sec:
Domestic,Irrigation,Other,Stockwatering,Uses:
1928Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-3954Water Right #:Water Rights DatabaseDatabase:
H46
SSW
1/4 - 1/2 Mile
Lower
UTDNR2000178202UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
American Foundry And Machine CompanyOwner:860Well ID:
1Cubic ft/sec:Other,Uses:
19530427Priority Date:Appeal to Appropriate CertificatedStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-2281Water Right #:Water Rights DatabaseDatabase:
45
NW
1/4 - 1/2 Mile
Lower
UTDNR2000176138UT WELLS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC6080985.2s Page A-24
Underground Water WellSupply Source:WRWater Right Type:
Cate Equipment CompanyOwner:0Well ID:
.033Cubic ft/sec:Domestic,Irrigation,Uses:
1934Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-7241Water Right #:Water Rights DatabaseDatabase:
L52
WSW
1/4 - 1/2 Mile
Lower
UTDNR2000181891UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
G. L. & M. T. HardmanOwner:0Well ID:
.027Cubic ft/sec:Domestic,Stockwatering,Uses:
1915Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-5821Water Right #:Water Rights DatabaseDatabase:
K51
SW
1/4 - 1/2 Mile
Lower
UTDNR2000180294UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
John P. FlahertyOwner:0Well ID:
.004Cubic ft/sec:Domestic,Irrigation,Uses:
1905Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-5967Water Right #:Water Rights DatabaseDatabase:
J50
SSW
1/4 - 1/2 Mile
Lower
UTDNR2000180457UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Utah Pickle CompanyOwner:0Well ID:
.067Cubic ft/sec:Other,Uses:
1884Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-4095Water Right #:Water Rights DatabaseDatabase:
I49
NNW
1/4 - 1/2 Mile
Higher
UTDNR2000178364UT WELLS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC6080985.2s Page A-25
Underground Water WellSupply Source:WRWater Right Type:
Thomas ReadOwner:0Well ID:
.033Cubic ft/sec:Domestic,Irrigation,Uses:
1916Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-5972Water Right #:Water Rights DatabaseDatabase:
J56
SSW
1/2 - 1 Mile
Lower
UTDNR2000180463UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Wilhelm L. StollOwner:0Well ID:
.033Cubic ft/sec:Not ReportedUses:
1890Priority Date:Underground Water Claim DisallowedStatus:
Terminated; right most likely consolidatedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
59-1602Water Right #:Water Rights DatabaseDatabase:
L55
WSW
1/2 - 1 Mile
Lower
UTDNR2000185193UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Anna L. ColeOwner:878Well ID:
.045Cubic ft/sec:Domestic,Irrigation,Stockwatering,Uses:
1916Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-5333Water Right #:Water Rights DatabaseDatabase:
54
SSW
1/2 - 1 Mile
Lower
UTDNR2000179750UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Tressa DellOwner:0Well ID:
.007Cubic ft/sec:Domestic,Uses:
1899Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-7943Water Right #:Water Rights DatabaseDatabase:
J53
SSW
1/2 - 1 Mile
Lower
UTDNR2000182663UT WELLS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC6080985.2s Page A-26
Underground Water WellSupply Source:
WRWater Right Type:Geo O. LarsonOwner:
0Well ID:.089Cubic ft/sec:
Domestic,Irrigation,Other,Stockwatering,Uses:
1896Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-7287Water Right #:Water Rights DatabaseDatabase:
60
East
1/2 - 1 Mile
Higher
UTDNR2000181940UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Geroge A. & Bessie C. HoltOwner:0Well ID:
.033Cubic ft/sec:Other,Uses:
193404Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-5545Water Right #:Water Rights DatabaseDatabase:
M59
ENE
1/2 - 1 Mile
Higher
UTDNR2000179987UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
George A. & Bessie C. HoltOwner:0Well ID:
.009Cubic ft/sec:Other,Uses:
193502Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-5546Water Right #:Water Rights DatabaseDatabase:
M58
ENE
1/2 - 1 Mile
Higher
UTDNR2000179988UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
George A. & Bessie C. HoltOwner:0Well ID:
.004Cubic ft/sec:Other,Uses:
193502Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-5547Water Right #:Water Rights DatabaseDatabase:
M57
ENE
1/2 - 1 Mile
Higher
UTDNR2000179989UT WELLS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC6080985.2s Page A-27
Not ReportedWell Hole Depth Units: Not ReportedWell Hole Depth:
ftWell Depth Units: 815Well Depth:
19420101Construction Date: Not ReportedAquifer Type:
Valley FillFormation Type: Not ReportedAquifer:
Not ReportedContrib Drainage Area Unts: Not ReportedContrib Drainage Area:
Not ReportedDrainage Area Units: Not ReportedDrainage Area:
16020204HUC: Not ReportedDescription:
WellType: (C- 1- 1)13bba- 1Monitor Location:
USGS Utah Water Science CenterOrganization Name: USGS-UTOrganization ID:
K64
SW
1/2 - 1 Mile
Lower
USGS40001191011FED USGS
Underground Water WellSupply Source:WRWater Right Type:
Equity Finance CompanyOwner:0Well ID:
.027Cubic ft/sec:Domestic,Irrigation,Uses:
1910Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-6318Water Right #:Water Rights DatabaseDatabase:
N63
East
1/2 - 1 Mile
Higher
UTDNR2000180857UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Anna TeterOwner:0Well ID:
.009Cubic ft/sec:Domestic,Uses:
1917Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-5397Water Right #:Water Rights DatabaseDatabase:
62
SSW
1/2 - 1 Mile
Lower
UTDNR2000179822UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
D. A. RobinsonOwner:0Well ID:
.028Cubic ft/sec:Other,Uses:
19630523Priority Date:Appeal to Appropriate CertificatedStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-3315Water Right #:Water Rights DatabaseDatabase:
61
NNW
1/2 - 1 Mile
Higher
UTDNR2000177476UT WELLS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC6080985.2s Page A-28
Not ReportedWell Hole Depth Units: Not ReportedWell Hole Depth:
ftWell Depth Units: 650Well Depth:
19420101Construction Date: Not ReportedAquifer Type:
Valley FillFormation Type: Not ReportedAquifer:
Not ReportedContrib Drainage Area Unts: Not ReportedContrib Drainage Area:
Not ReportedDrainage Area Units: Not ReportedDrainage Area:
16020204HUC: Not ReportedDescription:
WellType: (C- 1- 1)13bba- 2Monitor Location:
USGS Utah Water Science CenterOrganization Name: USGS-UTOrganization ID:
O67
SW
1/2 - 1 Mile
Lower
USGS40001191012FED USGS
Underground Water WellSupply Source:
WRWater Right Type:Inc. Sun Photo ServiceOwner:
748Well ID:45.91Cubic ft/sec:
Not ReportedUses:19690606Priority Date:
Appeal to Appropriate Permanently LapsedStatus:
Terminated; right most likely consolidatedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-7722Water Right #:Water Rights DatabaseDatabase:
66
ESE
1/2 - 1 Mile
Higher
UTDNR2000182396UT WELLS
Not ReportedNote:
Not ReportedFeet to sea level: -2.00Feet below surface:
1937-07-20Level reading date: 1Ground water levels,Number of Measurements:
Not ReportedWell Hole Depth Units: Not ReportedWell Hole Depth:
ftWell Depth Units: 185Well Depth:
19160101Construction Date: Not ReportedAquifer Type:
Valley FillFormation Type: Not ReportedAquifer:
Not ReportedContrib Drainage Area Unts: Not ReportedContrib Drainage Area:
Not ReportedDrainage Area Units: Not ReportedDrainage Area:
16020204HUC: Not ReportedDescription:
WellType: (C- 1- 1)12cdc- 2Monitor Location:
USGS Utah Water Science CenterOrganization Name: USGS-UTOrganization ID:
65
SW
1/2 - 1 Mile
Lower
USGS40001191016FED USGS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC6080985.2s Page A-29
Underground Water WellSupply Source:WRWater Right Type:
Portland Cement Company Of UtahOwner:0Well ID:
.6Cubic ft/sec:Domestic,Other,Uses:
19770505Priority Date:Appeal to Appropriate RejectedStatus:
Terminated; right most likely consolidatedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-8272Water Right #:Water Rights DatabaseDatabase:
P71
WNW
1/2 - 1 Mile
Lower
UTDNR2000183008UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Salt Lake Milk Producers AssociationOwner:0Well ID:
.668Cubic ft/sec:Domestic,Irrigation,Other,Uses:
1934Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-7072Water Right #:Water Rights DatabaseDatabase:
N70
East
1/2 - 1 Mile
Higher
UTDNR2000181706UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Terry And Woodruff Company BrownOwner:0Well ID:
0Cubic ft/sec:Not ReportedUses:
Not ReportedPriority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-7135Water Right #:Water Rights DatabaseDatabase:
M69
ENE
1/2 - 1 Mile
Lower
UTDNR2000181776UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Miller Family Real Estate, L.L.C.Owner:863Well ID:
.46Cubic ft/sec:Irrigation,Other,Uses:
19420421Priority Date:Appeal to Appropriate CertificatedStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-658Water Right #:Water Rights DatabaseDatabase:
O68
SW
1/2 - 1 Mile
Lower
UTDNR2000181148UT WELLS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC6080985.2s Page A-30
Underground Water WellSupply Source:WRWater Right Type:
Cora G. BennettOwner:0Well ID:
.067Cubic ft/sec:Domestic,Irrigation,Stockwatering,Uses:
1916Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-6268Water Right #:Water Rights DatabaseDatabase:
R75
South
1/2 - 1 Mile
Lower
UTDNR2000180801UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Frank RedfordOwner:0Well ID:
.025Cubic ft/sec:Domestic,Uses:
1905Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-6865Water Right #:Water Rights DatabaseDatabase:
Q74
South
1/2 - 1 Mile
Higher
UTDNR2000181473UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Leo MundingOwner:0Well ID:
.011Cubic ft/sec:Domestic,Irrigation,Uses:
1933Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-6280Water Right #:Water Rights DatabaseDatabase:
Q73
South
1/2 - 1 Mile
Higher
UTDNR2000180816UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Miller Family Real Estate, L.L.C.Owner:862Well ID:
.46Cubic ft/sec:Irrigation,Other,Uses:
19420421Priority Date:Appeal to Appropriate CertificatedStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-658Water Right #:Water Rights DatabaseDatabase:
O72
SW
1/2 - 1 Mile
Lower
UTDNR2000181147UT WELLS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC6080985.2s Page A-31
Non-Production Well: UnknownSupply Source:
NPWater Right Type:Secor International Inc.Owner:
24661Well ID:0Cubic ft/sec:
Not ReportedUses:Not ReportedPriority Date:
Appeal to Appropriate ApprovedStatus:ApprovedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
0157009M00Water Right #:Water Rights DatabaseDatabase:
S79
NW
1/2 - 1 Mile
Lower
UTDNR2000000730UT WELLS
Underground Water WellSupply Source:
WRWater Right Type:J. M. CummingsOwner:
883Well ID:.015Cubic ft/sec:
Domestic,Uses:19500321Priority Date:
Appeal to Appropriate No Proof RequiredStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-1732Water Right #:Water Rights DatabaseDatabase:
78
SE
1/2 - 1 Mile
Higher
UTDNR2000175496UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Charles A. JensonOwner:0Well ID:
.008Cubic ft/sec:Domestic,Irrigation,Stockwatering,Uses:
1908Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-6291Water Right #:Water Rights DatabaseDatabase:
77
South
1/2 - 1 Mile
Higher
UTDNR2000180828UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Cora G. BennettOwner:0Well ID:
.004Cubic ft/sec:Domestic,Irrigation,Stockwatering,Uses:
1916Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-6267Water Right #:Water Rights DatabaseDatabase:
R76
South
1/2 - 1 Mile
Lower
UTDNR2000180800UT WELLS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC6080985.2s Page A-32
Underground Water WellSupply Source:WRWater Right Type:
John E. DooleyOwner:0Well ID:
.027Cubic ft/sec:Domestic,Irrigation,Uses:
1904Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-7035Water Right #:Water Rights DatabaseDatabase:
R81
South
1/2 - 1 Mile
Lower
UTDNR2000181666UT WELLS
Not ReportedNote: Not ReportedFeet to sea level:
8.5Feet below surface: 1982-02-02Level reading date:
Not ReportedNote: Not ReportedFeet to sea level:
9.9Feet below surface: 1982-03-03Level reading date:
Not ReportedNote: Not ReportedFeet to sea level:
9.1Feet below surface: 1982-04-09Level reading date:
Not ReportedNote: Not ReportedFeet to sea level:
9.3Feet below surface: 1982-04-30Level reading date:
Not ReportedNote: Not ReportedFeet to sea level:
9.7Feet below surface: 1982-05-25Level reading date:
Not ReportedNote: Not ReportedFeet to sea level:
9.8Feet below surface: 1982-06-15Level reading date:
Not ReportedNote: Not ReportedFeet to sea level:
10.0Feet below surface: 1982-07-13Level reading date:
Not ReportedNote:
Not ReportedFeet to sea level: 10.70Feet below surface:
1990-05-03Level reading date: 8Ground water levels,Number of Measurements:
ftWell Hole Depth Units: 15Well Hole Depth:
ftWell Depth Units: 15Well Depth:
19820101Construction Date: Not ReportedAquifer Type:
Not ReportedFormation Type: Not ReportedAquifer:
Not ReportedContrib Drainage Area Unts: Not ReportedContrib Drainage Area:
Not ReportedDrainage Area Units: Not ReportedDrainage Area:
16020204HUC: Not ReportedDescription:
Well: Test hole not completed as a wellType:
(C- 1- 1)13abd- 1Monitor Location:
USGS Utah Water Science CenterOrganization Name: USGS-UTOrganization ID:
Q80
SSE
1/2 - 1 Mile
Higher
USGS40001190986FED USGS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC6080985.2s Page A-33
Underground Water WellSupply Source:WRWater Right Type:
Mrs. W. G. GrimsdellOwner:0Well ID:
.065Cubic ft/sec:Domestic,Irrigation,Stockwatering,Uses:
1885Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-5141Water Right #:Water Rights DatabaseDatabase:
85
West
1/2 - 1 Mile
Lower
UTDNR2000179535UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
J. J. HardmanOwner:0Well ID:
.022Cubic ft/sec:Domestic,Stockwatering,Uses:
1926Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-5429Water Right #:Water Rights DatabaseDatabase:
84
WSW
1/2 - 1 Mile
Lower
UTDNR2000179859UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Rula PlantOwner:0Well ID:
.1Cubic ft/sec:Domestic,Irrigation,Stockwatering,Uses:
1914Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-7284Water Right #:Water Rights DatabaseDatabase:
Q83
South
1/2 - 1 Mile
Higher
UTDNR2000181937UT WELLS
Not ReportedSupply Source:WRWater Right Type:
Toxi-Tech Control Inc.Owner:0Well ID:
0Cubic ft/sec:Other,Uses:
19940627Priority Date:Appeal to Appropriate ExpiredStatus:
Terminated; right most likely consolidatedApplication Status:
SurfaceType of Diversion:Not ReportedExchange #:
57-10091Water Right #:Water Rights DatabaseDatabase:
T82
SSW
1/2 - 1 Mile
Lower
UTDNR2000173548UT WELLS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC6080985.2s Page A-34
Non-Production Well: MonitorSupply Source:NPWater Right Type:
Earth Probe Environmental Field Services, Inc.Owner:
33309Well ID:0Cubic ft/sec:
Not ReportedUses:Not ReportedPriority Date:
Appeal to Appropriate ApprovedStatus:ApprovedApplication Status:
Abandonded WellType of Diversion:Not ReportedExchange #:
0559002M00Water Right #:Water Rights DatabaseDatabase:
U89
NW
1/2 - 1 Mile
Lower
UTDNR2000002995UT WELLS
Underground Water WellSupply Source:
WRWater Right Type:J. M. ChristensenOwner:
880Well ID:.015Cubic ft/sec:
Domestic,Uses:19530925Priority Date:
Appeal to Appropriate No Proof RequiredStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-2362Water Right #:Water Rights DatabaseDatabase:
T88
SSW
1/2 - 1 Mile
Lower
UTDNR2000176229UT WELLS
Non-Production Well: UnknownSupply Source:
NPWater Right Type:SecorOwner:
26560Well ID:0Cubic ft/sec:
Not ReportedUses:Not ReportedPriority Date:
Appeal to Appropriate ApprovedStatus:ApprovedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
0357009M00Water Right #:Water Rights DatabaseDatabase:
P87
WNW
1/2 - 1 Mile
Higher
UTDNR2000001769UT WELLS
Non-Production Well: UnknownSupply Source:
NPWater Right Type:SecorOwner:
26561Well ID:0Cubic ft/sec:
Not ReportedUses:Not ReportedPriority Date:
Appeal to Appropriate ApprovedStatus:ApprovedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
0357009M00Water Right #:Water Rights DatabaseDatabase:
S86
NW
1/2 - 1 Mile
Higher
UTDNR2000001770UT WELLS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC6080985.2s Page A-35
Underground Water WellSupply Source:WRWater Right Type:
Theodore Wilford PlesciaOwner:0Well ID:
.278Cubic ft/sec:Domestic,Irrigation,Uses:
1910Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-5568Water Right #:Water Rights DatabaseDatabase:
V93
SE
1/2 - 1 Mile
Higher
UTDNR2000180012UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Joseph B. SmithOwner:0Well ID:
.027Cubic ft/sec:Domestic,Irrigation,Stockwatering,Uses:
1902Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-6866Water Right #:Water Rights DatabaseDatabase:
R92
South
1/2 - 1 Mile
Lower
UTDNR2000181474UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Louis S. PongOwner:0Well ID:
.022Cubic ft/sec:Domestic,Stockwatering,Uses:
1925Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-5842Water Right #:Water Rights DatabaseDatabase:
R91
South
1/2 - 1 Mile
Lower
UTDNR2000180318UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Ralph R. GrenOwner:0Well ID:
.045Cubic ft/sec:Domestic,Irrigation,Stockwatering,Uses:
1928Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-5753Water Right #:Water Rights DatabaseDatabase:
T90
SSW
1/2 - 1 Mile
Lower
UTDNR2000180219UT WELLS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC6080985.2s Page A-36
Underground Water WellSupply Source:WRWater Right Type:
Ada WhitakerOwner:0Well ID:
.089Cubic ft/sec:Domestic,Irrigation,Stockwatering,Uses:
1894Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-7238Water Right #:Water Rights DatabaseDatabase:
97
SSE
1/2 - 1 Mile
Higher
UTDNR2000181887UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Victor L. PetersonOwner:0Well ID:
.007Cubic ft/sec:Domestic,Irrigation,Stockwatering,Uses:
1917Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-6294Water Right #:Water Rights DatabaseDatabase:
96
South
1/2 - 1 Mile
Lower
UTDNR2000180830UT WELLS
Non-Production Well: UnknownSupply Source:
NPWater Right Type:SecorOwner:
26562Well ID:0Cubic ft/sec:
Not ReportedUses:Not ReportedPriority Date:
Appeal to Appropriate ApprovedStatus:ApprovedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
0357009M00Water Right #:Water Rights DatabaseDatabase:
U95
NW
1/2 - 1 Mile
Lower
UTDNR2000001772UT WELLS
Underground Water WellSupply Source:
WRWater Right Type:Alvin JacksonOwner:
868Well ID:.015Cubic ft/sec:
Domestic,Irrigation,Uses:19400708Priority Date:
Appeal to Appropriate No Proof RequiredStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-422Water Right #:Water Rights DatabaseDatabase:
T94
SSW
1/2 - 1 Mile
Lower
UTDNR2000178508UT WELLS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC6080985.2s Page A-37
Non-Production Well: UnknownSupply Source:
NPWater Right Type:SecorOwner:
26563Well ID:0Cubic ft/sec:
Not ReportedUses:Not ReportedPriority Date:
Appeal to Appropriate ApprovedStatus:ApprovedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
0357009M00Water Right #:Water Rights DatabaseDatabase:
U101
NW
1/2 - 1 Mile
Lower
UTDNR2000001771UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Polar Ice Co. Incorp.Owner:0Well ID:
.078Cubic ft/sec:Other,Uses:
193206Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-5807Water Right #:Water Rights DatabaseDatabase:
V100
ESE
1/2 - 1 Mile
Higher
UTDNR2000180278UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Polar Ice Co. Incorp.Owner:0Well ID:
.056Cubic ft/sec:Other,Uses:
193206Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-5806Water Right #:Water Rights DatabaseDatabase:
V99
ESE
1/2 - 1 Mile
Higher
UTDNR2000180277UT WELLS
Underground Water WellSupply Source:
WRWater Right Type:SummumOwner:
0Well ID:1Cubic ft/sec:
Irrigation,Uses:1934Priority Date:
Pending Adjudication ClaimStatus:UnapprovedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-7679Water Right #:Water Rights DatabaseDatabase:
98
WNW
1/2 - 1 Mile
Lower
UTDNR2000182361UT WELLS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC6080985.2s Page A-38
Underground Water WellSupply Source:WRWater Right Type:
R. M. ForrestOwner:0Well ID:
.002Cubic ft/sec:Domestic,Irrigation,Uses:
19370715Priority Date:Appeal to Appropriate CertificatedStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-179Water Right #:Water Rights DatabaseDatabase:
X105
WSW
1/2 - 1 Mile
Lower
UTDNR2000175560UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
A. H. ColeOwner:0Well ID:
.022Cubic ft/sec:Domestic,Irrigation,Stockwatering,Uses:
1908Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-6696Water Right #:Water Rights DatabaseDatabase:
W104
South
1/2 - 1 Mile
Higher
UTDNR2000181279UT WELLS
Non-Production Well: UnknownSupply Source:
NPWater Right Type:Secor International Inc.Owner:
24663Well ID:0Cubic ft/sec:
Not ReportedUses:Not ReportedPriority Date:
Appeal to Appropriate ApprovedStatus:ApprovedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
0157009M00Water Right #:Water Rights DatabaseDatabase:
103
WNW
1/2 - 1 Mile
Higher
UTDNR2000000727UT WELLS
Non-Production Well: UnknownSupply Source:
NPWater Right Type:Secor International Inc.Owner:
24660Well ID:0Cubic ft/sec:
Not ReportedUses:Not ReportedPriority Date:
Appeal to Appropriate ApprovedStatus:ApprovedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
0157009M00Water Right #:Water Rights DatabaseDatabase:
U102
NW
1/2 - 1 Mile
Lower
UTDNR2000000729UT WELLS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC6080985.2s Page A-39
Underground Water WellSupply Source:WRWater Right Type:
W. H. BawdenOwner:0Well ID:
.033Cubic ft/sec:Irrigation,Uses:
19340615Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-6276Water Right #:Water Rights DatabaseDatabase:
109
SSE
1/2 - 1 Mile
Higher
UTDNR2000180811UT WELLS
Underground Water WellSupply Source:
WRWater Right Type:N. B. DodgeOwner:
0Well ID:.015Cubic ft/sec:
Domestic,Irrigation,Uses:19500131Priority Date:
Appeal to Appropriate No Proof RequiredStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-224Water Right #:Water Rights DatabaseDatabase:
X108
WSW
1/2 - 1 Mile
Lower
UTDNR2000176076UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Hyrum ThomsonOwner:0Well ID:
.223Cubic ft/sec:Domestic,Irrigation,Stockwatering,Uses:
1902Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-5723Water Right #:Water Rights DatabaseDatabase:
Y107
NNW
1/2 - 1 Mile
Lower
UTDNR2000180186UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Byard R. And/Or Elda TuftOwner:0Well ID:
.015Cubic ft/sec:Irrigation,Uses:
1934Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-7927Water Right #:Water Rights DatabaseDatabase:
W106
South
1/2 - 1 Mile
Higher
UTDNR2000182644UT WELLS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC6080985.2s Page A-40
Underground Water WellSupply Source:WRWater Right Type:
Jesse WatsonOwner:0Well ID:
.022Cubic ft/sec:Domestic,Irrigation,Stockwatering,Uses:
1900Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-6946Water Right #:Water Rights DatabaseDatabase:
Y113
NNW
1/2 - 1 Mile
Lower
UTDNR2000181563UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Mrs. Fonda L. MellenOwner:429104Well ID:
.023Cubic ft/sec:Irrigation,Uses:
19610511Priority Date:Appeal to Appropriate CertificatedStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-3166Water Right #:Water Rights DatabaseDatabase:
X112
WSW
1/2 - 1 Mile
Lower
UTDNR2000177310UT WELLS
Non-Production Well: UnknownSupply Source:
NPWater Right Type:Secor International Inc.Owner:
24659Well ID:0Cubic ft/sec:
Not ReportedUses:Not ReportedPriority Date:
Appeal to Appropriate ApprovedStatus:ApprovedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
0157009M00Water Right #:Water Rights DatabaseDatabase:
111
NW
1/2 - 1 Mile
Lower
UTDNR2000000728UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Zions Securities CorporationOwner:0Well ID:
.022Cubic ft/sec:Domestic,Stockwatering,Uses:
1920Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-6283Water Right #:Water Rights DatabaseDatabase:
Z110
SW
1/2 - 1 Mile
Lower
UTDNR2000180819UT WELLS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC6080985.2s Page A-41
Underground Water WellSupply Source:WRWater Right Type:
Frank YancharOwner:0Well ID:
.008Cubic ft/sec:Domestic,Uses:
1920Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-5245Water Right #:Water Rights DatabaseDatabase:
AA117
WSW
1/2 - 1 Mile
Lower
UTDNR2000179651UT WELLS
Non-Production Well: UnknownSupply Source:
NPWater Right Type:SaicOwner:
27774Well ID:0Cubic ft/sec:
Not ReportedUses:Not ReportedPriority Date:
Appeal to Appropriate ApprovedStatus:ApprovedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
0359015M00Water Right #:Water Rights DatabaseDatabase:
116
NNE
1/2 - 1 Mile
Higher
UTDNR2000001832UT WELLS
Non-Production Well: UnknownSupply Source:
NPWater Right Type:Secor International Inc.Owner:
24662Well ID:0Cubic ft/sec:
Not ReportedUses:Not ReportedPriority Date:
Appeal to Appropriate ApprovedStatus:ApprovedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
0157009M00Water Right #:Water Rights DatabaseDatabase:
115
NW
1/2 - 1 Mile
Higher
UTDNR2000000726UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Gertrude H. HolzOwner:0Well ID:
.033Cubic ft/sec:Domestic,Irrigation,Uses:
1911Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-6093Water Right #:Water Rights DatabaseDatabase:
114
South
1/2 - 1 Mile
Lower
UTDNR2000180600UT WELLS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC6080985.2s Page A-42
Underground Water WellSupply Source:WRWater Right Type:
William H. EdwardsOwner:0Well ID:
.013Cubic ft/sec:Domestic,Irrigation,Uses:
19741206Priority Date:Appeal to Appropriate CertificatedStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-8015Water Right #:Water Rights DatabaseDatabase:
Z121
SW
1/2 - 1 Mile
Lower
UTDNR2000182749UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Charles J. ChristiansenOwner:0Well ID:
.004Cubic ft/sec:Domestic,Irrigation,Uses:
1933Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-4521Water Right #:Water Rights DatabaseDatabase:
120
WSW
1/2 - 1 Mile
Lower
UTDNR2000178847UT WELLS
Non-Production Well: UnknownSupply Source:
NPWater Right Type:SecorOwner:
26564Well ID:0Cubic ft/sec:
Not ReportedUses:Not ReportedPriority Date:
Appeal to Appropriate ApprovedStatus:ApprovedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
0357009M00Water Right #:Water Rights DatabaseDatabase:
AB119
NW
1/2 - 1 Mile
Higher
UTDNR2000001768UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Cooperative Security CorporationOwner:3766Well ID:
.342Cubic ft/sec:Other,Uses:
19681210Priority Date:Appeal to Appropriate CertificatedStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-7608Water Right #:Water Rights DatabaseDatabase:
118
WNW
1/2 - 1 Mile
Higher
UTDNR2000182269UT WELLS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC6080985.2s Page A-43
Underground Water WellSupply Source:WRWater Right Type:
Colorado Milling And Elevator CompanyOwner:0Well ID:
.067Cubic ft/sec:Other,Uses:
1924Priority Date:Underground Water Claim TerminatedStatus:
Terminated; right most likely consolidatedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-5372Water Right #:Water Rights DatabaseDatabase:
125
NNW
1/2 - 1 Mile
Higher
UTDNR2000179793UT WELLS
Non-Production Well: Closed Loop Heat ExchangeSupply Source:
NPWater Right Type:Salt Lake CountyOwner:
435140Well ID:0Cubic ft/sec:
Not ReportedUses:Not ReportedPriority Date:
Appeal to Appropriate ApprovedStatus:ApprovedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
1157018M00Water Right #:Water Rights DatabaseDatabase:
AC124
NE
1/2 - 1 Mile
Higher
UTDNR2000006544UT WELLS
Non-Production Well: Closed Loop Heat ExchangeSupply Source:
NPWater Right Type:Salt Lake CountyOwner:
435141Well ID:0Cubic ft/sec:
Not ReportedUses:Not ReportedPriority Date:
Appeal to Appropriate ApprovedStatus:ApprovedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
1157018M00Water Right #:Water Rights DatabaseDatabase:
AC123
NE
1/2 - 1 Mile
Higher
UTDNR2000006543UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
William H. EdwardsOwner:0Well ID:
.013Cubic ft/sec:Domestic,Uses:
19810918Priority Date:Appeal to Appropriate CertificatedStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-8613Water Right #:Water Rights DatabaseDatabase:
Z122
SW
1/2 - 1 Mile
Lower
UTDNR2000183391UT WELLS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC6080985.2s Page A-44
Underground Water WellSupply Source:WRWater Right Type:
Clarence LailOwner:0Well ID:
.015Cubic ft/sec:Domestic,Uses:
19580203Priority Date:Appeal to Appropriate RejectedStatus:
Terminated; right most likely consolidatedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-2868Water Right #:Water Rights DatabaseDatabase:
AA129
WSW
1/2 - 1 Mile
Lower
UTDNR2000176883UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Raymond B. And Fern C. SpencerOwner:0Well ID:
.111Cubic ft/sec:Stockwatering,Uses:
190709Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
59-2345Water Right #:Water Rights DatabaseDatabase:
AB128
NW
1/2 - 1 Mile
Higher
UTDNR2000186561UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Earl H. GreenOwner:0Well ID:
.033Cubic ft/sec:Domestic,Irrigation,Uses:
1910Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-7225Water Right #:Water Rights DatabaseDatabase:
AD127
East
1/2 - 1 Mile
Higher
UTDNR2000181875UT WELLS
Underground Water WellSupply Source:
WRWater Right Type:Mrs. Earl H. GreenOwner:
0Well ID:.015Cubic ft/sec:
Domestic,Irrigation,Uses:19440627Priority Date:
Appeal to Appropriate No Proof RequiredStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-857Water Right #:Water Rights DatabaseDatabase:
AD126
East
1/2 - 1 Mile
Higher
UTDNR2000183334UT WELLS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC6080985.2s Page A-45
Underground Water DrainSupply Source:WRWater Right Type:
W. W. HailesOwner:0Well ID:
.223Cubic ft/sec:Irrigation,Uses:
1924Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-7360Water Right #:Water Rights DatabaseDatabase:
AA133
WSW
1/2 - 1 Mile
Lower
UTDNR2000182022UT WELLS
Underground Water WellSupply Source:
WRWater Right Type:Harold F. StewartOwner:
869Well ID:.015Cubic ft/sec:
Domestic,Uses:19460225Priority Date:
Appeal to Appropriate No Proof RequiredStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-1053Water Right #:Water Rights DatabaseDatabase:
132
South
1/2 - 1 Mile
Higher
UTDNR2000174708UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Clarence LailOwner:0Well ID:
.015Cubic ft/sec:Domestic,Uses:
19580203Priority Date:Appeal to Appropriate RejectedStatus:
Terminated; right most likely consolidatedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-2870Water Right #:Water Rights DatabaseDatabase:
AA131
WSW
1/2 - 1 Mile
Lower
UTDNR2000176886UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Clarence LailOwner:0Well ID:
.015Cubic ft/sec:Domestic,Uses:
19580203Priority Date:Appeal to Appropriate RejectedStatus:
Terminated; right most likely consolidatedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-2869Water Right #:Water Rights DatabaseDatabase:
AA130
WSW
1/2 - 1 Mile
Lower
UTDNR2000176884UT WELLS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC6080985.2s Page A-46
Underground Water WellsSupply Source:WRWater Right Type:
Envirosearch InternationalOwner:0Well ID:
.033Cubic ft/sec:Other,Uses:
19920629Priority Date:Appeal to Appropriate ExpiredStatus:
Terminated; right most likely consolidatedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-8979Water Right #:Water Rights DatabaseDatabase:
AE137
NW
1/2 - 1 Mile
Lower
UTDNR2000184059UT WELLS
Non-Production Well: UnknownSupply Source:
NPWater Right Type:Scola/Envirosearch, CraigOwner:
2728Well ID:0Cubic ft/sec:
Not ReportedUses:Not ReportedPriority Date:
Appeal to Appropriate ApprovedStatus:ApprovedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
9335003M00Water Right #:Water Rights DatabaseDatabase:
AE136
NW
1/2 - 1 Mile
Lower
UTDNR2000010014UT WELLS
Underground Water Wells (shallow aquifer only)Supply Source:
WRWater Right Type:
Jordan Valley Water Conservancy DistrictOwner:
0Well ID:1.8Cubic ft/sec:
Municipal,Uses:19991230Priority Date:
Appeal to Appropriate UnapprovedStatus:UnapprovedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-10220Water Right #:Water Rights DatabaseDatabase:
135
North
1/2 - 1 Mile
Higher
UTDNR2000173862UT WELLS
Underground Water WellSupply Source:
WRWater Right Type:August J. TadjeOwner:
0Well ID:.015Cubic ft/sec:
Domestic,Irrigation,Uses:19430524Priority Date:
Appeal to Appropriate No Proof RequiredStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-755Water Right #:Water Rights DatabaseDatabase:
134
West
1/2 - 1 Mile
Lower
UTDNR2000182195UT WELLS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC6080985.2s Page A-47
Non-Production Well: UnknownSupply Source:
NPWater Right Type:Bingham EnvironmentalOwner:
9035Well ID:0Cubic ft/sec:
Not ReportedUses:Not ReportedPriority Date:
Appeal to Appropriate ApprovedStatus:ApprovedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
9557006M00Water Right #:Water Rights DatabaseDatabase:
141
NNE
1/2 - 1 Mile
Higher
UTDNR2000011224UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
D. J. HanksOwner:0Well ID:
.033Cubic ft/sec:Domestic,Irrigation,Stockwatering,Uses:
1905Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-5041Water Right #:Water Rights DatabaseDatabase:
AF140
ESE
1/2 - 1 Mile
Higher
UTDNR2000179423UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Autonomy IncorporatedOwner:0Well ID:
.055Cubic ft/sec:Domestic,Irrigation,Other,Uses:
19830825Priority Date:Appeal to Appropriate CertificatedStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-8694Water Right #:Water Rights DatabaseDatabase:
139
SE
1/2 - 1 Mile
Higher
UTDNR2000183510UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Mark And Rachel KartchnerOwner:0Well ID:
.111Cubic ft/sec:Domestic,Irrigation,Stockwatering,Uses:
1928Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-5640Water Right #:Water Rights DatabaseDatabase:
AD138
East
1/2 - 1 Mile
Higher
UTDNR2000180093UT WELLS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC6080985.2s Page A-48
Underground Water WellSupply Source:WRWater Right Type:
C. W. HoggeOwner:0Well ID:
.011Cubic ft/sec:Domestic,Irrigation,Uses:
1910Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-6904Water Right #:Water Rights DatabaseDatabase:
AH145
East
1/2 - 1 Mile
Higher
UTDNR2000181517UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Elizabeth ReichertOwner:0Well ID:
.022Cubic ft/sec:Domestic,Irrigation,Uses:
1900Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-6722Water Right #:Water Rights DatabaseDatabase:
AG144
East
1/2 - 1 Mile
Higher
UTDNR2000181309UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Heber FranklandOwner:0Well ID:
.022Cubic ft/sec:Domestic,Irrigation,Uses:
1911Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-7045Water Right #:Water Rights DatabaseDatabase:
AF143
East
1/2 - 1 Mile
Higher
UTDNR2000181677UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Salt Lake City CorporationOwner:0Well ID:
.067Cubic ft/sec:Irrigation,Municipal,Uses:
1900Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-4954Water Right #:Water Rights DatabaseDatabase:
142
ENE
1/2 - 1 Mile
Higher
UTDNR2000179324UT WELLS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC6080985.2s Page A-49
Underground Water WellSupply Source:WRWater Right Type:
Micahel StokerOwner:0Well ID:
.022Cubic ft/sec:Domestic,Irrigation,Stockwatering,Uses:
1916Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-6867Water Right #:Water Rights DatabaseDatabase:
AF149
ESE
1/2 - 1 Mile
Higher
UTDNR2000181475UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Michael StokerOwner:0Well ID:
.022Cubic ft/sec:Domestic,Irrigation,Uses:
191607Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-3861Water Right #:Water Rights DatabaseDatabase:
AF148
ESE
1/2 - 1 Mile
Higher
UTDNR2000178098UT WELLS
Underground Water WellSupply Source:
WRWater Right Type:Robert HolmanOwner:
0Well ID:.015Cubic ft/sec:
Not ReportedUses:19730809Priority Date:
Appeal to Appropriate Permanently LapsedStatus:
Terminated; right most likely consolidatedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-7921Water Right #:Water Rights DatabaseDatabase:
147
South
1/2 - 1 Mile
Higher
UTDNR2000182637UT WELLS
Underground Water WellSupply Source:
WRWater Right Type:Intermountain Holding CompanyOwner:
0Well ID:.022Cubic ft/sec:
Domestic,Irrigation,Other,Stockwatering,Uses:
1919Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-5729Water Right #:Water Rights DatabaseDatabase:
146
SSW
1/2 - 1 Mile
Lower
UTDNR2000180192UT WELLS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC6080985.2s Page A-50
Underground Water WellSupply Source:WRWater Right Type:
Salt Lake City CorporationOwner:0Well ID:
.067Cubic ft/sec:Irrigation,Municipal,Uses:
1900Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-4950Water Right #:Water Rights DatabaseDatabase:
AJ153
SSE
1/2 - 1 Mile
Higher
UTDNR2000179320UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Alice SalterOwner:0Well ID:
.007Cubic ft/sec:Domestic,Irrigation,Uses:
1922Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-6561Water Right #:Water Rights DatabaseDatabase:
AG152
East
1/2 - 1 Mile
Higher
UTDNR2000181128UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
C. C. AndersenOwner:0Well ID:
.078Cubic ft/sec:Domestic,Irrigation,Uses:
1906Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-5843Water Right #:Water Rights DatabaseDatabase:
AG151
East
1/2 - 1 Mile
Higher
UTDNR2000180319UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
T. W. BrownOwner:0Well ID:
.067Cubic ft/sec:Irrigation,Stockwatering,Uses:
1900Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-5679Water Right #:Water Rights DatabaseDatabase:
AI150
West
1/2 - 1 Mile
Lower
UTDNR2000180135UT WELLS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC6080985.2s Page A-51
Underground Water WellSupply Source:WRWater Right Type:
Ian Matthew ThomasOwner:0Well ID:
.067Cubic ft/sec:Domestic,Irrigation,Uses:
191007Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-4875Water Right #:Water Rights DatabaseDatabase:
AG157
East
1/2 - 1 Mile
Higher
UTDNR2000179237UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Edward M. LovendaleOwner:0Well ID:
.012Cubic ft/sec:Domestic,Uses:
190409Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-3561Water Right #:Water Rights DatabaseDatabase:
AK156
ESE
1/2 - 1 Mile
Higher
UTDNR2000177748UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
H.L. RobertsOwner:0Well ID:
.033Cubic ft/sec:Domestic,Irrigation,Stockwatering,Uses:
1900Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-6623Water Right #:Water Rights DatabaseDatabase:
AF155
ESE
1/2 - 1 Mile
Higher
UTDNR2000181199UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
George L. PhelpsOwner:0Well ID:
.045Cubic ft/sec:Domestic,Irrigation,Stockwatering,Uses:
1931Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-5917Water Right #:Water Rights DatabaseDatabase:
154
SW
1/2 - 1 Mile
Lower
UTDNR2000180402UT WELLS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC6080985.2s Page A-52
Underground Water WellSupply Source:WRWater Right Type:
Adolph EkbergOwner:0Well ID:
.045Cubic ft/sec:Domestic,Irrigation,Uses:
19340711Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-4680Water Right #:Water Rights DatabaseDatabase:
AG161
East
1/2 - 1 Mile
Higher
UTDNR2000179026UT WELLS
Underground Water WellsSupply Source:WRWater Right Type:
Envirosearch InternationalOwner:0Well ID:
.033Cubic ft/sec:Other,Uses:
19920629Priority Date:Appeal to Appropriate ExpiredStatus:
Terminated; right most likely consolidatedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-8979Water Right #:Water Rights DatabaseDatabase:
AE160
NW
1/2 - 1 Mile
Lower
UTDNR2000184056UT WELLS
Non-Production Well: UnknownSupply Source:
NPWater Right Type:Scola/Envirosearch, CraigOwner:
2726Well ID:0Cubic ft/sec:
Not ReportedUses:Not ReportedPriority Date:
Appeal to Appropriate ApprovedStatus:ApprovedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
9335003M00Water Right #:Water Rights DatabaseDatabase:
AE159
NW
1/2 - 1 Mile
Lower
UTDNR2000010011UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Annette BowmanOwner:0Well ID:
.067Cubic ft/sec:Domestic,Irrigation,Uses:
1899Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-7349Water Right #:Water Rights DatabaseDatabase:
AK158
ESE
1/2 - 1 Mile
Higher
UTDNR2000182009UT WELLS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC6080985.2s Page A-53
Non-Production Well: UnknownSupply Source:
NPWater Right Type:Scola/Envirosearch, CraigOwner:
2725Well ID:0Cubic ft/sec:
Not ReportedUses:Not ReportedPriority Date:
Appeal to Appropriate ApprovedStatus:ApprovedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
9335003M00Water Right #:Water Rights DatabaseDatabase:
AE165
NW
1/2 - 1 Mile
Lower
UTDNR2000010013UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Rulon ObornOwner:0Well ID:
.056Cubic ft/sec:Domestic,Irrigation,Uses:
1915Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-7073Water Right #:Water Rights DatabaseDatabase:
AH164
East
1/2 - 1 Mile
Higher
UTDNR2000181707UT WELLS
Underground Water WellsSupply Source:WRWater Right Type:
Envirosearch InternationalOwner:0Well ID:
.033Cubic ft/sec:Other,Uses:
19920629Priority Date:Appeal to Appropriate ExpiredStatus:
Terminated; right most likely consolidatedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-8979Water Right #:Water Rights DatabaseDatabase:
AE163
NW
1/2 - 1 Mile
Lower
UTDNR2000184057UT WELLS
Non-Production Well: UnknownSupply Source:
NPWater Right Type:Scola/Envirosearch, CraigOwner:
2727Well ID:0Cubic ft/sec:
Not ReportedUses:Not ReportedPriority Date:
Appeal to Appropriate ApprovedStatus:ApprovedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
9335003M00Water Right #:Water Rights DatabaseDatabase:
AE162
NW
1/2 - 1 Mile
Lower
UTDNR2000010012UT WELLS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC6080985.2s Page A-54
Underground Water WellSupply Source:WRWater Right Type:
William J. WebbOwner:0Well ID:
.011Cubic ft/sec:Domestic,Irrigation,Stockwatering,Uses:
19450123Priority Date:Appeal to Appropriate CertificatedStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-904Water Right #:Water Rights DatabaseDatabase:
169
SW
1/2 - 1 Mile
Lower
UTDNR2000184122UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Hyrum J. SmithOwner:0Well ID:
.067Cubic ft/sec:Domestic,Irrigation,Uses:
1898Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-6907Water Right #:Water Rights DatabaseDatabase:
AF168
ESE
1/2 - 1 Mile
Higher
UTDNR2000181520UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Mrs. Myrtle LutherOwner:0Well ID:
.011Cubic ft/sec:Domestic,Irrigation,Stockwatering,Uses:
1909Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-7230Water Right #:Water Rights DatabaseDatabase:
AF167
ESE
1/2 - 1 Mile
Higher
UTDNR2000181879UT WELLS
Underground Water WellsSupply Source:WRWater Right Type:
Envirosearch InternationalOwner:0Well ID:
.033Cubic ft/sec:Other,Uses:
19920629Priority Date:Appeal to Appropriate ExpiredStatus:
Terminated; right most likely consolidatedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-8979Water Right #:Water Rights DatabaseDatabase:
AE166
NW
1/2 - 1 Mile
Lower
UTDNR2000184058UT WELLS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC6080985.2s Page A-55
Underground Water WellSupply Source:WRWater Right Type:
Salt Lake City CorporationOwner:0Well ID:
.022Cubic ft/sec:Domestic,Irrigation,Municipal,Uses:
1900Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-6694Water Right #:Water Rights DatabaseDatabase:
173
West
1/2 - 1 Mile
Lower
UTDNR2000181277UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
John BeutlerOwner:0Well ID:
.011Cubic ft/sec:Domestic,Irrigation,Stockwatering,Uses:
1870Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-6270Water Right #:Water Rights DatabaseDatabase:
AI172
West
1/2 - 1 Mile
Lower
UTDNR2000180805UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
August BrinkmanOwner:0Well ID:
.067Cubic ft/sec:Domestic,Irrigation,Stockwatering,Uses:
191305Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-6272Water Right #:Water Rights DatabaseDatabase:
171
WSW
1/2 - 1 Mile
Lower
UTDNR2000180807UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Laura B. LindseyOwner:0Well ID:
.067Cubic ft/sec:Irrigation,Uses:
193205Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-5950Water Right #:Water Rights DatabaseDatabase:
AJ170
SSE
1/2 - 1 Mile
Higher
UTDNR2000180439UT WELLS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC6080985.2s Page A-56
Underground Water WellSupply Source:WRWater Right Type:
Home And Garden CompanyOwner:0Well ID:
.111Cubic ft/sec:Domestic,Uses:
1924Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-5924Water Right #:Water Rights DatabaseDatabase:
AK177
ESE
1/2 - 1 Mile
Higher
UTDNR2000180410UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Cyrus William GoldOwner:0Well ID:
.056Cubic ft/sec:Domestic,Uses:
1905Priority Date:Underground Water Claim TerminatedStatus:
Terminated; right most likely consolidatedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-6111Water Right #:Water Rights DatabaseDatabase:
AI176
WSW
1/2 - 1 Mile
Lower
UTDNR2000180622UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
Grant W. WalkerOwner:0Well ID:
.022Cubic ft/sec:Irrigation,Uses:
1908Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-3928Water Right #:Water Rights DatabaseDatabase:
AG175
East
1/2 - 1 Mile
Higher
UTDNR2000178173UT WELLS
Underground Water WellSupply Source:WRWater Right Type:
George L. SandbergOwner:0Well ID:
.011Cubic ft/sec:Domestic,Irrigation,Uses:
1928Priority Date:Underground Water ClaimStatus:
Perfected; proof filed, right certifiedApplication Status:
UndergroundType of Diversion:Not ReportedExchange #:
57-6771Water Right #:Water Rights DatabaseDatabase:
AH174
East
1/2 - 1 Mile
Higher
UTDNR2000181368UT WELLS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC6080985.2s Page A-57
Not ReportedNote:
Not ReportedFeet to sea level: -14.00Feet below surface:
1935-06-30Level reading date: 1Ground water levels,Number of Measurements:
Not ReportedWell Hole Depth Units: Not ReportedWell Hole Depth:
ftWell Depth Units: 500Well Depth:
19000101Construction Date: Not ReportedAquifer Type:
Valley FillFormation Type: Not ReportedAquifer:
Not ReportedContrib Drainage Area Unts: Not ReportedContrib Drainage Area:
Not ReportedDrainage Area Units: Not ReportedDrainage Area:
16020204HUC: Not ReportedDescription:
WellType: (C- 1- 1)13adc- 1Monitor Location:
USGS Utah Water Science CenterOrganization Name: USGS-UTOrganization ID:
178
SSE
1/2 - 1 Mile
Higher
USGS40001190951FED USGS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC6080985.2s Page A-58
4%41%56%2.960 pCi/LBasement
2%15%83%1.670 pCi/LLiving Area
% >20 pCi/L% 4-20 pCi/L% <4 pCi/LAverage ActivityArea
Number of sites tested: 52
Federal Area Radon Information for SALT LAKE COUNTY, UT
: Zone 3 indoor average level < 2 pCi/L.
: Zone 2 indoor average level >= 2 pCi/L and <= 4 pCi/L.
Note: Zone 1 indoor average level > 4 pCi/L.
Federal EPA Radon Zone for SALT LAKE County: 2
Short Term81.15.084101
Long Term14.44.484101
__________________________________
Test TermNum TestsAverageMaximumZipcode
Radon Test Results
State Database: UT Radon
AREA RADON INFORMATION
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS
RADON
®
TOPOGRAPHIC INFORMATION
USGS 7.5’ Digital Elevation Model (DEM)
Source: United States Geologic Survey
EDR acquired the USGS 7.5’ Digital Elevation Model in 2002 and updated it in 2006. The 7.5 minute DEM corresponds
to the USGS 1:24,000- and 1:25,000-scale topographic quadrangle maps. The DEM provides elevation data
with consistent elevation units and projection.
Current USGS 7.5 Minute Topographic Map
Source: U.S. Geological Survey
HYDROLOGIC INFORMATION
Flood Zone Data: This data was obtained from the Federal Emergency Management Agency (FEMA). It depicts 100-year and
500-year flood zones as defined by FEMA. It includes the National Flood Hazard Layer (NFHL) which incorporates Flood
Insurance Rate Map (FIRM) data and Q3 data from FEMA in areas not covered by NFHL.
Source: FEMA
Telephone: [phone]
Date of Government Version: 2003, 2015
NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR
in 2002, 2005 and 2010 from the U.S. Fish and Wildlife Service.
State Wetlands Data: Wetland Inventory
Source: Utah Geological Survey
Telephone: [phone]
HYDROGEOLOGIC INFORMATION
AQUIFLOW Information SystemR
Source: EDR proprietary database of groundwater flow information
EDR has developed the AQUIFLOW Information System (AIS) to provide data on the general direction of groundwater
flow at specific points. EDR has reviewed reports submitted to regulatory authorities at select sites and has
extracted the date of the report, hydrogeologically determined groundwater flow direction and depth to water table
information.
GEOLOGIC INFORMATION
Geologic Age and Rock Stratigraphic Unit
Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology of the Conterminous U.S. at 1:2,500,000 Scale - A digital
representation of the 1974 P.B. King and H.M. Beikman Map, USGS Digital Data Series DDS - 11 (1994).
STATSGO: State Soil Geographic Database
Source: Department of Agriculture, Natural Resources Conservation Service (NRCS)
The U.S. Department of Agriculture’s (USDA) Natural Resources Conservation Service (NRCS) leads the national
Conservation Soil Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil
survey information for privately owned lands in the United States. A soil map in a soil survey is a representation
of soil patterns in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO)
soil survey maps.
SSURGO: Soil Survey Geographic Database
Source: Department of Agriculture, Natural Resources Conservation Service (NRCS)
Telephone: [phone]
SSURGO is the most detailed level of mapping done by the Natural Resources Conservation Service, mapping
scales generally range from 1:12,000 to 1:63,360. Field mapping methods using national standards are used to
construct the soil maps in the Soil Survey Geographic (SSURGO) database. SSURGO digitizing duplicates the
original soil survey maps. This level of mapping is designed for use by landowners, townships and county
natural resource planning and management.
TC6080985.2s Page PSGR-1
PHYSICAL SETTING SOURCE RECORDS SEARCHED
LOCAL / REGIONAL WATER AGENCY RECORDS
FEDERAL WATER WELLS
PWS: Public Water Systems
Source: EPA/Office of Drinking Water
Telephone: [phone]
Public Water System data from the Federal Reporting Data System. A PWS is any water system which provides water to at
least 25 people for at least 60 days annually. PWSs provide water from wells, rivers and other sources.
PWS ENF: Public Water Systems Violation and Enforcement Data
Source: EPA/Office of Drinking Water
Telephone: [phone]
Violation and Enforcement data for Public Water Systems from the Safe Drinking Water Information System (SDWIS) after
August 1995. Prior to August 1995, the data came from the Federal Reporting Data System (FRDS).
USGS Water Wells: USGS National Water Inventory System (NWIS)
This database contains descriptive information on sites where the USGS collects or has collected data on surface
water and/or groundwater. The groundwater data includes information on wells, springs, and other sources of groundwater.
STATE RECORDS
Water Rights Database
Source: Department of Natural Resources, Division of Water Rights
Telephone: [phone]
Division of Drinking Water Well Data
Source: Department of Environmental Quality
Telephone: [phone]
OTHER STATE DATABASE INFORMATION
Utah Oil, Gas and Mining Database
Source: Department of Natural Resources
Telephone: [phone]
The Well Data file contains one record of basic information for each well in the Utah Division of Oil, Gas and
Mining database.
RADON
State Database: UT Radon
Source: Department of Environmental Quality
Telephone: [phone]
Test Results by Zip Code
Area Radon Information
Source: USGS
Telephone: [phone]
The National Radon Database has been developed by the U.S. Environmental Protection Agency
(USEPA) and is a compilation of the EPA/State Residential Radon Survey and the National Residential Radon Survey.
The study covers the years 1986 - 1992. Where necessary data has been supplemented by information collected at
private sources such as universities and research institutions.
EPA Radon Zones
Source: EPA
Telephone: [phone]
Sections 307 & 309 of IRAA directed EPA to list and identify areas of U.S. with the potential for elevated indoor
radon levels.
TC6080985.2s Page PSGR-2
PHYSICAL SETTING SOURCE RECORDS SEARCHED
OTHER
Airport Landing Facilities: Private and public use landing facilities
Source: Federal Aviation Administration, 800-457-6656
Epicenters: World earthquake epicenters, Richter 5 or greater
Source: Department of Commerce, National Oceanic and Atmospheric Administration
Earthquake Fault Lines: The fault lines displayed on EDR’s Topographic map are digitized quaternary faultlines, prepared
in 1975 by the United State Geological Survey
STREET AND ADDRESS INFORMATION
© 2015 TomTom North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection
and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject
to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material.
TC6080985.2s Page PSGR-3
PHYSICAL SETTING SOURCE RECORDS SEARCHED

SUBSURFACE INVESTIGATION
October 8, 2019

SALT LAKE CHROME PLATING
1050 Washington Street
Salt Lake City, Utah 84115

Prepared by:
INTERMOUNTAIN ENVIRONMENTAL CONSULTANTS

Prepared for:
Salt Lake Chrome Plating

Submitted:
October 28, 2019

1.0 INTRODUCTION
On October 8, 2019 a subsurface investigation was conducted at the property
located at 1050 Washington Street, Salt Lake City, Utah, by Intermountain
Environmental Consultants, Inc. (IEC). This investigation constitutes a subsurface
exploratory work at this facility. The purpose of the investigation was to identify any
contamination in the subsurface. The investigation resulted in the identification of an
Environmental Condition during a Phase I Environmental Site Assessment.

1.1 Background
During the Phase I Environmental Site Assessment investigation, the site was
identified as an active and chrome plating operation. This raised questions as to
whether there may be contamination from that facility in the subsurface at the site.

2.0 SITE DESCRIPTION
The site is located in an urban, light industrial at 1050 South Washington Street, Salt
Lake City, Utah.
The site is located at a mean elevation of approximately 4230 feet above sea level.

2.1 Groundwater
Groundwater was encountered at approximately 7-8 feet below ground surface in the
borings completed during the October 8, 2019 sample event. Groundwater gradient
and flow directions are believed to flow toward the West and Northwest from the site.
No definitive measurements were obtained during the sample and boring event of
October 8, 2019.

2.2 Lithology
Lithology across the site, as observed in soil samples were silts, silty clays

3.0 METHODOLOGY
3.1 Geo-Probe direct push soil boring
On October 8, 2019, a hydraulically activated, tractor mounted, direct push drilling rig
was utilized to complete five soil borings on the site All drilling equipment (push rods
and samplers) were steam cleaned on site prior to usage.
Soil samples were obtained at target intervals, at 0’ to 5’ foot depth and water
samples at 10’ to 15’ below ground surface.

3.2 Location of Borings
Boring locations were specifically intended to provide the most probable location to
find any contamination from above grade plating tanks that are operating on the
property. Knowledge of general groundwater flow parameters were used to
determine placement. The facility is located on a five-parcel site encompassing
1.63-acres and six structures.
Five borings were advanced at locations on the south, west and north side of the
buildings on Washington street and Brooklyn Avenue. Site drawing showing
locations in Appendix A.

3.3 Sampling
A total of five borings were sampled by certified environmental manager, Malcolm
Dillman.
Proper sampling protocol was followed. Samples were placed in lab supplied HCL
preserved VOC jars. All samples were sealed and immediately placed on ice. VOC
jars were void of bubbles. Samples were relinquished to America West Analytical
Laboratory for analysis. Chain of custody record was maintained.

4.0 RESULTS
4.1 ANALYTICAL RESULTS
A total of five (5) soil samples and five (5) ground water samples were chemically
analyzed by America West Analytical Laboratory. Each sample was analyzed for 8
heavy metals and 52 constituents of Volatile Organic Compounds in soil and
groundwater. Results are tabulated below, the lab report is in Appendix B.

TABLE 1 RCRA 8 METALS IN SOIL AND GROUNDWATER
Arsenic Barium Cadmium Chrome Lead Mercury Nickel Selenium Silver
BH-1 SS 17.6 197.0 <0.775 113.0 6.16 0.0651 <3.1 <3.1 <0.465
1-TCLP <0.100
BH-1 GW 0.0328 0.943 0.00164 0.536 0.0491 0.00009 0.564 0.00905 0.0020
BH-2 SS 9.29 15.3 <0.661 31.3 8.04 <0.0534 <26.4 <26.4 <0.396
BH-2 GW 0.0121 0.576 0.0007 0.0205 0.00715 0.00009 0.0345 0.00683 <0.002
BH-3 SS 17.3 119. 0.653 19.5 31.5 0.0553 <23.9 <23.9 <0.358
BH-3 GW 0.0170 0.513 0.00175 0.0342 0.00856 <0.0000 0.147 0.00506 <0.002
BH-4 SS 21.8 227. 2.15 28.2 545.0 0.619 <26.7 <26.7 0.882
4-TCLP <0.0100
BH-4 GW 0.0381 1.14 0.00466 0.126 0.148 0.000363 7.87 0.0102 0.002
BH-5 SS 39.8 155 1.46 23.1 131 0.131 <25.1 <25.1 <0.377
BH-5 GW 0.0365 0.901 0.00218 0.318 0.0993 0.000133 0.182 0.0123 <0.002
Readings shown in parts per million (mg/kg)

In addition to sampling for heavy metals, IEC also collected soil and groundwater
samples for 52 constituents of Volatile Organic Compounds.
One of these VOCs were above Laboratory Reporting Limits in the soil samples in
bore hole No. 5.
In the groundwater samples for boring No., 5 three of the constituents were above
Laboratory Reporting Limits.

TABLE 2 POSITIVEVOLATILE ORGANIC CHEMICALS IN SOIL AND GROUNDWTER-
Cis 1,2, Dichloroethane Tetrachloroethene Trichloroethene Lab Report level
Soil Sample BH 5 6.77 2.55
GW Sample BH 5 18.3 2.41 3.97 2.00
Reading shown in parts per billion (µg/L)

5.0 QUALITY ASSURANCE / QUALITY CONTROL
Certified Environmental Manager, Malcolm Dillman acquired all samples obtained
during the October 2019 subsurface investigation. Proper sampling protocol was
followed. Soil samples were acquired in lab supplied 4 oz. glass jars with Teflon
lined lids. Water samples were acquired in HCL preserved; lab supplied 4 ounce
VOA glass containers with Teflon lids. Water samples were void of bubbles. All
laboratory samples were placed on ice immediately after collection. All samples
remained on ice under lock and key until relinquished to a State Certified Lab. Chain
of custody record was maintained. Samples were analyzed for the Resource
Conservation Recovery Act (RCRA) 8 –heavy metals and Volatile Organic
compounds including halogenated solvents. Chain of custody records and complete
analytical reports are enclosed in Appendix B.

6.0 CONCLUSIONS AND RECOMMENDATIONS
On October 8, 2019, Intermountain Environmental Consultants, Inc. completed a
subsurface investigation on the property at 1050 South Washington Street, Salt Lake
City, Utah. The purpose of the additional work was to identify any contamination
from metals at the Cache Valley Plating location in the subsurface.
Groundwater flow across the site has historically been to the West and Northwest.
DeMinimis low levels of metal and VOC constituents were detected in some of the
borings.
No additional actions are deemed necessary.

7.0 LIMITATIONS
Our services consist of professional opinions from a Certified Environmental
Manager, made in general accordance with locally accepted environmental practices
at the time of execution. Environmental samples are obtained from specific
locations, utilizing methodologies consistent with the Utah Department of
Environmental Quality regulations. IEC makes no guarantee, either expressed or
implied, that the analytical results accurately represent conditions throughout the
study area.

Sincerely,
Intermountain Environmental Consultants, Inc.

Malcolm Dillman
Senior Project Manager

APPENDIX A

APPENDIX B

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Intermountain Environmental
Malcolm Dillman
Dear Malcolm Dillman:
SL Chrome / K.T.
Lab Set ID:1910215
[phone]
PO Box 65301
Salt Lake City, UT 84165
RE:
TEL:
American West Analytical Laboratories received sample(s) on 10/8/2019 for the analyses
presented in the following report.
American West Analytical Laboratories (AWAL) is accredited by The National
Environmental Laboratory Accreditation Program (NELAP) in Utah and Texas; and is
state accredited in Colorado, Idaho, New Mexico, Wyoming, and Missouri.
All analyses were performed in accordance to the NELAP protocols unless noted
otherwise. Accreditation scope documents are available upon request. If you have any
questions or concerns regarding this report please feel free to call.
The abbreviation "Surr" found in organic reports indicates a surrogate compound that is
intentionally added by the laboratory to determine sample injection, extraction, and/or
purging efficiency. The "Reporting Limit" found on the report is equivalent to the
practical quantitation limit (PQL). This is the minimum concentration that can be
reported by the method referenced and the sample matrix. The reporting limit must not be
confused with any regulatory limit. Analytical results are reported to three significant
figures for quality control and calculation purposes.
This is a revision to a report originally issued 10/15/19. Information herein supersedes
that of the previously issued reports. All pageas have been updated for pagination. TCLP
Chromium has been added to 1910215-001 & TCLP Lead has been added to sample
1910215-004.
Thank You,
Approved by: _____________________________
Laboratory Director or designee
Report Date: 10/22/2019 Page 1 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Project:SL Chrome / K.T.
Contact:Malcolm DillmanClient:Intermountain Environmental
INORGANIC ANALYTICAL REPORT
Lab Sample ID:1910215-001
Client Sample ID:BH #1 - Soil
Collection Date:10/8/2019
Received Date:10/8/2019
840h
1242h

Compound
Analytical
Result Qual

Units
Date
Prepared
Method
Used
Reporting
Limit
Date
Analyzed
Analytical Results TOTAL METALS
17.60.775mg/kg-dryArsenic 1258h10/14/2019 SW6020B2042h10/9/2019
1977.75mg/kg-dryBarium 1258h10/14/2019 SW6020B2042h10/9/2019
< 0.7750.775mg/kg-dryCadmium 1258h10/14/2019 SW6020B2042h10/9/2019
11315.5mg/kg-dryChromium 1258h10/14/2019 SW6020B2042h10/9/2019
6.164.65mg/kg-dryLead 1258h10/14/2019 SW6020B2042h10/9/2019
0.06510.0571mg/kg-dryMercury 1139h10/10/2019 SW7471B1327h10/10/2019
< 31.031.0mg/kg-dryNickel 1258h10/14/2019 SW6020B2042h10/9/2019
< 3.103.10mg/kg-drySelenium 1258h10/14/2019 SW6020B2042h10/9/2019
< 0.4650.465mg/kg-drySilver 1258h10/14/2019 SW6020B2042h10/9/2019
Report Date: 10/22/2019 Page 2 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Project:SL Chrome / K.T.
Contact:Malcolm DillmanClient:Intermountain Environmental
INORGANIC ANALYTICAL REPORT
Lab Sample ID:1910215-002
Client Sample ID:BH #2 - Soil
Collection Date:10/8/2019
Received Date:10/8/2019
915h
1242h

Compound
Analytical
Result Qual

Units
Date
Prepared
Method
Used
Reporting
Limit
Date
Analyzed
Analytical Results TOTAL METALS
9.290.661mg/kg-dryArsenic 1258h10/14/2019 SW6020B2045h10/9/2019
1536.61mg/kg-dryBarium 1258h10/14/2019 SW6020B2045h10/9/2019
< 0.6610.661mg/kg-dryCadmium 1258h10/14/2019 SW6020B2045h10/9/2019
31.313.2mg/kg-dryChromium 1258h10/14/2019 SW6020B2045h10/9/2019
8.043.96mg/kg-dryLead 1258h10/14/2019 SW6020B2045h10/9/2019
< 0.05340.0534mg/kg-dryMercury 1139h10/10/2019 SW7471B1329h10/10/2019
< 26.426.4mg/kg-dryNickel 1258h10/14/2019 SW6020B2045h10/9/2019
< 2.642.64mg/kg-drySelenium 1258h10/14/2019 SW6020B2045h10/9/2019
< 0.3960.396mg/kg-drySilver 1258h10/14/2019 SW6020B2045h10/9/2019
Report Date: 10/22/2019 Page 3 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Project:SL Chrome / K.T.
Contact:Malcolm DillmanClient:Intermountain Environmental
INORGANIC ANALYTICAL REPORT
Lab Sample ID:1910215-003
Client Sample ID:BH #3 - Soil
Collection Date:10/8/2019
Received Date:10/8/2019
948h
1242h

Compound
Analytical
Result Qual

Units
Date
Prepared
Method
Used
Reporting
Limit
Date
Analyzed
Analytical Results TOTAL METALS
17.30.597mg/kg-dryArsenic 1258h10/14/2019 SW6020B2048h10/9/2019
1195.97mg/kg-dryBarium 1258h10/14/2019 SW6020B2048h10/9/2019
0.6530.597mg/kg-dryCadmium 1258h10/14/2019 SW6020B2048h10/9/2019
19.511.9mg/kg-dryChromium 1258h10/14/2019 SW6020B2048h10/9/2019
31.53.58mg/kg-dryLead 1258h10/14/2019 SW6020B2048h10/9/2019
0.05530.0477mg/kg-dryMercury 1139h10/10/2019 SW7471B1331h10/10/2019
< 23.923.9mg/kg-dryNickel 1258h10/14/2019 SW6020B2048h10/9/2019
< 2.392.39mg/kg-drySelenium 1258h10/14/2019 SW6020B2048h10/9/2019
< 0.3580.358mg/kg-drySilver 1258h10/14/2019 SW6020B2048h10/9/2019
Report Date: 10/22/2019 Page 4 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Project:SL Chrome / K.T.
Contact:Malcolm DillmanClient:Intermountain Environmental
INORGANIC ANALYTICAL REPORT
Lab Sample ID:1910215-004
Client Sample ID:BH #4 - Soil
Collection Date:10/8/2019
Received Date:10/8/2019
1045h
1242h

Compound
Analytical
Result Qual

Units
Date
Prepared
Method
Used
Reporting
Limit
Date
Analyzed
Analytical Results TOTAL METALS
21.80.668mg/kg-dryArsenic 1258h10/14/2019 SW6020B2051h10/9/2019
2276.68mg/kg-dryBarium 1258h10/14/2019 SW6020B2051h10/9/2019
2.150.668mg/kg-dryCadmium 1258h10/14/2019 SW6020B2051h10/9/2019
25.213.4mg/kg-dryChromium 1258h10/14/2019 SW6020B2051h10/9/2019
5454.01mg/kg-dryLead 1258h10/14/2019 SW6020B2051h10/9/2019
0.6190.0444mg/kg-dryMercury 1139h10/10/2019 SW7471B1332h10/10/2019
< 26.726.7mg/kg-dryNickel 1258h10/14/2019 SW6020B2051h10/9/2019
< 2.672.67mg/kg-drySelenium 1258h10/14/2019 SW6020B2051h10/9/2019
0.8820.401mg/kg-drySilver 1258h10/14/2019 SW6020B2051h10/9/2019
Report Date: 10/22/2019 Page 5 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Project:SL Chrome / K.T.
Contact:Malcolm DillmanClient:Intermountain Environmental
INORGANIC ANALYTICAL REPORT
Lab Sample ID:1910215-005
Client Sample ID:BH #5 - Soil
Collection Date:10/8/2019
Received Date:10/8/2019
1210h
1242h

Compound
Analytical
Result Qual

Units
Date
Prepared
Method
Used
Reporting
Limit
Date
Analyzed
Analytical Results TOTAL METALS
39.80.628mg/kg-dryArsenic 1258h10/14/2019 SW6020B2054h10/9/2019
1556.28mg/kg-dryBarium 1258h10/14/2019 SW6020B2054h10/9/2019
1.460.628mg/kg-dryCadmium 1258h10/14/2019 SW6020B2054h10/9/2019
23.112.6mg/kg-dryChromium 1258h10/14/2019 SW6020B2054h10/9/2019
1313.77mg/kg-dryLead 1258h10/14/2019 SW6020B2054h10/9/2019
0.1310.0473mg/kg-dryMercury 1139h10/10/2019 SW7471B1334h10/10/2019
< 25.125.1mg/kg-dryNickel 1258h10/14/2019 SW6020B2054h10/9/2019
< 2.512.51mg/kg-drySelenium 1258h10/14/2019 SW6020B2054h10/9/2019
< 0.3770.377mg/kg-drySilver 1258h10/14/2019 SW6020B2054h10/9/2019
Report Date: 10/22/2019 Page 6 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Project:SL Chrome / K.T.
Contact:Malcolm DillmanClient:Intermountain Environmental
INORGANIC ANALYTICAL REPORT
Lab Sample ID:1910215-006
Client Sample ID:BH#1 - Water
Collection Date:10/8/2019
Received Date:10/8/2019
840h
1242h

Compound
Analytical
Result Qual

Units
Date
Prepared
Method
Used
Reporting
Limit
Date
Analyzed
Analytical Results TOTAL METALS
0.03280.00400mg/LArsenic 1120h10/14/2019 SW6020B2103h10/9/2019
0.9430.00200mg/LBarium 1120h10/14/2019 SW6020B2103h10/9/2019
0.001640.000700mg/LCadmium 1120h10/14/2019 SW6020B2103h10/9/2019
0.5360.0200mg/LChromium 1120h10/14/2019 SW6020B2103h10/9/2019
0.04910.00200mg/LLead 1120h10/14/2019 SW6020B2103h10/9/2019
< 0.00009000.0000900mg/LMercury 1045h10/11/2019 SW7470A1432h10/11/2019
0.5640.00400mg/LNickel 1120h10/14/2019 SW6020B2103h10/9/2019
0.009050.00200mg/LSelenium 1120h10/14/2019 SW6020B2103h10/9/2019
< 0.002000.00200mg/LSilver 1120h10/14/2019 SW6020B2103h10/9/2019
Report Date: 10/22/2019 Page 7 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Project:SL Chrome / K.T.
Contact:Malcolm DillmanClient:Intermountain Environmental
INORGANIC ANALYTICAL REPORT
Lab Sample ID:1910215-007
Client Sample ID:BH#2 - Water
Collection Date:10/8/2019
Received Date:10/8/2019
915h
1242h

Compound
Analytical
Result Qual

Units
Date
Prepared
Method
Used
Reporting
Limit
Date
Analyzed
Analytical Results TOTAL METALS
0.01210.00400mg/LArsenic 1120h10/14/2019 SW6020B2115h10/9/2019
0.5760.00200mg/LBarium 1120h10/14/2019 SW6020B2115h10/9/2019
< 0.0007000.000700mg/LCadmium 1120h10/14/2019 SW6020B2115h10/9/2019
0.02050.0200mg/LChromium 1120h10/14/2019 SW6020B2115h10/9/2019
0.007150.00200mg/LLead 1120h10/14/2019 SW6020B2115h10/9/2019
< 0.00009000.0000900mg/LMercury 1045h10/11/2019 SW7470A1434h10/11/2019
0.03450.00400mg/LNickel 1120h10/14/2019 SW6020B2115h10/9/2019
0.006830.00200mg/LSelenium 1120h10/14/2019 SW6020B2115h10/9/2019
< 0.002000.00200mg/LSilver 1120h10/14/2019 SW6020B2115h10/9/2019
Report Date: 10/22/2019 Page 8 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Project:SL Chrome / K.T.
Contact:Malcolm DillmanClient:Intermountain Environmental
INORGANIC ANALYTICAL REPORT
Lab Sample ID:1910215-008
Client Sample ID:BH #3 - Water
Collection Date:10/8/2019
Received Date:10/8/2019
948h
1242h

Compound
Analytical
Result Qual

Units
Date
Prepared
Method
Used
Reporting
Limit
Date
Analyzed
Analytical Results TOTAL METALS
0.01700.00400mg/LArsenic 1120h10/14/2019 SW6020B2130h10/9/2019
0.5130.00200mg/LBarium 1120h10/14/2019 SW6020B2130h10/9/2019
0.001750.000700mg/LCadmium 1120h10/14/2019 SW6020B2130h10/9/2019
0.03420.0200mg/LChromium 1120h10/14/2019 SW6020B2130h10/9/2019
0.008560.00200mg/LLead 1120h10/14/2019 SW6020B2130h10/9/2019
< 0.00009000.0000900mg/LMercury 1045h10/11/2019 SW7470A1436h10/11/2019
0.1470.00400mg/LNickel 1120h10/14/2019 SW6020B2130h10/9/2019
0.005960.00200mg/LSelenium 1120h10/14/2019 SW6020B2130h10/9/2019
< 0.002000.00200mg/LSilver 1120h10/14/2019 SW6020B2130h10/9/2019
Report Date: 10/22/2019 Page 9 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Project:SL Chrome / K.T.
Contact:Malcolm DillmanClient:Intermountain Environmental
INORGANIC ANALYTICAL REPORT
Lab Sample ID:1910215-009
Client Sample ID:BH #4 - Water
Collection Date:10/8/2019
Received Date:10/8/2019
1045h
1242h

Compound
Analytical
Result Qual

Units
Date
Prepared
Method
Used
Reporting
Limit
Date
Analyzed
Analytical Results TOTAL METALS
0.03810.00400mg/LArsenic 1120h10/14/2019 SW6020B2133h10/9/2019
1.140.00200mg/LBarium 1120h10/14/2019 SW6020B2133h10/9/2019
0.004660.000700mg/LCadmium 1120h10/14/2019 SW6020B2133h10/9/2019
0.1260.0200mg/LChromium 1120h10/14/2019 SW6020B2133h10/9/2019
0.1480.00200mg/LLead 1120h10/14/2019 SW6020B2133h10/9/2019
0.0003630.0000900mg/LMercury 1045h10/11/2019 SW7470A1438h10/11/2019
7.570.0200mg/LNickel 1120h10/14/2019 SW6020B2139h10/9/2019
0.01020.00200mg/LSelenium 1120h10/14/2019 SW6020B2133h10/9/2019
< 0.002000.00200mg/LSilver 1120h10/14/2019 SW6020B2133h10/9/2019
Report Date: 10/22/2019 Page 10 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Project:SL Chrome / K.T.
Contact:Malcolm DillmanClient:Intermountain Environmental
INORGANIC ANALYTICAL REPORT
Lab Sample ID:1910215-010
Client Sample ID:BH #5 - Water
Collection Date:10/8/2019
Received Date:10/8/2019
1210h
1242h

Compound
Analytical
Result Qual

Units
Date
Prepared
Method
Used
Reporting
Limit
Date
Analyzed
Analytical Results TOTAL METALS
0.03650.00400mg/LArsenic 1120h10/14/2019 SW6020B2136h10/9/2019
0.9010.00200mg/LBarium 1120h10/14/2019 SW6020B2136h10/9/2019
0.002180.000700mg/LCadmium 1120h10/14/2019 SW6020B2136h10/9/2019
0.1180.0200mg/LChromium 1120h10/14/2019 SW6020B2136h10/9/2019
0.09930.00200mg/LLead 1120h10/14/2019 SW6020B2136h10/9/2019
0.0001330.0000900mg/LMercury 1045h10/11/2019 SW7470A1440h10/11/2019
0.1820.00400mg/LNickel 1120h10/14/2019 SW6020B2136h10/9/2019
0.01230.00200mg/LSelenium 1120h10/14/2019 SW6020B2136h10/9/2019
< 0.002000.00200mg/LSilver 1120h10/14/2019 SW6020B2136h10/9/2019
Report Date: 10/22/2019 Page 11 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Project:SL Chrome / K.T.
Contact:Malcolm DillmanClient:Intermountain Environmental
INORGANIC ANALYTICAL REPORT
Lab Sample ID:1910215-001
Client Sample ID:BH #1 - Soil
Collection Date:10/8/2019
Received Date:10/8/2019
840h
1242h

Compound
Analytical
Result Qual

Units
Date
Prepared
Method
Used
Reporting
Limit
Date
Analyzed
Analytical Results TCLP METALS Method 1311
10/16/2019 1705hTCLP Prep Date:
< 0.1000.100mg/LChromium 1637h10/20/2019 SW6020B2210h10/18/2019
Report Date: 10/22/2019 Page 12 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Project:SL Chrome / K.T.
Contact:Malcolm DillmanClient:Intermountain Environmental
INORGANIC ANALYTICAL REPORT
Lab Sample ID:1910215-004
Client Sample ID:BH #4 - Soil
Collection Date:10/8/2019
Received Date:10/8/2019
1045h
1242h

Compound
Analytical
Result Qual

Units
Date
Prepared
Method
Used
Reporting
Limit
Date
Analyzed
Analytical Results TCLP METALS Method 1311
10/16/2019 1705hTCLP Prep Date:
< 0.01000.0100mg/LLead 1637h10/20/2019 SW6020B2213h10/18/2019
Report Date: 10/22/2019 Page 13 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Client:Intermountain Environmental
ORGANIC ANALYTICAL REPORT
Contact:Malcolm Dillman
Project:SL Chrome / K.T.
Lab Sample ID:1910215-001A
Client Sample ID:BH #1 - Soil
Collection Date:10/8/2019
Received Date:10/8/2019
Analytical Results VOAs VOX List by GC/MS Method 8260D
840h
1242h Test Code: 8260D-S
Units:µg/kg-dry Dilution Factor:1
Analyzed:10/9/2019 821h Extracted:
Method:SW8260D
Analytical
ResultCompound
Reporting
Limit
CAS
Number Qual
1,1,1,2-Tetrachloroethane 3.09 < 3.09630-20-6
1,1,1-Trichloroethane 3.09 < 3.0971-55-6
1,1,2,2-Tetrachloroethane 3.09 < 3.0979-34-5
1,1,2-Trichloro-1,2,2-trifluoroethane 3.09 < 3.0976-13-1
1,1,2-Trichloroethane 3.09 < 3.0979-00-5
1,1-Dichloroethane 3.09 < 3.0975-34-3
1,1-Dichloroethene 3.09 < 3.0975-35-4
1,1-Dichloropropene 3.09 < 3.09563-58-6
1,2,3-Trichlorobenzene 3.09 < 3.0987-61-6
1,2,3-Trichloropropane 3.09 < 3.0996-18-4
1,2-Dibromo-3-chloropropane 7.71 < 7.7196-12-8
1,2-Dibromoethane 3.09 < 3.09106-93-4
1,2-Dichlorobenzene 3.09 < 3.0995-50-1
1,2-Dichloroethane 3.09 < 3.09107-06-2
1,2-Dichloropropane 3.09 < 3.0978-87-5
1,3-Dichlorobenzene 3.09 < 3.09541-73-1
1,3-Dichloropropane 3.09 < 3.09142-28-9
1,4-Dichlorobenzene 3.09 < 3.09106-46-7
2,2´-Oxybis(1-chloropropane)7.71 < 7.71108-60-1
2,2-Dichloropropane 3.09 < 3.09594-20-7
2-Chloroethyl vinyl ether 7.71 < 7.71110-75-8
2-Chlorotoluene 3.09 < 3.0995-49-8
4-Chlorotoluene 3.09 < 3.09106-43-4
Allyl chloride 7.71 < 7.71107-05-1
Benzyl chloride 7.71 < 7.71100-44-7
Bromobenzene 3.09 < 3.09108-86-1
Bromochloromethane 3.09 < 3.0974-97-5
Bromodichloromethane 3.09 < 3.0975-27-4
Bromoform 3.09 < 3.0975-25-2
Report Date: 10/22/2019 Page 14 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Lab Sample ID:1910215-001A
Client Sample ID:BH #1 - Soil
Units:µg/kg-dry Dilution Factor:1
Analyzed:10/9/2019 821h Extracted:
Method:SW8260D
Analytical
ResultCompound
Reporting
Limit
CAS
Number Qual
Bromomethane 7.71 < 7.7174-83-9
Carbon tetrachloride 3.09 < 3.0956-23-5
Chlorobenzene 3.09 < 3.09108-90-7
Chloroethane 3.09 < 3.0975-00-3
Chloroform 3.09 < 3.0967-66-3
Chloromethane 4.63 < 4.6374-87-3
Chloroprene 3.09 < 3.09126-99-8
cis-1,2-Dichloroethene 3.09 < 3.09156-59-2
cis-1,3-Dichloropropene 3.09 < 3.0910061-01-5
Dibromochloromethane 3.09 < 3.09124-48-1
Dibromomethane 3.09 < 3.0974-95-3
Dichlorodifluoromethane 3.09 < 3.0975-71-8
Hexachlorobutadiene 3.09 < 3.0987-68-3
Iodomethane 7.71 < 7.7174-88-4
Methylene chloride 7.71 < 7.7175-09-2
Pentachloroethane 3.09 < 3.0976-01-7
Tetrachloroethene 3.09 < 3.09127-18-4
trans-1,2-Dichloroethene 3.09 < 3.09156-60-5
trans-1,3-Dichloropropene 3.09 < 3.0910061-02-6
trans-1,4-Dichloro-2-butene 3.09 < 3.09110-57-6
Trichloroethene 3.09 < 3.0979-01-6
Trichlorofluoromethane 3.09 < 3.0975-69-4
Vinyl chloride 1.54 < 1.5475-01-4
Sampling and analytical preparation performed by method 5030A modified for analysis of soil samples collected in 2 or 4 oz jars.
Surrogate CAS Result Amount Spiked % REC Limits QualUnits:µg/kg-dry
77.13 108 Surr: 1,2-Dichloroethane-d4 17060-07-0 50-15183.6
77.13 101 Surr: 4-Bromofluorobenzene 460-00-4 44-15278.1
77.13 106 Surr: Dibromofluoromethane 1868-53-7 50-13081.7
77.13 103 Surr: Toluene-d8 2037-26-5 46-12479.5
Report Date: 10/22/2019 Page 15 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Client:Intermountain Environmental
ORGANIC ANALYTICAL REPORT
Contact:Malcolm Dillman
Project:SL Chrome / K.T.
Lab Sample ID:1910215-002A
Client Sample ID:BH #2 - Soil
Collection Date:10/8/2019
Received Date:10/8/2019
Analytical Results VOAs VOX List by GC/MS Method 8260D
915h
1242h Test Code: 8260D-S
Units:µg/kg-dry Dilution Factor:1.01
Analyzed:10/9/2019 841h Extracted:
Method:SW8260D
Analytical
ResultCompound
Reporting
Limit
CAS
Number Qual
1,1,1,2-Tetrachloroethane 2.70 < 2.70 ¹@630-20-6
1,1,1-Trichloroethane 2.70 < 2.70 ¹@71-55-6
1,1,2,2-Tetrachloroethane 2.70 < 2.70 ¹79-34-5
1,1,2-Trichloro-1,2,2-trifluoroethane 2.70 < 2.70 @76-13-1
1,1,2-Trichloroethane 2.70 < 2.70 ¹79-00-5
1,1-Dichloroethane 2.70 < 2.70 ¹75-34-3
1,1-Dichloroethene 2.70 < 2.7075-35-4
1,1-Dichloropropene 2.70 < 2.70 @563-58-6
1,2,3-Trichlorobenzene 2.70 < 2.7087-61-6
1,2,3-Trichloropropane 2.70 < 2.70 ¹96-18-4
1,2-Dibromo-3-chloropropane 6.74 < 6.74 ¹96-12-8
1,2-Dibromoethane 2.70 < 2.70 ¹106-93-4
1,2-Dichlorobenzene 2.70 < 2.70 ¹@95-50-1
1,2-Dichloroethane 2.70 < 2.70 ¹107-06-2
1,2-Dichloropropane 2.70 < 2.70 ¹78-87-5
1,3-Dichlorobenzene 2.70 < 2.70 @541-73-1
1,3-Dichloropropane 2.70 < 2.70 ¹142-28-9
1,4-Dichlorobenzene 2.70 < 2.70 @106-46-7
2,2´-Oxybis(1-chloropropane)6.74 < 6.74 @108-60-1
2,2-Dichloropropane 2.70 < 2.70 ¹594-20-7
2-Chloroethyl vinyl ether 6.74 < 6.74110-75-8
2-Chlorotoluene 2.70 < 2.70 ¹@95-49-8
4-Chlorotoluene 2.70 < 2.70 @106-43-4
Allyl chloride 6.74 < 6.74107-05-1
Benzyl chloride 6.74 < 6.74 ¹100-44-7
Bromobenzene 2.70 < 2.70 ¹@108-86-1
Bromochloromethane 2.70 < 2.70 ¹74-97-5
Bromodichloromethane 2.70 < 2.70 ¹75-27-4
Bromoform 2.70 < 2.70 ¹75-25-2
Report Date: 10/22/2019 Page 16 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Lab Sample ID:1910215-002A
Client Sample ID:BH #2 - Soil
Units:µg/kg-dry Dilution Factor:1.01
Analyzed:10/9/2019 841h Extracted:
Method:SW8260D
Analytical
ResultCompound
Reporting
Limit
CAS
Number Qual
Bromomethane 6.74 < 6.74 @74-83-9
Carbon tetrachloride 2.70 < 2.70 @56-23-5
Chlorobenzene 2.70 < 2.70 ¹@108-90-7
Chloroethane 2.70 < 2.70 @75-00-3
Chloroform 2.70 < 2.70 ¹67-66-3
Chloromethane 4.04 < 4.0474-87-3
Chloroprene 2.70 < 2.70126-99-8
cis-1,2-Dichloroethene 2.70 < 2.70 ¹156-59-2
cis-1,3-Dichloropropene 2.70 < 2.70 ¹10061-01-5
Dibromochloromethane 2.70 < 2.70 ¹124-48-1
Dibromomethane 2.70 < 2.7074-95-3
Dichlorodifluoromethane 2.70 < 2.7075-71-8
Hexachlorobutadiene 2.70 < 2.70 ¹@87-68-3
Iodomethane 6.74 < 6.74 @74-88-4
Methylene chloride 6.74 < 6.74 ¹75-09-2
Pentachloroethane 2.70 < 2.70 ¹76-01-7
Tetrachloroethene 2.70 < 2.70 @127-18-4
trans-1,2-Dichloroethene 2.70 < 2.70156-60-5
trans-1,3-Dichloropropene 2.70 < 2.70 ¹10061-02-6
trans-1,4-Dichloro-2-butene 2.70 < 2.70110-57-6
Trichloroethene 2.70 < 2.7079-01-6
Trichlorofluoromethane 2.70 < 2.70 @75-69-4
Vinyl chloride 1.35 < 1.35 ¹75-01-4
¹ - Matrix spike recovery indicates matrix interference. The method is in control as indicated by the LCS.
@ - High RPD due to suspected sample non-homogeneity or matrix interference.
Sampling and analytical preparation performed by method 5030A modified for analysis of soil samples collected in 2 or 4 oz jars.
Surrogate CAS Result Amount Spiked % REC Limits QualUnits:µg/kg-dry
67.41 104 Surr: 1,2-Dichloroethane-d4 17060-07-0 50-15170.0
67.41 97.4 Surr: 4-Bromofluorobenzene 460-00-4 44-15265.7
67.41 102 Surr: Dibromofluoromethane 1868-53-7 50-13069.0
67.41 98.6 Surr: Toluene-d8 2037-26-5 46-12466.5
Report Date: 10/22/2019 Page 17 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Client:Intermountain Environmental
ORGANIC ANALYTICAL REPORT
Contact:Malcolm Dillman
Project:SL Chrome / K.T.
Lab Sample ID:1910215-003A
Client Sample ID:BH #3 - Soil
Collection Date:10/8/2019
Received Date:10/8/2019
Analytical Results VOAs VOX List by GC/MS Method 8260D
948h
1242h Test Code: 8260D-S
Units:µg/kg-dry Dilution Factor:1
Analyzed:10/9/2019 1002h Extracted:
Method:SW8260D
Analytical
ResultCompound
Reporting
Limit
CAS
Number Qual
1,1,1,2-Tetrachloroethane 2.38 < 2.38630-20-6
1,1,1-Trichloroethane 2.38 < 2.3871-55-6
1,1,2,2-Tetrachloroethane 2.38 < 2.3879-34-5
1,1,2-Trichloro-1,2,2-trifluoroethane 2.38 < 2.3876-13-1
1,1,2-Trichloroethane 2.38 < 2.3879-00-5
1,1-Dichloroethane 2.38 < 2.3875-34-3
1,1-Dichloroethene 2.38 < 2.3875-35-4
1,1-Dichloropropene 2.38 < 2.38563-58-6
1,2,3-Trichlorobenzene 2.38 < 2.3887-61-6
1,2,3-Trichloropropane 2.38 < 2.3896-18-4
1,2-Dibromo-3-chloropropane 5.96 < 5.9696-12-8
1,2-Dibromoethane 2.38 < 2.38106-93-4
1,2-Dichlorobenzene 2.38 < 2.3895-50-1
1,2-Dichloroethane 2.38 < 2.38107-06-2
1,2-Dichloropropane 2.38 < 2.3878-87-5
1,3-Dichlorobenzene 2.38 < 2.38541-73-1
1,3-Dichloropropane 2.38 < 2.38142-28-9
1,4-Dichlorobenzene 2.38 < 2.38106-46-7
2,2´-Oxybis(1-chloropropane)5.96 < 5.96108-60-1
2,2-Dichloropropane 2.38 < 2.38594-20-7
2-Chloroethyl vinyl ether 5.96 < 5.96110-75-8
2-Chlorotoluene 2.38 < 2.3895-49-8
4-Chlorotoluene 2.38 < 2.38106-43-4
Allyl chloride 5.96 < 5.96107-05-1
Benzyl chloride 5.96 < 5.96100-44-7
Bromobenzene 2.38 < 2.38108-86-1
Bromochloromethane 2.38 < 2.3874-97-5
Bromodichloromethane 2.38 < 2.3875-27-4
Bromoform 2.38 < 2.3875-25-2
Report Date: 10/22/2019 Page 18 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Lab Sample ID:1910215-003A
Client Sample ID:BH #3 - Soil
Units:µg/kg-dry Dilution Factor:1
Analyzed:10/9/2019 1002h Extracted:
Method:SW8260D
Analytical
ResultCompound
Reporting
Limit
CAS
Number Qual
Bromomethane 5.96 < 5.9674-83-9
Carbon tetrachloride 2.38 < 2.3856-23-5
Chlorobenzene 2.38 < 2.38108-90-7
Chloroethane 2.38 < 2.3875-00-3
Chloroform 2.38 < 2.3867-66-3
Chloromethane 3.58 < 3.5874-87-3
Chloroprene 2.38 < 2.38126-99-8
cis-1,2-Dichloroethene 2.38 < 2.38156-59-2
cis-1,3-Dichloropropene 2.38 < 2.3810061-01-5
Dibromochloromethane 2.38 < 2.38124-48-1
Dibromomethane 2.38 < 2.3874-95-3
Dichlorodifluoromethane 2.38 < 2.3875-71-8
Hexachlorobutadiene 2.38 < 2.3887-68-3
Iodomethane 5.96 < 5.9674-88-4
Methylene chloride 5.96 < 5.9675-09-2
Pentachloroethane 2.38 < 2.3876-01-7
Tetrachloroethene 2.38 < 2.38127-18-4
trans-1,2-Dichloroethene 2.38 < 2.38156-60-5
trans-1,3-Dichloropropene 2.38 < 2.3810061-02-6
trans-1,4-Dichloro-2-butene 2.38 < 2.38110-57-6
Trichloroethene 2.38 < 2.3879-01-6
Trichlorofluoromethane 2.38 < 2.3875-69-4
Vinyl chloride 1.19 < 1.1975-01-4
Sampling and analytical preparation performed by method 5030A modified for analysis of soil samples collected in 2 or 4 oz jars.
Surrogate CAS Result Amount Spiked % REC Limits QualUnits:µg/kg-dry
59.60 109 Surr: 1,2-Dichloroethane-d4 17060-07-0 50-15164.7
59.60 97.7 Surr: 4-Bromofluorobenzene 460-00-4 44-15258.2
59.60 106 Surr: Dibromofluoromethane 1868-53-7 50-13063.2
59.60 98.6 Surr: Toluene-d8 2037-26-5 46-12458.8
Report Date: 10/22/2019 Page 19 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Client:Intermountain Environmental
ORGANIC ANALYTICAL REPORT
Contact:Malcolm Dillman
Project:SL Chrome / K.T.
Lab Sample ID:1910215-004A
Client Sample ID:BH #4 - Soil
Collection Date:10/8/2019
Received Date:10/8/2019
Analytical Results VOAs VOX List by GC/MS Method 8260D
1045h
1242h Test Code: 8260D-S
Units:µg/kg-dry Dilution Factor:1
Analyzed:10/9/2019 1022h Extracted:
Method:SW8260D
Analytical
ResultCompound
Reporting
Limit
CAS
Number Qual
1,1,1,2-Tetrachloroethane 2.66 < 2.66630-20-6
1,1,1-Trichloroethane 2.66 < 2.6671-55-6
1,1,2,2-Tetrachloroethane 2.66 < 2.6679-34-5
1,1,2-Trichloro-1,2,2-trifluoroethane 2.66 < 2.6676-13-1
1,1,2-Trichloroethane 2.66 < 2.6679-00-5
1,1-Dichloroethane 2.66 < 2.6675-34-3
1,1-Dichloroethene 2.66 < 2.6675-35-4
1,1-Dichloropropene 2.66 < 2.66563-58-6
1,2,3-Trichlorobenzene 2.66 < 2.6687-61-6
1,2,3-Trichloropropane 2.66 < 2.6696-18-4
1,2-Dibromo-3-chloropropane 6.66 < 6.6696-12-8
1,2-Dibromoethane 2.66 < 2.66106-93-4
1,2-Dichlorobenzene 2.66 < 2.6695-50-1
1,2-Dichloroethane 2.66 < 2.66107-06-2
1,2-Dichloropropane 2.66 < 2.6678-87-5
1,3-Dichlorobenzene 2.66 < 2.66541-73-1
1,3-Dichloropropane 2.66 < 2.66142-28-9
1,4-Dichlorobenzene 2.66 < 2.66106-46-7
2,2´-Oxybis(1-chloropropane)6.66 < 6.66108-60-1
2,2-Dichloropropane 2.66 < 2.66594-20-7
2-Chloroethyl vinyl ether 6.66 < 6.66110-75-8
2-Chlorotoluene 2.66 < 2.6695-49-8
4-Chlorotoluene 2.66 < 2.66106-43-4
Allyl chloride 6.66 < 6.66107-05-1
Benzyl chloride 6.66 < 6.66100-44-7
Bromobenzene 2.66 < 2.66108-86-1
Bromochloromethane 2.66 < 2.6674-97-5
Bromodichloromethane 2.66 < 2.6675-27-4
Bromoform 2.66 < 2.6675-25-2
Report Date: 10/22/2019 Page 20 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Lab Sample ID:1910215-004A
Client Sample ID:BH #4 - Soil
Units:µg/kg-dry Dilution Factor:1
Analyzed:10/9/2019 1022h Extracted:
Method:SW8260D
Analytical
ResultCompound
Reporting
Limit
CAS
Number Qual
Bromomethane 6.66 < 6.6674-83-9
Carbon tetrachloride 2.66 < 2.6656-23-5
Chlorobenzene 2.66 < 2.66108-90-7
Chloroethane 2.66 < 2.6675-00-3
Chloroform 2.66 < 2.6667-66-3
Chloromethane 3.99 < 3.9974-87-3
Chloroprene 2.66 < 2.66126-99-8
cis-1,2-Dichloroethene 2.66 < 2.66156-59-2
cis-1,3-Dichloropropene 2.66 < 2.6610061-01-5
Dibromochloromethane 2.66 < 2.66124-48-1
Dibromomethane 2.66 < 2.6674-95-3
Dichlorodifluoromethane 2.66 < 2.6675-71-8
Hexachlorobutadiene 2.66 < 2.6687-68-3
Iodomethane 6.66 < 6.6674-88-4
Methylene chloride 6.66 < 6.6675-09-2
Pentachloroethane 2.66 < 2.6676-01-7
Tetrachloroethene 2.66 < 2.66127-18-4
trans-1,2-Dichloroethene 2.66 < 2.66156-60-5
trans-1,3-Dichloropropene 2.66 < 2.6610061-02-6
trans-1,4-Dichloro-2-butene 2.66 < 2.66110-57-6
Trichloroethene 2.66 < 2.6679-01-6
Trichlorofluoromethane 2.66 < 2.6675-69-4
Vinyl chloride 1.33 < 1.3375-01-4
Internal standard areas were outside of the QC limits. Reanalysis of sample yielded similar results indicating matrix interference.
Sampling and analytical preparation performed by method 5030A modified for analysis of soil samples collected in 2 or 4 oz jars.
Surrogate CAS Result Amount Spiked % REC Limits QualUnits:µg/kg-dry
66.57 106 Surr: 1,2-Dichloroethane-d4 17060-07-0 50-15170.5
66.57 113 Surr: 4-Bromofluorobenzene 460-00-4 44-15275.1
66.57 108 Surr: Dibromofluoromethane 1868-53-7 50-13071.7
66.57 117 Surr: Toluene-d8 2037-26-5 46-12477.9
Report Date: 10/22/2019 Page 21 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Client:Intermountain Environmental
ORGANIC ANALYTICAL REPORT
Contact:Malcolm Dillman
Project:SL Chrome / K.T.
Lab Sample ID:1910215-005A
Client Sample ID:BH #5 - Soil
Collection Date:10/8/2019
Received Date:10/8/2019
Analytical Results VOAs VOX List by GC/MS Method 8260D
1210h
1242h Test Code: 8260D-S
Units:µg/kg-dry Dilution Factor:1
Analyzed:10/9/2019 1042h Extracted:
Method:SW8260D
Analytical
ResultCompound
Reporting
Limit
CAS
Number Qual
1,1,1,2-Tetrachloroethane 2.55 < 2.55630-20-6
1,1,1-Trichloroethane 2.55 < 2.5571-55-6
1,1,2,2-Tetrachloroethane 2.55 < 2.5579-34-5
1,1,2-Trichloro-1,2,2-trifluoroethane 2.55 < 2.5576-13-1
1,1,2-Trichloroethane 2.55 < 2.5579-00-5
1,1-Dichloroethane 2.55 < 2.5575-34-3
1,1-Dichloroethene 2.55 < 2.5575-35-4
1,1-Dichloropropene 2.55 < 2.55563-58-6
1,2,3-Trichlorobenzene 2.55 < 2.5587-61-6
1,2,3-Trichloropropane 2.55 < 2.5596-18-4
1,2-Dibromo-3-chloropropane 6.39 < 6.3996-12-8
1,2-Dibromoethane 2.55 < 2.55106-93-4
1,2-Dichlorobenzene 2.55 < 2.5595-50-1
1,2-Dichloroethane 2.55 < 2.55107-06-2
1,2-Dichloropropane 2.55 < 2.5578-87-5
1,3-Dichlorobenzene 2.55 < 2.55541-73-1
1,3-Dichloropropane 2.55 < 2.55142-28-9
1,4-Dichlorobenzene 2.55 < 2.55106-46-7
2,2´-Oxybis(1-chloropropane)6.39 < 6.39108-60-1
2,2-Dichloropropane 2.55 < 2.55594-20-7
2-Chloroethyl vinyl ether 6.39 < 6.39110-75-8
2-Chlorotoluene 2.55 < 2.5595-49-8
4-Chlorotoluene 2.55 < 2.55106-43-4
Allyl chloride 6.39 < 6.39107-05-1
Benzyl chloride 6.39 < 6.39100-44-7
Bromobenzene 2.55 < 2.55108-86-1
Bromochloromethane 2.55 < 2.5574-97-5
Bromodichloromethane 2.55 < 2.5575-27-4
Bromoform 2.55 < 2.5575-25-2
Report Date: 10/22/2019 Page 22 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Lab Sample ID:1910215-005A
Client Sample ID:BH #5 - Soil
Units:µg/kg-dry Dilution Factor:1
Analyzed:10/9/2019 1042h Extracted:
Method:SW8260D
Analytical
ResultCompound
Reporting
Limit
CAS
Number Qual
Bromomethane 6.39 < 6.3974-83-9
Carbon tetrachloride 2.55 < 2.5556-23-5
Chlorobenzene 2.55 < 2.55108-90-7
Chloroethane 2.55 < 2.5575-00-3
Chloroform 2.55 < 2.5567-66-3
Chloromethane 3.83 < 3.8374-87-3
Chloroprene 2.55 < 2.55126-99-8
cis-1,2-Dichloroethene 2.55 < 2.55156-59-2
cis-1,3-Dichloropropene 2.55 < 2.5510061-01-5
Dibromochloromethane 2.55 < 2.55124-48-1
Dibromomethane 2.55 < 2.5574-95-3
Dichlorodifluoromethane 2.55 < 2.5575-71-8
Hexachlorobutadiene 2.55 < 2.5587-68-3
Iodomethane 6.39 < 6.3974-88-4
Methylene chloride 6.39 < 6.3975-09-2
Pentachloroethane 2.55 < 2.5576-01-7
Tetrachloroethene 2.55 6.77127-18-4
trans-1,2-Dichloroethene 2.55 < 2.55156-60-5
trans-1,3-Dichloropropene 2.55 < 2.5510061-02-6
trans-1,4-Dichloro-2-butene 2.55 < 2.55110-57-6
Trichloroethene 2.55 < 2.5579-01-6
Trichlorofluoromethane 2.55 < 2.5575-69-4
Vinyl chloride 1.28 < 1.2875-01-4
Sampling and analytical preparation performed by method 5030A modified for analysis of soil samples collected in 2 or 4 oz jars.
Surrogate CAS Result Amount Spiked % REC Limits QualUnits:µg/kg-dry
63.87 111 Surr: 1,2-Dichloroethane-d4 17060-07-0 50-15170.9
63.87 98.5 Surr: 4-Bromofluorobenzene 460-00-4 44-15262.9
63.87 105 Surr: Dibromofluoromethane 1868-53-7 50-13067.2
63.87 100 Surr: Toluene-d8 2037-26-5 46-12463.8
Report Date: 10/22/2019 Page 23 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Client:Intermountain Environmental
ORGANIC ANALYTICAL REPORT
Contact:Malcolm Dillman
Project:SL Chrome / K.T.
Lab Sample ID:1910215-006A
Client Sample ID:BH#1 - Water
Collection Date:10/8/2019
Received Date:10/8/2019
Analytical Results VOAs VOX List by GC/MS Method 8260D/5030C
840h
1242h Test Code: 8260D-W
Units:µg/L Dilution Factor:1
Analyzed:10/10/2019 1452h Extracted:
Method:SW8260D
Analytical
ResultCompound
Reporting
Limit
CAS
Number Qual
1,1,1,2-Tetrachloroethane 2.00 < 2.00630-20-6
1,1,1-Trichloroethane 2.00 < 2.0071-55-6
1,1,2,2-Tetrachloroethane 2.00 < 2.0079-34-5
1,1,2-Trichloro-1,2,2-trifluoroethane 2.00 < 2.0076-13-1
1,1,2-Trichloroethane 2.00 < 2.0079-00-5
1,1-Dichloroethane 2.00 < 2.0075-34-3
1,1-Dichloroethene 2.00 < 2.0075-35-4
1,1-Dichloropropene 2.00 < 2.00563-58-6
1,2,3-Trichlorobenzene 2.00 < 2.0087-61-6
1,2,3-Trichloropropane 2.00 < 2.0096-18-4
1,2,4-Trichlorobenzene 2.00 < 2.00120-82-1
1,2-Dibromo-3-chloropropane 5.00 < 5.0096-12-8
1,2-Dibromoethane 2.00 < 2.00106-93-4
1,2-Dichlorobenzene 2.00 < 2.0095-50-1
1,2-Dichloroethane 2.00 < 2.00107-06-2
1,2-Dichloropropane 2.00 < 2.0078-87-5
1,3-Dichlorobenzene 2.00 < 2.00541-73-1
1,3-Dichloropropane 2.00 < 2.00142-28-9
1,4-Dichlorobenzene 2.00 < 2.00106-46-7
2,2-Dichloropropane 3.00 < 3.00594-20-7
2-Chloroethyl vinyl ether 5.00 < 5.00110-75-8
2-Chlorotoluene 2.00 < 2.0095-49-8
4-Chlorotoluene 2.00 < 2.00106-43-4
Allyl chloride 5.00 < 5.00107-05-1
Benzyl chloride 5.00 < 5.00100-44-7
Bromobenzene 2.00 < 2.00108-86-1
Bromochloromethane 2.00 < 2.0074-97-5
Bromodichloromethane 2.00 < 2.0075-27-4
Bromoform 2.00 < 2.0075-25-2
Report Date: 10/22/2019 Page 24 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Lab Sample ID:1910215-006A
Client Sample ID:BH#1 - Water
Units:µg/L Dilution Factor:1
Analyzed:10/10/2019 1452h Extracted:
Method:SW8260D
Analytical
ResultCompound
Reporting
Limit
CAS
Number Qual
Bromomethane 5.00 < 5.0074-83-9
Carbon tetrachloride 2.00 < 2.0056-23-5
Chlorobenzene 2.00 < 2.00108-90-7
Chloroethane 2.00 < 2.0075-00-3
Chloroform 2.00 < 2.0067-66-3
Chloromethane 3.00 < 3.0074-87-3
Chloroprene 2.00 < 2.00126-99-8
cis-1,2-Dichloroethene 2.00 < 2.00156-59-2
cis-1,3-Dichloropropene 2.00 < 2.0010061-01-5
Dibromochloromethane 2.00 < 2.00124-48-1
Dibromomethane 2.00 < 2.0074-95-3
Dichlorodifluoromethane 2.00 < 2.0075-71-8
Hexachlorobutadiene 2.00 < 2.0087-68-3
Iodomethane 5.00 < 5.00 S#74-88-4
Methylene chloride 2.00 < 2.0075-09-2
Pentachloroethane 5.00 < 5.0076-01-7
Tetrachloroethene 2.00 < 2.00127-18-4
trans-1,2-Dichloroethene 2.00 < 2.00156-60-5
trans-1,3-Dichloropropene 2.00 < 2.0010061-02-6
trans-1,4-Dichloro-2-butene 2.00 < 2.00110-57-6
Trichloroethene 2.00 < 2.0079-01-6
Trichlorofluoromethane 2.00 < 2.00 #75-69-4
Vinyl chloride 1.00 < 1.0075-01-4
The pH of the sample was >2. Analysis was performed within the 7 day holding time.
S - High LCS recoveries indicate possible bias high. Data deemed acceptable as the analyte was not observed in the field sample.
# - This compound exceeded (high) the control limit for the CCV. The data is acceptable since the compound was not detected in the
sample.
Surrogate CAS Result Amount Spiked % REC Limits QualUnits:µg/L
50.00 104 Surr: 1,2-Dichloroethane-d4 17060-07-0 72-15152.2
50.00 98.7 Surr: 4-Bromofluorobenzene 460-00-4 80-15249.4
50.00 99.7 Surr: Dibromofluoromethane 1868-53-7 70-13049.8
50.00 94.7 Surr: Toluene-d8 2037-26-5 80-12447.3
Report Date: 10/22/2019 Page 25 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Client:Intermountain Environmental
ORGANIC ANALYTICAL REPORT
Contact:Malcolm Dillman
Project:SL Chrome / K.T.
Lab Sample ID:1910215-007A
Client Sample ID:BH#2 - Water
Collection Date:10/8/2019
Received Date:10/8/2019
Analytical Results VOAs VOX List by GC/MS Method 8260D/5030C
915h
1242h Test Code: 8260D-W
Units:µg/L Dilution Factor:1
Analyzed:10/10/2019 1512h Extracted:
Method:SW8260D
Analytical
ResultCompound
Reporting
Limit
CAS
Number Qual
1,1,1,2-Tetrachloroethane 2.00 < 2.00630-20-6
1,1,1-Trichloroethane 2.00 < 2.0071-55-6
1,1,2,2-Tetrachloroethane 2.00 < 2.0079-34-5
1,1,2-Trichloro-1,2,2-trifluoroethane 2.00 < 2.0076-13-1
1,1,2-Trichloroethane 2.00 < 2.0079-00-5
1,1-Dichloroethane 2.00 < 2.0075-34-3
1,1-Dichloroethene 2.00 < 2.0075-35-4
1,1-Dichloropropene 2.00 < 2.00563-58-6
1,2,3-Trichlorobenzene 2.00 < 2.0087-61-6
1,2,3-Trichloropropane 2.00 < 2.0096-18-4
1,2,4-Trichlorobenzene 2.00 < 2.00120-82-1
1,2-Dibromo-3-chloropropane 5.00 < 5.0096-12-8
1,2-Dibromoethane 2.00 < 2.00106-93-4
1,2-Dichlorobenzene 2.00 < 2.0095-50-1
1,2-Dichloroethane 2.00 < 2.00107-06-2
1,2-Dichloropropane 2.00 < 2.0078-87-5
1,3-Dichlorobenzene 2.00 < 2.00541-73-1
1,3-Dichloropropane 2.00 < 2.00142-28-9
1,4-Dichlorobenzene 2.00 < 2.00106-46-7
2,2-Dichloropropane 3.00 < 3.00594-20-7
2-Chloroethyl vinyl ether 5.00 < 5.00110-75-8
2-Chlorotoluene 2.00 < 2.0095-49-8
4-Chlorotoluene 2.00 < 2.00106-43-4
Allyl chloride 5.00 < 5.00107-05-1
Benzyl chloride 5.00 < 5.00100-44-7
Bromobenzene 2.00 < 2.00108-86-1
Bromochloromethane 2.00 < 2.0074-97-5
Bromodichloromethane 2.00 < 2.0075-27-4
Bromoform 2.00 < 2.0075-25-2
Report Date: 10/22/2019 Page 26 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Lab Sample ID:1910215-007A
Client Sample ID:BH#2 - Water
Units:µg/L Dilution Factor:1
Analyzed:10/10/2019 1512h Extracted:
Method:SW8260D
Analytical
ResultCompound
Reporting
Limit
CAS
Number Qual
Bromomethane 5.00 < 5.0074-83-9
Carbon tetrachloride 2.00 < 2.0056-23-5
Chlorobenzene 2.00 < 2.00108-90-7
Chloroethane 2.00 < 2.0075-00-3
Chloroform 2.00 < 2.0067-66-3
Chloromethane 3.00 < 3.0074-87-3
Chloroprene 2.00 < 2.00126-99-8
cis-1,2-Dichloroethene 2.00 < 2.00156-59-2
cis-1,3-Dichloropropene 2.00 < 2.0010061-01-5
Dibromochloromethane 2.00 < 2.00124-48-1
Dibromomethane 2.00 < 2.0074-95-3
Dichlorodifluoromethane 2.00 < 2.0075-71-8
Hexachlorobutadiene 2.00 < 2.0087-68-3
Iodomethane 5.00 < 5.00 S#74-88-4
Methylene chloride 2.00 < 2.0075-09-2
Pentachloroethane 5.00 < 5.0076-01-7
Tetrachloroethene 2.00 < 2.00127-18-4
trans-1,2-Dichloroethene 2.00 < 2.00156-60-5
trans-1,3-Dichloropropene 2.00 < 2.0010061-02-6
trans-1,4-Dichloro-2-butene 2.00 < 2.00110-57-6
Trichloroethene 2.00 < 2.0079-01-6
Trichlorofluoromethane 2.00 < 2.00 #75-69-4
Vinyl chloride 1.00 < 1.0075-01-4
S - High LCS recoveries indicate possible bias high. Data deemed acceptable as the analyte was not observed in the field sample.
# - This compound exceeded (high) the control limit for the CCV. The data is acceptable since the compound was not detected in the
sample.
Surrogate CAS Result Amount Spiked % REC Limits QualUnits:µg/L
50.00 107 Surr: 1,2-Dichloroethane-d4 17060-07-0 72-15153.3
50.00 101 Surr: 4-Bromofluorobenzene 460-00-4 80-15250.5
50.00 105 Surr: Dibromofluoromethane 1868-53-7 70-13052.3
50.00 101 Surr: Toluene-d8 2037-26-5 80-12450.6
Report Date: 10/22/2019 Page 27 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Client:Intermountain Environmental
ORGANIC ANALYTICAL REPORT
Contact:Malcolm Dillman
Project:SL Chrome / K.T.
Lab Sample ID:1910215-008A
Client Sample ID:BH #3 - Water
Collection Date:10/8/2019
Received Date:10/8/2019
Analytical Results VOAs VOX List by GC/MS Method 8260D/5030C
948h
1242h Test Code: 8260D-W
Units:µg/L Dilution Factor:1
Analyzed:10/10/2019 1532h Extracted:
Method:SW8260D
Analytical
ResultCompound
Reporting
Limit
CAS
Number Qual
1,1,1,2-Tetrachloroethane 2.00 < 2.00630-20-6
1,1,1-Trichloroethane 2.00 < 2.0071-55-6
1,1,2,2-Tetrachloroethane 2.00 < 2.0079-34-5
1,1,2-Trichloro-1,2,2-trifluoroethane 2.00 < 2.0076-13-1
1,1,2-Trichloroethane 2.00 < 2.0079-00-5
1,1-Dichloroethane 2.00 < 2.0075-34-3
1,1-Dichloroethene 2.00 < 2.0075-35-4
1,1-Dichloropropene 2.00 < 2.00563-58-6
1,2,3-Trichlorobenzene 2.00 < 2.0087-61-6
1,2,3-Trichloropropane 2.00 < 2.0096-18-4
1,2,4-Trichlorobenzene 2.00 < 2.00120-82-1
1,2-Dibromo-3-chloropropane 5.00 < 5.0096-12-8
1,2-Dibromoethane 2.00 < 2.00106-93-4
1,2-Dichlorobenzene 2.00 < 2.0095-50-1
1,2-Dichloroethane 2.00 < 2.00107-06-2
1,2-Dichloropropane 2.00 < 2.0078-87-5
1,3-Dichlorobenzene 2.00 < 2.00541-73-1
1,3-Dichloropropane 2.00 < 2.00142-28-9
1,4-Dichlorobenzene 2.00 < 2.00106-46-7
2,2-Dichloropropane 3.00 < 3.00594-20-7
2-Chloroethyl vinyl ether 5.00 < 5.00110-75-8
2-Chlorotoluene 2.00 < 2.0095-49-8
4-Chlorotoluene 2.00 < 2.00106-43-4
Allyl chloride 5.00 < 5.00107-05-1
Benzyl chloride 5.00 < 5.00100-44-7
Bromobenzene 2.00 < 2.00108-86-1
Bromochloromethane 2.00 < 2.0074-97-5
Bromodichloromethane 2.00 < 2.0075-27-4
Bromoform 2.00 < 2.0075-25-2
Report Date: 10/22/2019 Page 28 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Lab Sample ID:1910215-008A
Client Sample ID:BH #3 - Water
Units:µg/L Dilution Factor:1
Analyzed:10/10/2019 1532h Extracted:
Method:SW8260D
Analytical
ResultCompound
Reporting
Limit
CAS
Number Qual
Bromomethane 5.00 < 5.0074-83-9
Carbon tetrachloride 2.00 < 2.0056-23-5
Chlorobenzene 2.00 < 2.00108-90-7
Chloroethane 2.00 < 2.0075-00-3
Chloroform 2.00 < 2.0067-66-3
Chloromethane 3.00 < 3.0074-87-3
Chloroprene 2.00 < 2.00126-99-8
cis-1,2-Dichloroethene 2.00 < 2.00156-59-2
cis-1,3-Dichloropropene 2.00 < 2.0010061-01-5
Dibromochloromethane 2.00 < 2.00124-48-1
Dibromomethane 2.00 < 2.0074-95-3
Dichlorodifluoromethane 2.00 < 2.0075-71-8
Hexachlorobutadiene 2.00 < 2.0087-68-3
Iodomethane 5.00 < 5.00 S#74-88-4
Methylene chloride 2.00 < 2.0075-09-2
Pentachloroethane 5.00 < 5.0076-01-7
Tetrachloroethene 2.00 < 2.00127-18-4
trans-1,2-Dichloroethene 2.00 < 2.00156-60-5
trans-1,3-Dichloropropene 2.00 < 2.0010061-02-6
trans-1,4-Dichloro-2-butene 2.00 < 2.00110-57-6
Trichloroethene 2.00 < 2.0079-01-6
Trichlorofluoromethane 2.00 < 2.00 #75-69-4
Vinyl chloride 1.00 < 1.0075-01-4
The pH of the sample was >2. Analysis was performed within the 7 day holding time.
S - High LCS recoveries indicate possible bias high. Data deemed acceptable as the analyte was not observed in the field sample.
# - This compound exceeded (high) the control limit for the CCV. The data is acceptable since the compound was not detected in the
sample.
Surrogate CAS Result Amount Spiked % REC Limits QualUnits:µg/L
50.00 107 Surr: 1,2-Dichloroethane-d4 17060-07-0 72-15153.6
50.00 99.2 Surr: 4-Bromofluorobenzene 460-00-4 80-15249.6
50.00 105 Surr: Dibromofluoromethane 1868-53-7 70-13052.4
50.00 104 Surr: Toluene-d8 2037-26-5 80-12451.9
Report Date: 10/22/2019 Page 29 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Client:Intermountain Environmental
ORGANIC ANALYTICAL REPORT
Contact:Malcolm Dillman
Project:SL Chrome / K.T.
Lab Sample ID:1910215-009A
Client Sample ID:BH #4 - Water
Collection Date:10/8/2019
Received Date:10/8/2019
Analytical Results VOAs VOX List by GC/MS Method 8260D/5030C
1045h
1242h Test Code: 8260D-W
Units:µg/L Dilution Factor:1
Analyzed:10/10/2019 1552h Extracted:
Method:SW8260D
Analytical
ResultCompound
Reporting
Limit
CAS
Number Qual
1,1,1,2-Tetrachloroethane 2.00 < 2.00630-20-6
1,1,1-Trichloroethane 2.00 < 2.0071-55-6
1,1,2,2-Tetrachloroethane 2.00 < 2.0079-34-5
1,1,2-Trichloro-1,2,2-trifluoroethane 2.00 < 2.0076-13-1
1,1,2-Trichloroethane 2.00 < 2.0079-00-5
1,1-Dichloroethane 2.00 < 2.0075-34-3
1,1-Dichloroethene 2.00 < 2.0075-35-4
1,1-Dichloropropene 2.00 < 2.00563-58-6
1,2,3-Trichlorobenzene 2.00 < 2.0087-61-6
1,2,3-Trichloropropane 2.00 < 2.0096-18-4
1,2,4-Trichlorobenzene 2.00 < 2.00120-82-1
1,2-Dibromo-3-chloropropane 5.00 < 5.0096-12-8
1,2-Dibromoethane 2.00 < 2.00106-93-4
1,2-Dichlorobenzene 2.00 < 2.0095-50-1
1,2-Dichloroethane 2.00 < 2.00107-06-2
1,2-Dichloropropane 2.00 < 2.0078-87-5
1,3-Dichlorobenzene 2.00 < 2.00541-73-1
1,3-Dichloropropane 2.00 < 2.00142-28-9
1,4-Dichlorobenzene 2.00 < 2.00106-46-7
2,2-Dichloropropane 3.00 < 3.00594-20-7
2-Chloroethyl vinyl ether 5.00 < 5.00110-75-8
2-Chlorotoluene 2.00 < 2.0095-49-8
4-Chlorotoluene 2.00 < 2.00106-43-4
Allyl chloride 5.00 < 5.00107-05-1
Benzyl chloride 5.00 < 5.00100-44-7
Bromobenzene 2.00 < 2.00108-86-1
Bromochloromethane 2.00 < 2.0074-97-5
Bromodichloromethane 2.00 < 2.0075-27-4
Bromoform 2.00 < 2.0075-25-2
Report Date: 10/22/2019 Page 30 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Lab Sample ID:1910215-009A
Client Sample ID:BH #4 - Water
Units:µg/L Dilution Factor:1
Analyzed:10/10/2019 1552h Extracted:
Method:SW8260D
Analytical
ResultCompound
Reporting
Limit
CAS
Number Qual
Bromomethane 5.00 < 5.0074-83-9
Carbon tetrachloride 2.00 < 2.0056-23-5
Chlorobenzene 2.00 < 2.00108-90-7
Chloroethane 2.00 < 2.0075-00-3
Chloroform 2.00 < 2.0067-66-3
Chloromethane 3.00 < 3.0074-87-3
Chloroprene 2.00 < 2.00126-99-8
cis-1,2-Dichloroethene 2.00 < 2.00156-59-2
cis-1,3-Dichloropropene 2.00 < 2.0010061-01-5
Dibromochloromethane 2.00 < 2.00124-48-1
Dibromomethane 2.00 < 2.0074-95-3
Dichlorodifluoromethane 2.00 < 2.0075-71-8
Hexachlorobutadiene 2.00 < 2.0087-68-3
Iodomethane 5.00 < 5.00 S#74-88-4
Methylene chloride 2.00 < 2.0075-09-2
Pentachloroethane 5.00 < 5.0076-01-7
Tetrachloroethene 2.00 < 2.00127-18-4
trans-1,2-Dichloroethene 2.00 < 2.00156-60-5
trans-1,3-Dichloropropene 2.00 < 2.0010061-02-6
trans-1,4-Dichloro-2-butene 2.00 < 2.00110-57-6
Trichloroethene 2.00 < 2.0079-01-6
Trichlorofluoromethane 2.00 < 2.00 #75-69-4
Vinyl chloride 1.00 < 1.0075-01-4
S - High LCS recoveries indicate possible bias high. Data deemed acceptable as the analyte was not observed in the field sample.
# - This compound exceeded (high) the control limit for the CCV. The data is acceptable since the compound was not detected in the
sample.
Surrogate CAS Result Amount Spiked % REC Limits QualUnits:µg/L
50.00 106 Surr: 1,2-Dichloroethane-d4 17060-07-0 72-15153.1
50.00 94.8 Surr: 4-Bromofluorobenzene 460-00-4 80-15247.4
50.00 105 Surr: Dibromofluoromethane 1868-53-7 70-13052.4
50.00 98.3 Surr: Toluene-d8 2037-26-5 80-12449.2
Report Date: 10/22/2019 Page 31 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Client:Intermountain Environmental
ORGANIC ANALYTICAL REPORT
Contact:Malcolm Dillman
Project:SL Chrome / K.T.
Lab Sample ID:1910215-010A
Client Sample ID:BH #5 - Water
Collection Date:10/8/2019
Received Date:10/8/2019
Analytical Results VOAs VOX List by GC/MS Method 8260D/5030C
1210h
1242h Test Code: 8260D-W
Units:µg/L Dilution Factor:1
Analyzed:10/10/2019 1612h Extracted:
Method:SW8260D
Analytical
ResultCompound
Reporting
Limit
CAS
Number Qual
1,1,1,2-Tetrachloroethane 2.00 < 2.00630-20-6
1,1,1-Trichloroethane 2.00 < 2.0071-55-6
1,1,2,2-Tetrachloroethane 2.00 < 2.0079-34-5
1,1,2-Trichloro-1,2,2-trifluoroethane 2.00 < 2.0076-13-1
1,1,2-Trichloroethane 2.00 < 2.0079-00-5
1,1-Dichloroethane 2.00 < 2.0075-34-3
1,1-Dichloroethene 2.00 < 2.0075-35-4
1,1-Dichloropropene 2.00 < 2.00563-58-6
1,2,3-Trichlorobenzene 2.00 < 2.0087-61-6
1,2,3-Trichloropropane 2.00 < 2.0096-18-4
1,2,4-Trichlorobenzene 2.00 < 2.00120-82-1
1,2-Dibromo-3-chloropropane 5.00 < 5.0096-12-8
1,2-Dibromoethane 2.00 < 2.00106-93-4
1,2-Dichlorobenzene 2.00 < 2.0095-50-1
1,2-Dichloroethane 2.00 < 2.00107-06-2
1,2-Dichloropropane 2.00 < 2.0078-87-5
1,3-Dichlorobenzene 2.00 < 2.00541-73-1
1,3-Dichloropropane 2.00 < 2.00142-28-9
1,4-Dichlorobenzene 2.00 < 2.00106-46-7
2,2-Dichloropropane 3.00 < 3.00594-20-7
2-Chloroethyl vinyl ether 5.00 < 5.00110-75-8
2-Chlorotoluene 2.00 < 2.0095-49-8
4-Chlorotoluene 2.00 < 2.00106-43-4
Allyl chloride 5.00 < 5.00107-05-1
Benzyl chloride 5.00 < 5.00100-44-7
Bromobenzene 2.00 < 2.00108-86-1
Bromochloromethane 2.00 < 2.0074-97-5
Bromodichloromethane 2.00 < 2.0075-27-4
Bromoform 2.00 < 2.0075-25-2
Report Date: 10/22/2019 Page 32 of 33

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Kyle F. Gross
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Lab Sample ID:1910215-010A
Client Sample ID:BH #5 - Water
Units:µg/L Dilution Factor:1
Analyzed:10/10/2019 1612h Extracted:
Method:SW8260D
Analytical
ResultCompound
Reporting
Limit
CAS
Number Qual
Bromomethane 5.00 < 5.0074-83-9
Carbon tetrachloride 2.00 < 2.0056-23-5
Chlorobenzene 2.00 < 2.00108-90-7
Chloroethane 2.00 < 2.0075-00-3
Chloroform 2.00 < 2.0067-66-3
Chloromethane 3.00 < 3.0074-87-3
Chloroprene 2.00 < 2.00126-99-8
cis-1,2-Dichloroethene 2.00 18.3156-59-2
cis-1,3-Dichloropropene 2.00 < 2.0010061-01-5
Dibromochloromethane 2.00 < 2.00124-48-1
Dibromomethane 2.00 < 2.0074-95-3
Dichlorodifluoromethane 2.00 < 2.0075-71-8
Hexachlorobutadiene 2.00 < 2.0087-68-3
Iodomethane 5.00 < 5.00 S#74-88-4
Methylene chloride 2.00 < 2.0075-09-2
Pentachloroethane 5.00 < 5.0076-01-7
Tetrachloroethene 2.00 2.41127-18-4
trans-1,2-Dichloroethene 2.00 < 2.00156-60-5
trans-1,3-Dichloropropene 2.00 < 2.0010061-02-6
trans-1,4-Dichloro-2-butene 2.00 < 2.00110-57-6
Trichloroethene 2.00 3.9779-01-6
Trichlorofluoromethane 2.00 < 2.00 #75-69-4
Vinyl chloride 1.00 < 1.0075-01-4
The pH of the sample was >2. Analysis was performed within the 7 day holding time.
S - High LCS recoveries indicate possible bias high. Data deemed acceptable as the analyte was not observed in the field sample.
# - This compound exceeded (high) the control limit for the CCV. The data is acceptable since the compound was not detected in the
sample.
Surrogate CAS Result Amount Spiked % REC Limits QualUnits:µg/L
50.00 113 Surr: 1,2-Dichloroethane-d4 17060-07-0 72-15156.7
50.00 99.7 Surr: 4-Bromofluorobenzene 460-00-4 80-15249.8
50.00 108 Surr: Dibromofluoromethane 1868-53-7 70-13054.2
50.00 105 Surr: Toluene-d8 2037-26-5 80-12452.4
Report Date: 10/22/2019 Page 33 of 33

July 3, 2008
N4r. Gregory N. Bibler
Goodwin Proctor LLP
Exchange Place
53 State Street
Boston, Massachusetts
200 North LaSalle Street • Suite 2600 • Chicago, IL 60601
UTAH DIViaiON OF
SOLID & HAZARDOUS WASTE Txw.ocnoQ
R£: Results of Indoor Air Sampling
UniFirst - Quality Linen
1024 South 200 West
Salt Lake City, Utah
Dear Mr. Bibler:
GaiaTech Incorporated (GaiaTech) was retained to evaluate indoor air quality of both the main building
and the truck/storage building located at the above-referenced UniFirst facility. GaiaTech collected three
(3) indoor air samples from the truck/storage building, and five (5) indoor air samples from the main
building on June 12, 2008. The air samples were collected over an 8-hour time weighted average (TWA)
using Summa canisters, and analyzed for volatile organic compounds (VOCs) using EPA Method TO-15
by Columbia Analytical Services, Inc., Simi Valley, California, a NELAP-certified and AIHA-certified
laboratory.
The analytical results were completed on June 27, 2008. All air sample results are below the Permissible
Exposure Limits (PELs) established by the US Occupational Safety and Health Administration (OSHA).
Should you have any questions, please do not hesitate to contact me. -"
Sincerely,
GaiaTech Incorporated
.w
John H. Yang, CPG
VP, Site Investigation & Remediation
Cc: Dawn Kelley UniFirst
:: w iv. a a i a t e c n . c 0 rr
AUanta • Chicago • Dallae • Denver • Hartford • Irvine • Tiilsa • Manchester (UK)
HIGHWAY
GRASSY HILL
• (ADJACENT BUSINESS)
PARKING LO r
ADJACENT
BUSINESS
IAS-3
GP-4
LEGEND
IMDOOR AIR SAMPLE
LOCATION
FORMER TEMP. WELL
LOCATION
r-i|
. : a I
lASrl
TRUCK PARKING
(FLOOR DRAINS)
•
IAS-3
USED OIL
AST-
IAS-2
e
MAINTENANCE
AREAi REPAIR
GP-5
\
•O-GP-il .
APPROX. SCALE IN FEET
0 60
NEW AUTOPARTS
BUSINESS
ti
UJ
w z o I-o z
X
m I
PARTS
WASHER
^j^.-ZTjr^i— ^
PARKING LOT
W BROOKLYN AVE
aGP-7
IGP-'
GP-1
n
UJ O
IAS Q
UNDGRGROUHD
BRINE TANK
(U
REPORTED
• LOCATrON OF
FORMER UST
m GP-9
IRONING/ PRESSING
IAS-6
IAS-7
ID
OFFICES 2N0
FLOOR
IAS-5
B
WASH AREA (TRENCH
DRAINS IN FLOOR)
SOILED LAUNDRY
STORAGE
BOILER ROOM
WASTEWATER
TREATMENT
IAS-8
Q
ADJACENT BUSINESS .
Environmental Planning for Business
-N-
AIR SAMPLE LOCATION MAP
UNIFIRST-QUALITY LINEN
. SALT LAKE CITY, UT
Project No. A7046-460-0 TABLE!
Indoor Air Sampling Results
Quality Linens
1024 Soutli 200 West
Salt Lake City, Utah
Sample ID
Sample Date
Location
VOCs - USEPA Method TO-15
Propene
DichlorodiDuoromethane (CFC 12)
Ethanol
Acrolein
Acetone
Trichlorofluoromettiane
2-Propanol (Isopropyl Alcotiol)
Mettiylen^ Cliloride
trans-1,2-Dictiloroethene
2-Butanone (MEK)
cis-1,2-Dicliloroethene
Ethyl Acetate
n-Hexanc
Chloroform
Tetrahydrol'iiran (THFJ
Benzene
Cyclohexaiie
Trichloroetheiie (TCE)
n-Heptane
4-methyl-2-pcntanonc
Toluene
n-Butyl Acetate
n-Octane
Telrachloroethene (PCE)
Ethyl benzene
m,p-Xylenes
o-Xylene
n-Nonane
Cuniene
alpha-Pinene
n-Propylbenzene
4-Ethyltoluene
1,3,5-Trimethylbenzene
1,2,4-Trimethylbenzene
d-Limonene
Naphthalene
OSHA PEL
860,141**
4,950,000
1,900,000
.250
2,400,000
5,600,000
980,000
86.805
790,000
590,000
790,000
1,400,000
1,800,000
240,000
590,000
31,933
1,050,000
537,162
2,000,000
410,000
753,393
710,000
2,350,000
677,964
435,000
435,000
. 435,000
1,050,000*
245,000
NE
NE
NE
125,000*
125,000 *
1,015,000
50,000
US-1
06/12/08
North
Maintenance
2.5
2.3
16
0.95
14
1.1
2.7
ND
0.98
7.2
17
5.5
2.1
ND
ND
2.7
ND
15
1.4
3.1
23
ND
0.97
210
1.7
9.4
2.9
2
ND
ND
ND
1.5
1.7
5
22
1
LVS-2
06/12/08
East Storage
2.9
2.3
13
0.97
30
1.2
4.8
0.97
ND
11
ND
4.3
2
ND
3.2
1.4
ND
ND
1.7 •
4.4
36
1.2 •
0.97
8.7
2.1
10
3
16
ND
1.3
0.7
1.3
1.3
3.9
280
ND
L^S-3
0
Ma
6/12/08
West
intenance
2.4
2.3
13
1.2
21
1.1
2.3
ND
ND
8.5
9.5
3.8
1,8
ND
ND
2.3
ND
99
1.3
2.5
24
ND
1
1^0
16
8.7
2.8
1.8
ND
ND
0.96
1.8
1.7
5.7
8.7
ND
US-4
06/12/08
Northwest
Maintenance
ug/m3
2.8
2.2
70
ND
21
1.1
10
3.6
ND
4.1
ND •
3.3
2.4
1.9
ND
I.l
0.89
0.93
4.8
1
47
ND
7
110
3
15
7.7
15
2
ND
n
21!
20'
69
6.7
ND
lAS-S
06/12/08
Wash Area
(MainPlanI)
5.8
2.2
62
1.4
40
1.1
18
8.1
ND
9.6
ND
6.1
4.2
1
ND
1.2
1.5
ND
12
1.1
120
ND
19
6.1
6.8
36
19
41
5.2
ND
29
56
53
180
10
1.1
LVS-6
06/12/08
Ironing Area
(Main Plant)
3.4
2.1
16
1.1
22
1.1
10
4
ND
3.8
ND
7.6
4.6
ND
ND
1.9
2.1
ND
4.4
1.9
48
ND
5.7
1.9
3.5 .
16
6.8
11
1.5
ND
7.8
15
14
48
4.1
ND
LVS-7
06/12/08
Stock Area
(Main Plant)
4.3
2.3
23.
1.2
22
1.1
8.1
5.5
ND
5
ND
4.8
1.4
ND
ND
0.99
ND
ND,
3.2
ND
36
ND
5
2.1
2.4
12
5.6
96
1.4
ND
7.2
14
13
45
4
ND
US-8
06/12/08
X
6.1
2.2
21 .
ND
21
1.1
M
5.3
ND
5.2
ND
6.2
2.3
ND
ND
1.2
0.91
ND
6.7
0.87
68
ND
10
2.3
3.7
19
9.7
19
2.6
ND
14
27
25
88
6.6
ND
NO(M;
ug/m3 - micrograms pe: cubic meter
VOCs: Volatile Organic Compoujids;
NE : Not established; ND: Not Delected
* NIOSH Recommended Exposure Limit
** ACGIH Threshold Limit Value (TLV).
(KEL). No established OSHA PEL for compound,
no established OSHA PEL for compound.
July 8, 2008
To: All Employees
Re: Indoor Air Testing
GaiaTech, an environmental firm hired by UniFirst, recently conducted
indoor air sampling in the main building and in the truck parking and
storage building at the Salt Lake facility and submitted the air samples
to a certified laboratory for analysis. Although the laboratory detected
several chemical compounds in the samples, GaiaTech concluded that
all of the air sampling results are below the Permissible Exposure
Limits (PELs) established by the US Occupational Safety and Health
Administration for those compounds. Copies of the air sampling
results, as well as GaiaTech's letter summarizing those results, are
available for your review in my office.
Sincerely,
Lowell Hadley
General Manager
UniFirst Corporation
SI
Columbia
2655 Park Center Drive, Suite A Simi Valley, California 93065 [phone] [phone] fax 48^^lfik Q ^' INC
An Employee - Owned Company
LABORATORY REPORT
June 27,2008
Larry Bertsch
GaiaTech
200 N. LaSalle Suite 2600
Chicago, IL 60601
RE: Quality Linen / A7046 4300
Dear Larry:
Enclosed are the results of the samples submitted to our laboratory on June 13, 2008. For your reference,
these analyses have been assigned our service request number P0801806.
All analyses were performed in accordance v^^ith our laboratory's quality assurance program. Results are
intended to be considered in their entirety and apply only to tlie samples analyzed and reported herein.
Your report contains ^7 pages.
Columbia Analytical Services, Inc. is certified by the CaUfomia Department of Health Services, NELAP
Laboratory Certiticate No. 02115CA; Arizona Department of Health Services, Certificate No. AZ0694;
Florida Department of Health, NELAP Certification E871020; New Jersey Department of Environmental
Protection, NELAP Laboratory Certification ID #CA009; New York State Department of Health,
NELAP NY Lab E) No: 11221; Oregon Environmental Laboratory Accreditation Program, NELAP ID;
CA20007; The American Industrial Hygiene Association, Laboratory #101661; Department of the Navy
(NFESC); Permsylvania Registration No. 68-03307. Each of the certifications listed above have an
explicit Scope of Accreditation that applies to specific matrices/methods/analytes; therefore, please
contact me for information corresponding to a particular certification.
If you have any questions, please call me at [phone].
Respectfully submitted,
Columbia Analytical Services, Inc.
Sue Anderson
Project Manager
Page
g a E •
NELAP Accredited ACIL Seal of Excellence Award © 100* Ftemae
Columbia
2655 Park Center Drive, Suite A Simi Valley, California 93065 [phone] [phone] fax ^^5!!^ Q^"«:
An Employee - Owned Company
Client; GaiaTech, CAS Project No: P0801806
Project: Quality Linen / A7046 4300
CASE NARRATIVE
The samples were received intact under chain of custody on June 13, 2008 and were stored in accordance
with the analytical method requirements. Please refer to the sample acceptance check form for additional
information. The results reported herein are applicable only to the condition of the samples at the time of
sample receipt.
Volatile Oreanic Compound Analysis
The samples were analyzed for selected volatile organic compounds in accordance with EPA Method TO-
15 fi-om the Compendium of Methods for the Determination of Toxic Organic Compounds in Ambient
Air, Second Edition (EPA/625/R-96/010b), January, 1999. The analytical system was comprised of a gas
chromatograph / mass spectrometer (GC/MS) interfaced to a whole-air preconcentrator.
The results of analyses are given in the attached laboratory report. All results are intended to be
considered in their entirety, and Columbia Analytical Services, Inc. (CAS) is not responsible for
utilization of less than the complete report.
«
NELAP Accredited ACIL Seal of Excellence Award © vim. nec^w
Client: GaiaTech
Project: Quality Linen/A7046 4300
Service Request: P0801806
SAMPLE CROSS-REFERENCE
SAMPLE #
P0801806-001
P0801806-002
P0801806-003
P0801806-004
P0801806-005
P0801806-006
P0801806-007
P0801806-008
CLffiNT SAMPLE ID
lAS-l
IAS-2
IAS-3
IAS-4
IAS-5
IAS-6
IAS-7
IAS-8
DAIE ,
06/12/08
06/12/08
06/12/08
06/12/08
06/12/08
06/12/08
06/12/08
06/12/08
TIME
13:20
13:22
13:24
13:27
13:29
13:30
13:32
13:34
Ptintcd 06/13/2008 16:55 Sample Summary Pagelofl
Client: GaiaTech
Project: Quality Linen A7046 4300
Folder: P0801806
CAS Sample ID Client Samt)le ID Container Type
P0801806-001.01 IAS-1 6,0 L-Summa Canister Ambient
6.6 L-Summa Canister Ambient
Detailed Sample Information
Eil Pil £12 Pi2
(Hg) (fisigl Pfi (Hg) (psiq^ Pf2
-7.7 -3.8 3.7
-9.9 •• -4.9 3.7
Cent ID Order # FC ID Order #
9057 FC00161
Miscellaneous Items - received
AVG00624
AVG00717
AVG00550
AVG00382
AVG00826
AVG00612
AVG00829
AVG00511
4^/26/2008 1:31:12PIW Page 1 of 1
, Columbia
^Analytical
Services"
An Employee - Dwnod Company
Air - Chain ot Custody Record & Analytical Service Request Page. of.
2655 Park Center Drive, Suite A
Simi Valley, California 93065
Phone [phone]
Fax [phone]
Requested Turnaround Time In Business Days (Surcharges) please circle
1 Day (100%) 2 Day (75%) 3 Day (50%) 4 Day (35%) 5 Day (25%) 10 Day - Standard
Company Name & Address (Reporting Information)
9.0 0 (^, L^^^iie St,
Sc..^• /c ^(^^^/ CUcC^ c^o^jr<L
Project Manager
L~f^ I
Phone
.r^ B<e"TSC'U
•^l^S^I^OqO^
*?*
^ld^S~il(ol,C/0
Email Address for Result fl«porting
Client Sample ID Laboratory
ID Number
Date
Collected
4*-m-
Project Name
^
Project Number
RO. f I Billing Information
Sampler (Print & Sign)
Time
Collected
I '> Zq
Sample Type
(Air/Tube/
Solid)
Flow Controller
(Bar Code -
AC, SC. BtcJ, FC #1 , ,
Canister ID
(Bar Code #
AC, SC. etc.
Sample
Volume
GAS Project No. ^ .,
CAS Contact
Analysis Method and/or Analytes
0 A
I Comments
e.g. Actual Preservative
or specific Instructions
l/u H-Tf^s - I f'"^'^([)m M!L ^k Ol'^if G<~ ^ f rO
JAS SLia. m. .a£:
.Ta-S - ?
T^S -
n/fcJ. (D41
jaEfi&r::
^JLL
JLUJt.
112.
OO
fiC Co S-^;
2A
l^^
j^s - ^ ci^S
^
^1
b^'i.
f^' Z3"
yj ti
:jh'> ' ^ Q_£l
TfoTe -^3i4 6.\
,p:^ ' -^ ^/b ^^t^'^ (t.-^
XAS.-^^ jJZ ^kl -^ ^^ -41-
Report Tier Levels - please select
tier I - (ResuHsfDelBylt II not apeoified)
Tier II - (Results + JJC)
Tier III - (Data Validation PacAage) 10% Su'Chargs _
Tier V - (client specified)
EDO required Yes / No
Type:
4(i^ ^ Received by: (Signalure) ClH//g?J^^. jgf/aM^D^^
Project Requirements (MRLs, QAPP)
Received by: (Signature)
Relinquished by: (Signature) Received by: (Signature)
Cooler / Blank
Temperature _
Client: GaiaTech
Columbia Analytical Services, Inc.
Sample Acceptance Check Form
Work order: P0801806
Project: Quality Linm / A7046 4300
Sample(s) received on: 6/13/08 Date opened: 6/13/08 by: MZAMORA
T^ote: This form is used forJl samples received by CAS. TTie use of this fonn for custody seals is strictly meant to indicate presence/absence and not as an indication of
compliance or nonconformity. Thermal preservation and pH will only be evaluated either at the request of Ihe client and/or as required by the method/SOP
Yes
Were sample containers properly marked witti client sample ID? E]
Container(s) supplied by CAS? El
Did sample containers arrive in good condition? [xl
Were chain-of-custody papers used and filled out?
Did sample container labels and/or tags agree with custody papers?
Wiis sample volume received adequate for analysis?
Are samples within specified holding times?
Wits proper temperature (thermal preservation) of cooler at receipt adhered to?
Cooler Temperature °C Blank Temperatiure °C
Was a trip blank received?
Tripblanksuppliedby CAS: Serial* -TB
1
2
3
4
5
6
7
m
El
m
D
No
D
D
D
a
D
D
D
n
n E]
10 Were custody seals on outside of cooler/Box?
Location of seal (s) ?
Were signature and date included?
WCTC seals intact?
Were custody seals on outside of sample container?
Location of seal(s)? .
11
12
13
Were signature and date included?
Were seals intact?
Do containCTS have appropriate preservation, according to method/SOP or CUent specified infonnation?
Is there a chent indication that the submitted samples are pH preserved?
Were VOA vials checked for presence/absence of air bubbles?
Does the chent/method/SOP require that the analyst check the sample pH and if necessary alter it?
Tubes: Are the tubes capped and intact?
Do they contain moisture?
Badges: Are the badges properly capped and intact?
Are dual bed badges separated and individually capped and intact?
Explain any discrepancies: (include lab sample ED munbers);
N/A
D
D
D
D
D
D
D
E]
Sealing Lid?
Sealing Lid?
onnation?
Tit?
D
n
n
D
D
D
a
D
n
n
D
D
D
n
D
n
H
D
D
D
m
D
n
n
n
D
D
• n
n
n
n
n
m
El
E)
D
s
E3
El
El
E
E
El
E
E
E
E
iiliiiipiiiii
iiiiiliiiiliiiii P0801806-001.01
P0801806-002.0]
P0801806-003.01
P0801806-004.01
P0801806-005.01
P0801806-006.01
P0801806-007.01
^^H
6.0 L Ambient Can
6.0 L Ambient Can
6.0 L Ambient Can
6.0 L Ambient Can
6.0 L Ambient Can
6.0 L Ambient Can
6.0 L Ambient Can
•
liijiiiiiiii
Received
iiiiPiii
Adjusted ™r::^".T iiiiiiil^WiBiiiiiiii
•Required pH: Phenol«/COD/NH3/TOCArOX/N03+N02/TKN/T.PHOS, H2S04 (pH<2); Metals, HN03 (pH<2); CN (NoOHorNsOH/Asc Acid) (pH>12);
RSK - MEEPP, HCL (pH<2); RSK - C02, (pH 5-8); Sulfur (pH>4) Diss. Sulfide, NoOH (pH>l2); T. Sulfide, NaOH/ZnAc (pH>12)
P0801806_GaiaToch_QuaUtyljinca_A70464300 -Page I of2 6/13/08 4:57 PM
Client: GaiaTech
Columbia Analytical Services, Inc.
Sample Acceptance Check Form
Work order: P0801806
Proj ect: Quahty Linm / A7046 4300
Sample(s) received on: 6/13/08 Date opened: 6/13/08 by: MZAMORA
|l::^::::^:;:;:::^:::::;;::>^;;;:;:;:;^:::|:S:;;;::x;:::;:;:i^:::i;::;:::;:>;:;^:::>:•
iii^Wii«ii
P0801806-008.01
^^B
16.0 L Ambient Can
\
l"R!i,u;;^"'l""Riiv«d
l-:=f^-i^i^i-l'iiliipf::: iii;;:-W^ [•iH': '"iH^^^^^j^KiK'if^i^]^^
1 Aai"'-^'
•liiiii
•••••
i |l 1 1 Ill Ml.l 1 1,.. ,j
Explain any discrq)ancies: (include lab sample ID numbers):
•Requited pH: Phenols/COD/NH3/TOC/TOX/N03+N02/TKN/T.PHOS, H2S04 (pH<2); Metals, HN03 (pH<2); CN (NaOH orNaOH/Asc Acid){pH>12);
Diss, sulfide, NaOH (pH>12); T. Sulfide, NaOH/ZnAc (pH>t2) RSK - MEEPP, HCL (pH<2); RSK - C02, (pH 5-8); Sam)rrpH>41
P080180(5_Ou.T«tQu»lityLiuen_A704«300 -P.e«2of2 ^ ' . vr „-^-.^ ^ 67l3708 457 PM
COLUMBIA ANALYTICAL SERVICES, INC.
RESULTS OF ANALYSIS
Page 1 of 3
Client:
Client Sample ID:
Client Project ID:
Test Code:
Instrument ID:
Analyst:
Sampling Media:
Test Notes:
Container ID:
GaiaTecli
IAS-1
Quality Linen / A7046 4300
EPA TO-15
Tekmar AUTOCAN/HP5972/HP5890 II+/MS2
Liliana Marghitoiu
6.0 L Summa Canister
AC00672
CAS Project ID: P0801806
CAS Sample ID: P0801806-001
Date Collected: 6/12/08
Date Received: 6/13/08
Date Analyzed: 6/19/08
Volume(s) Analyzed: 1.00 Liter(s)
0.10 Liter(s)
Initial Pressiue (psig): -3.8 Final Pressure (psig): 3.7
Canister Dilution Factor: 1.69
CAS#
115-07-1
75-71-8
74-87-3
76-14-2
75-01-4
106-99-0
74-83-9
75-00-3
64-17-5
75-05-8
107-02-8
67-64-1
75-69-4
67-63-0
107-13-1
75-35-4
75-09-2
107-05-1
76-13-1
75-15-0
156-60-5
75-34-3
1634-04-4
108-05-4
78-93-3
Compound
Propene
Dichlorodifluoromethane (CFC 12)
Chloromethane
l,2-Dichloro-l,l,2,2-
tetrafluoroethane (CFC 114)
Vinyl Chloride
1,3-Butadiene
Bromomethane
Chloroethane
Ethanol
Acetonitrile
Acrolein
Acetone
Trichlorofluoromethane
2-Propanol (Isopropyl Alcohol)
Acrylonitrile
1,1-Dichloroethene
Methylene Chloride
3-Chloro-l-propene (Allyl Chloride)
Trichlorotrifluoroethane
Carbon Disulfide
trans-l,2-Dichloroethene
1,1-Dichloroethane
Methyl tert-Butyl Ether
Vinyl Acetate
2-Butanone (MEK)
Result
fig/m^
2.5
2.3
16
0.95
14
1.1
2.7
0.98
7.2
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
MRL
^g/m'
0.85
0.85
0.85
0.85
0.85
0.85
0.85
0.85
8.5
0.85
0.85
8.5
0.85
0.85
0.85
0.85
0.85
0.85
0.85
0.85
0.85
0.85
•0.85
8.5
0.85
Result
ppbV
1.4
0.46
ND
•ND
ND
ND
ND
ND
8.3
ND
0.42
5.8
0.20
1.1
ND
ND
ND
ND
ND
ND
0.25
ND
ND
ND
2.4
MRL
ppbV
0.49
-- 0.17
0.41
0.12
0.33
0.38
0.22
0.32
4.5
0.50
0.37
3.6
0.15
0.34
0.39
0.21
0.24
0.27
o.n
0.27
0.21
0.21
0.23'
2.4
0.29
Data
Qualifier
M
ND = Compoimd was analyzed for, but not detected above the laboratory reporting limit.
MRL = Method Reporting Limit - The minimum quantity of a target analyte that can be confidently determined by the referenced method.
M = Matrix interference due to coelution with a non-target compound; results may be biased high.
Verified By:
P0801806_TO 15_08062'11205_RE.xls - Samplt
A^ Date: biak|(>5< 8
T015SCAN.XLT - 75 Compounds - VageNo.:
COLUMBIA ANALYTICAL SERVICES, INC.
RESULTS OF ANAJ.YS1S
. Page 2 of 3
Client:
Client Sample ID:
Client Project ID:
Test Code:
Instrument ID:
Analyst:
Sampling Media:
Test Notes:
Container ID:
GaiaTech
lAS-l
Quality Linen / A7046 4300
EPA TO-15
Tekmar AUTOCAN/HP5972/HP5890 n+/MS2
Lihana Marghitoiu
6.0 L Summa Canister
AC00672
CAS Project ID: P0801806
CAS Sample ID: P0801806-001
Date Collected: 6/12/08
Date Received: 6/13/08
Date Analyzed: 6/19/08
Volume(s) Analyzed: 1.00 Liter(s)
0.10 Liter(s)
Initial Presstu-e (psig): -3.8 Final Pressiu-e (psig): 3.7
Canister Dilution Factor: 1.69
CAS# Compound Result
^g/m^
MRL Result
ppbV
MRL
ppbV
Data
Qualifier
156-59-2 cis-l,2-Dichloroethene
141-78-6 Ethyl Acetate
110-54-3 n-Hexane
67-66-3 Chloroform
109-99-9 Tetrahydrofiuan (THF)
17
5.5
2.1
ND
ND
0.85
0.85
0.85
0.85
0.85
4.3
1.5
0.60
ND
ND
0.21
0.23
0.24
0.17
0.29
107-06-2 1,2-Dichloroethane
71-55-6 1,1,1-Trichloroethane
71-43-2 Benzene
56-23-5 Carbon Tetrachloride
110-82-7 Cyclohexane
78-87-5 1,2-Dichloropropane
75-27-4 Bromodichloromethane
79-01-6 Trichloroethene
123-91-1 1,4-Dioxane
80-62-6 Methyl Methacrylate
142-82-5 n-Heptane
10061-01-5 cis-1,3-Dichloropropene
108-10-1 4-Methyl-2-pentanone
10061 -02-6 trans-1,3-Dichloropropene
79-00-5 1,1,2-Trichloroethane
108-88-3 Toluene
591-78-6 2-Hexanone
124-48-1 Dibromochlpromethane
106-93-4 1,2-Dibromoethane
123-86-4 n-Butyl Acetate
2.7
ND
ND
ND
ND
0.85
0.85
0.85
0.85
0.85
15
ND
ND
ND
ND
0.85
0.85
0.85
0.85
0.85
1.4
3.1
ND
ND
ND
0.85
0.85
0.85
0.85
0.85
23
ND
ND
ND
ND
0,85
0.85
0.85
0.85
0.85
0.84
2.9
ND
ND
ND
ND
ND'
ND
ND
ND
0.34
0.76
ND
ND
ND
6.1
ND
ND
ND
ND
0.21
0.15.
0.26
0.13
0.25
0.18
0.13
0.16
0.23
0.21
0.21
0.19
0.21
0.19
0.15
0.22
0.21
0.099
0.11
0.18
ND = Compoimd was analyzed for, but not detected above the laboratory reporting limit.
MRL = Method Reporting Limit - The minimum quantity of a target analyte that can be confidently determined by the referenced method.
P080I806_TOi5_0806241205_RE.xls - Sample
Verified By: Vwi-Date: biok |,D?< 9
T015SCAN.XLT - 75 Compounds - l-oecNo.:
COLUMBLV ANALYTICAL SERVICES, INC.
RESULTS OF ANALYSIS
. Page 3 of 3
Client:
Client Sample ID:
Client Project ID:
Test Code:
Instrument ID:
Analyst:
Sampling Media:
Test Notes:
Container ED:
GaiaTech
IAS-1
Quality Linen / A7046 4300
EPA TO-15
Tekmar AUTOCAN/HP5972/HP5890 n+/MS2
Liliana Marghitoiu
6.0 L Summa Canister
AC00672
CAS Project ID; P0801806
CAS Sample ID: P0801806-001
Date Collected: 6/12/08
Date Received: 6/13/08
Date Analyzed: 6/19/08
Volume(s) Analyzed: 1.00 Liter(s)
0.10 Liter(s)
Initial Pressiure (psig): -3.8 Final Pressure (psig): 3.7
Canister Dilution Factor: 1.69
CAS#
1)1-65-9
127-18-4
108-90-7
100-41-4
179601-23-1
Compound
Result
^g/m^
MRL
Hg/m^
Result
ppbV
MRL
ppbV
Data
Qualifier
n-Octane
Tetrachloroethene
Chlorobenzene
Ethylbenzene
m,p-Xylenes
0.97
210
1.7
9.4
ND
0.85
0.85
0.85
0.85
1.7
0.21
30
0.39
2.2
ND
0.18
0.12
0.18
0.19
0.39
75-25-2 Bromoform
100-42-5 Styrene
95-47-6 o-Xylene
111-84-2 n-Nonane
79-34-5 1,1,2,2-Tetrachloroethane
ND
ND
2.9
2.0
ND
0.85
0.85
0.85
0.85
0.85
ND
ND
0.66
038
ND
0.082
0.20
0.19
0.16
0.12
98-82-8 Cumene
80-56-8 alpha-Pinene
103-65-1 n-Propylbenzene
622-96-8 4-Ethyltoluene
108-67-8 1,3,5-Trimethylbenzene
ND
ND
ND
1.5
1.7
0.85
0.85
0.85
0.85
0.85
ND
ND
ND
0.30
0.34
0,17
0.15
0.17
0.17
0.17
95-63-6
100-44-7
541-73-1
106-46-7
95-50-1
5989-27-5
96-12-8
120-82-1
91-20-3
87-68-3
1,2,4-Trimethylbenzene
Benzyl Chloride
1,3-Dichlorobenzene
1,4-Diclilorobenzene
1,2-Dichlorobenzene
5.0
ND
ND
ND
ND
0.85
0.85
0.85
0.85
0.85
1.0
ND
ND
ND
ND
0.17
0.16
0.14
0.14
0.14
d-Limonene
1,2-Dibromo-3-chloropropane
1,2,4-Trichlorobenzene
Naphthalene
Hexachlorobutadiene
22
1.0
ND
ND
ND
0.85
0.85
0.85
•0.85
0.85
3.9
0.20
ND
ND
ND
0.15
0.087
0.11
0.16
0.079
ND = Compound was analyzed for, but not detected above the laboratory reporting limit.
MRL = Method Reporting Limit - The minimtun quantity of a target analyte that can be confidently detennined by the referenced method.
P0801806_TOl5_080624I205_RB.xis - Sample
Verified By: Date: -ht^l^if^ 10
TOISSCAN.XLT - 75 Compounds - PageNo.:
COLUMBL\ ANALYTICAL SERVICES, INC.
RESULTS OF ANALYSIS
Page 1 of3
Client:
Client Sample ID:
Client Project ID:
Test Code:
Instrument ID:
Analyst:
Sampling Media:
Test Notes:
Container ID:
GaiaTech
IAS-2
QuaUty Linen / A7046 4300
EPA TO-15
Tekmar AUTOCAN/HP5972/HP5890 II+/MS2
Liliana Marghitoiu
6.0 L Summa Canister
AC01380
CAS Project ID: P0801806
CAS Sample ID: P0801806-002
Date Collected: 6/12/08
Date Received: 6/13/08
Date Analyzed: 6/19 - 6/20/08
Volume(s) Analyzed: 1.00 Liter(s)
0.20 Liter(s)
Initial Pressiu-e (psig): -1.3 Final Pressure (psig): 3.7
Canister Dilution Factor: 1.37
CAS#
' 115-07-1
75-71-8
74-87-3
76-14-2
75-01-4
106-99-0
74-83-9
75-00-3
64-17-5
75-05-8
107-02-8
67-64-1
75-69-4
67-63-0
107-13-1
75-35-4
75-09-2
107-05-1
76-13-1
75-15-0
156-60-5
75-34-3
1634-04-4
108-05-4
78-93-3
Compound
Propene
Dichlorodinuoromethane (CFC 12)
Chloromethane
l,2-Dichloro-l,l,2,2-
tetrafluproethane (CFC 114)
Vmyl Chloride
1,3-Butadiene
Bromomethane
Chloroethane
Ethanol
Acetonitrile
Acrolein
Acetone
Trichlorofluoromethane
2-Propanol (Isopropyl Alcohol)
Acrylonitrile
1,1-Dichloroethene
Methylene Chloride
3-Chioro-1 -propene (Allyl Chloride)
Trichlorotrifluoroethane
Carbon Disulfide
trans-1,2-Dichloroethene
1,1-Dichloroethane
Methyl tert-Butyl Ether
Vinyl Acetate
2-Butanone (MEK)
Result
Uglm'
2.9
2.3
ND
ND
ND
ND
ND
ND
13
ND
0.97
30
1.2
4.8
ND
ND
0.97
ND
ND
ND
ND
ND
ND
ND
11
MRL
Hg/m'
0.69
0.69
0.69
0.69
0.69
0.69
0.69
0.69
6.9
0.69
0.69
6.9
0.69
0.69
0.69
0.69
0.69
0.69
0.69
0.69
0.69
0.69
:0.69
6.9
0.69
Result
ppbV
1.7
0.47
ND
ND
ND
ND
ND
ND
7.1
ND
0.43
13
0.21
1.9
ND
ND
0.28
ND •
ND
ND
ND
ND
ND
ND
3.8
MRL
ppbV
0.40
— 0.14
0.33
0.098
0.27
0.31
0.18
0.26
3.6
0.41
0.30
2.9
0.12
0.28
0.32
0.17
0.20
0.22
0.089
0.22
0.17
0.17
0.19
1.9
0.23
Data
Qualifier
M
ND = Compoimd was analyzed for, but not detected above the laboratory reporting limit.
MRL = Method Reporting Limit - The minimum quantity of a target analyte that can be confidently determined by the referenced method.
M = Matrix interference due to coelution with a non-target compoimd; results may be biased high.
P0S01806_TO15_080624120S_RE.xls - Sampje {2)
Verified By: j£f r Date: KU^( (Sg 1 1
TOl SSCAN.XLT - 75 Compounds - PaecNo.:
COLUMBIA ANALYTICAL SERVICES, INC.
RESULTS OF ANALYSIS
Page 2 of 3
Client:
Client Sample ID:
Client Project ID:
Test Code:
Instrument ID:
Analyst:
Sampling Media:
Test Notes:
Container ID:
GaiaTech
IAS-2
Quality Linen / A7046 4300
EPA TO-15
Tekmar AUTOCAN/HP5972/HP5890 n+/MS2
Liliana Marghitoiu
6.0 L Summa Canister
AC01380
CAS Project ED: P0801806
CAS Sample ID: P0801806-002
Date Collected: 6/12/08
Date Received: 6/13/08
Date Analyzed: 6/19 - 6/20/08
Volume(s) Analyzed: 1.00 Liter(s)
0.20 Liter(s)
Initial Pressure (psig): -1.3 Final Pressure (psig): 3.7
Canister Dilution Factor: 1.37
CAS#
156-59-2
141-78-6
110-54-3
67-66-3
109-99-9
107-06-2
71-55-6
71-43-2
56-23-5
110-82-7
78-87-5
75-27-4
79-01-6
123-91-1
80-62-6
142-82-5
10061-01-5
108-10-1
10061-02-6
79-00-5
108-88-3
591-78-6
124-48-1
106-93-4
123-86-4
Compound
cis-1,2-Dichloroethene
Ethyl Acetate
n-Hexane
Chloroform
Tetrahydrofuran (TELF)
1,2-Dichloroethane
1,1,1 -Trichloroethane
Benzene
Carbon Tetrachloride
Cyclohexane
1,2-Dichloropropane
Bromodichloromethane
Trichloroethene
1,4-Dioxane
Methyl Methacrylate
n-Heptane
cis-1,3-Dichloropropene
4-Methyl-2-pentanone
trans-1,3-Dichloropropene
1,1,2-Trichloroethane
Toluene
2-Hexanone
Dibromochloromethane
1,2-Dibromoethane
n-Butyl Acetate
Result
pg/m'
ND
4.3
2.0
ND
3.2
ND
ND
1.4
ND
ND
ND
ND
ND
ND
ND
1.7
ND
4.4
ND
ND
36
ND
ND
ND
1.2
MRL
Hg/m'
0.69
0.69
0.69
0.69
0.69
0.69
0.69
0.69
0.69
0.69
0.69
0.69
0.69
0.69
0.69
0.69
0.69
0.69
0.69
0.69
0.69
0.69
0.69
•0.69
0.69
Result
ppbV
ND
1.2
0.58
ND
1.1
ND
ND
0.45
ND
ND
ND
ND
ND
ND
ND
0.40
ND
1.1
ND
ND
9.4
ND
ND
ND
0.25
MRL
ppbV
0.17
-0.19
0.19
0.14
0.23
0.17
0.13
0.21
0.11
0.20
0.15
0.10
0.13
0.19
0.17
0.17
0.15
0.17
0.15
0.13
0.18
0.17
0.080
0.089
0.14
Data
Qualifier
ND - Compound was analyzed for, but not detected above the laboratory reporting hmit.
MRL = Method Reporting Limit - The minimum quantity of a target analyte that can be confidently determined by the referenced method.
P080IS06_TOI5_080624I205_RE.xls - Sample (2)
Verified By: ^... _Date:_y2^tQ^_ 12
TOl 5SCAN.XLT - 75 Compound! - PagtNc:
COLUMBLV ANALYTICAL SERVICES, INC.
RESULTS OF ANALYSIS
Page 3 of 3
Client:
Client Sample ID:
Client Project ID:
Test Code:
Instrument ID:
Analyst:
Sampling Media:
Test Notes:
Container ID:
GaiaTech
IAS-2
Quality Linen/ A7046 4300
EPA TO-15
Tekmar AUTOCAN/HP5972/HP5890 II-H/MS2
Liliana Marghitoiu
6.0 L Summa Canister
AC01380
CAS Project ID: P0801806
CAS Sample ID: P0801806-002
Date Collected: 6/12/08
Date Received: 6/13/08
Date Analyzed: 6/19 - 6/20/08
Volume(s) Analyzed: 1.00 Liter(s)
0.20 Liter(s)
Initial Pressure (psig): -1.3 Final Pressure (psig): 3.7
Canister Dilution Factor: 1.37
CAS#
111-65-9
127-18-4
108-90-7
100-41-4
179601-23-1
75-25-2
100-42-5
95-47-6
111-84-2
79-34-5
98-82-8
80-56-8
103-65-1
622-96-8
108-67-8
95-63-6
100-44-7
541-73-1
106-46-7
P5-50-1
5989-27-5
96-12-8
120-82-1
91-20-3
87-68-3
Compound
n-Octane
Tetrachloroethene
Chlorobenzene
Ethylbenzene
m,p-Xylenes
Bromoform
Styrene
o-Xylene
n-Nonane
1,1,2,2-TetTachloroethane
Cumene
alpha-Pinene
n-Propylbenzene
4-Ethyltoluene
1,3,5-TrimethyIbenzene
1,2,4-Trimethylbenzene
Benzyl Chloride
1,3-Diclilorobenzene
1,4-Dtchlorobenzene
1,2-Dichlorobenzene
d-Limonene
1,2-Dibromo-3-chloropropane
1,2,4-Trichlorobenzene
Naphthalene
Hexachlorobutadiene
Result
pg/m'
0.97
8.7
ND
2.1
10
ND
ND
3.0
1.6
ND
ND
1.3
0.70
1.3
1.3
3.9
ND
ND
ND
ND
280
ND
ND
ND
ND
MRL
lig/m'
0.69
0.69
0.69
0.69
1.4
0.69
0.69
0.69
0.69
0.69
0.69
0.69
0.69
0.69
0.69
0.69
0.69
0.69
0.69
0.69
0.69
0.69
0.69
0.69
0.69
Result
ppbV
0.21
1.3
ND
0.49
2.4
ND
• ND
0.70
0.31
ND
ND
0.23
0.14
0.26
0.26
0.79
ND
ND
ND
ND
51
ND
ND
ND
ND
MRL
ppbV
0.15
-- 0.10
0.15
0.16
0.32
0.066
0.16
0.16
0.13
0.10
0.14
0.12
0.14
0.14
0.14
0.14
0.13
0.11
0.11
0.11
0.12
0.071
0,092
0.13
0.064
Data
Qualifier
ND = Compound was analyzed for, but not detected above the laboratory reporting hmit.
MRL = Method Reporting Limit - The minimum quantity of a target analyte that can be coiifidently determined by the referenced method.
P0SOlS06_TO15_0806241205_RE.xls - Sample (2)
Verified By: Zs^ Date: Qo.ul D^ • 3
T015SCAN.XLT • 75 Compounds - PageNo.:
COLUMBIA ANALYTICAL SERVICES, INC.
RESULTS OF ANALYSIS
Page 1 of 3
Client:
Client Sample ID:
Client Project ID:
GaiaTech
IAS-3
Quality Linen / A7046 4300
Test Code: EPA TO-15
tostrument ID: Tekmar AUTOCAN/HP5972/HP5890 II+/MS2
Analyst: LiUana Marghitoiu
Sampling Media: 6.0 L Summa Caiuster
Test Notes:
CAS Project ID: P0801806
CAS Sample ID: P0801806-003
Date Collected: 6/12/08
Date Received: 6/13/08
Date Analyzed: 6/19/08
Volume(s) Analyzed: 1.00 Liter(s)
Container ID: AC01448
Initial Pressure (psig): -4.9 Final Pressure (psig): 3.7
Canister Dilution Factor: 1.
CAS#
115-07-1
75-71-8
74-87-3
76-14-2
75-01-4
106-99-0
74-83-9
75-00-3
64-17-5
75-05-8
107-02-8
67-64-1
75-69-4
67-63-0
107-13-1
75-35-4
75-09-2
107-05-1
76-13-1
75-15-0
156-60-5
75-34-3
1634-04-4
.108-05-4
78-93-3
Compound
Propene
Dichlorodinuoromethane (CFC 12)
Chloromethane
l,2-Dichloro-l,l,2,2-
tetrafluoroethane (CFC 114)
Vmy] Chloride
1,3-Butadiene
Bromomethane
Chloroethane
Ethanol
Acetonitrile
Acrolein
Acetone
Trichlorofluoromethane
2-Propanol (Isopropyl Alcohol)
Acrylonitrile
1,1-Dichloroethene
Methylene Chloride
3-Chloro-l-propene (Allyl Chloride)
Trichlorotrifluoroethane
Carbon Disulfide
trans-1,2-Dichloroethene
1,1 -Dichloroethane
Methyl tert-Butyl Ether
Vinyl Acetate
2-Butanone (MEK)
Result
pg/m'
2.4
2.3
13
1.2
21
1.1
23
8.5
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
MRL
pg/m^
0.94
0.94
0.94
0.94
0.94
0.94
0.94
0.94
9.4
0.94
0.94
9.4
0.94
0.94
0.94
0.94
0.94
0.94
0.94
0.94
0.94
0.94
:0.94
9.4
0.94 ,
Result
ppbV
1.4
0.46
6.7
0.51
8.9
0.20
0.92
2.9
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
MRL
ppbV
0.55
-0.19
0.46
0.13
0.37
0.43
0.24
0.36
5.0
0.56
0.41
4.0
0.17
0.38
0.43
0.24
0.27
0.30
0.12
0.30
0.24
0.23
0.26
2.7
0.32
Data
Qualifier
M
M
ND = Compound was analyzed for, but not detected above the laboratory reporting limit.
MRL = Method Reporting Limit - The minimum quantity of a target analyte that can be confidently determined by the referenced method.
M = Matrix interference due to coelution with a non-target compound; results may be biased high.
P0801806_TO15_080624l20S_R£xls-Sample(3)
Verified By: ^ Date: ^hAi.'k 14
T015SCAN.XLT - 75 Compounds - PageNo.:
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RESULTS OF ANALYSIS
Page 2 of 3
Client:
Client Sample ED:
Client Project ID:
Test Code:
Instrument ID:
Analyst:
Sampling Media:
Test Notes:
Container ID:
GaiaTech
lAS-3
Quahty Linen/ A7046 4300
EPA TO-15
Tekmar AUTOCAN/ELP5972/HP5890 II+/MS2
Liliana Marghitoiu
6.0 L Summa Canister
AC01448
CAS Project ID: P0801806
CAS Sample ID: P0801806-003
Date Collected: 6/12/08
Date Received: 6/13/08
Date Analyzed: 6/19/08
Voluine(s) Analyzed: 1.00 Liter(s)
Initial Pressure (psig): -4.9 Final Pressure (psig): 3.7
Canister Dilution Factor: 1.
CAS# Compound Result
>tg/m'
MRL Result
ppbV
MRL
ppbV
Data
Qualifier
156-59-2
141-78-6
110-54-3
67-66-3
109-99-9
107-06-2
71-55-6
71-43-2
56-23-5
110-82-7
cis-l,2-Dichloroethene
Ethyl Acetate
n-Hexane
Chloroform
Tefrahydroluran (THF)
9.5
3.8
1.8
ND
ND
0.94
0.94
0.94
0.94
0.94
2.4
1.0
0.52
ND
ND
0.24
0.26
0.27
0.19
0.32
1,2-Dicliloroethane
1,1,1 -Trichloroethane
Benzene
Carbon Tetrachloride
^yclohexane
78-87-5 1,2-Dichloropropahe
75-27-4 Bromodichloromethane
79-01 -6 Trichloroethene
123-91-1 1,4-Dioxane
80-62-6 Methyl Methacrylate
142-82-5 n-Heptane
10061-01-5 cis-1,3-Dichloropropene
108-10-1 4-Methyl-2-pentanone
10061-02-6 trans-1,3-Dichloropropene
79-00-5 1,1,2-Trichloroethane
2.3
ND
ND
ND
ND
0.94
0.94
0.94
0.94
0.94
9.9
ND
ND
ND
ND
0.94
0.94
0.94
0.94
0.94
1.3
2.5
ND
ND
ND
0.94
0.94
0.94
0.94
0.94
0.73
ND
ND
ND
ND
1.8
ND
ND
ND
ND
0.23
0.17
0.29
0.15
_q.27_
0.20
0.14
0.17
0.26
0.23
033
0.61
ND
ND
ND
0.23
0.21
0.23
0.21
0.17
108-88-3 Toluene
591-78-6 2-Hexanone
124-48-1 Dibromochloromethane
106-93-4 1,2-Dibromoethane
123-86-4 n-Butyl Acetate
24
ND
ND
ND
ND
0.94
0.94
0.94
0.94
0.94
6.4
ND
ND
ND
ND
0.25
0.23
0.11
0.12
0.20
ND = Compound was analyzed for, but not detected above the laboratory reporting limit.
MRL = Method Reporting Limit - The minimum quantity of a target analyte that can be confidently determined by the referenced method.
P0801806_TOI5_080624I205_RE.xls - Sample (3)
Verified By: (^^ Date: hb,(^l O'g 15
T015SCAN.XI-T - 75 Compounds - PageNo
COLUMBLV. ANALYTICAL SERVICES, INC.
RESULTS OF ANALYSIS
Page 3 of 3
Client:
Client Sample ID:
Client Project ID:
Test Code:
Instrument ID:
Analyst:
Sampling Media:
Test Notes:
Container ID:
GaiaTech
lAS-3
Quality Linen / A7046 4300
EPA TO-15
Tekmar AUTOCAN/HP5972/HP5890 U+MS2
Liliana Marghitoiu
6.0 L Summa Canister
AC01448
CAS Project ID: P0801806
CAS Sample ID: P0801806-003
Date Collected: 6/12/08
Date Received: 6/13/08
Date Analyzed: 6/19/08
Volume(s) Analyzed:. 1.00 Liter(s)
Initial Pressure (psig): -4.9 Final Pressure (psig): 3.7
Canister Dilution Factor. 1.
• CAS#
111-65-9
127-18-4
108-90-7
100-41-4
179601-23-1
75-25-2
100-42-5
95-47-6
111-84-2
79-34-5
98-82-8
80-56-8
103-65-1
622-96-8
108-67-8
95-63-6
i 00-44-7
541-73-1
106-46-7
95-50-1
5989-27-5
96-12-8
120-82-1
91-20-3
87-68-3
Compound
n-Octane
Tetrachloroethene
Chlorobenzene
Ethylbenzene
ni,p-Xylenes
Bromoform
Styrene
o-Xylene
n-Nonane
1,1,2,2-Tetrachloroethane
Cumene
alpha-Pinene
n-Propylbenzene
4-Ethyltoluene
1,3,5-Trimethylbenzene
1,2,4-Trimethylbenzene
Benzyl Chloride
1,3-Dichlorobenzene
1,4-Diclilorobenzene
1,2-Dichlorobenzene
d-Limonene
1,2-Dibromo-3-chloropropane
1,2,4-Trichlorobenzene
Naphthalene
Hexachlorobutadiene
Result
pg/m^
1.0
160
ND
1.6
8.7
ND
ND
2.8
1.8
ND
ND
ND
0.96
1.8
1.7
5.7
ND
ND
ND
ND
8.7
ND
ND
ND
- ND
MRL
pg/m^
0.94
0.94
0.94
0.94
1.9
0.94
0.94
0.94
0.94
0.94
0.94
0.94
0.94
0.94
0.94
0.94
0.94
0.94
0.94
0.94
0.94
0.94
0.94
•0.94
0.94
Result
ppbV
0.22
24
ND
0.37
2.0
ND
ND
0.64
034
ND
ND
ND
0.19
037
036
1.2
ND
ND
ND
ND
1.6
ND
ND
ND
ND
MRL
ppbV
0.20
- " 0.14
0.20
0.22
0.43
0.091
0.22
0.22
0.18
0.14
0.19
0.17
0.19
0.19
0.19
0.19
0.18
0.16
0.16
0.16
0.17
0.097
0.13
0.18
0.088
Data
Qualifier
ND = Compoimd was analyzed for, but not detected above the laboratory reporting limit.
MRL = Method Reporting Limit - The minimum quantity of a target analyte that can be confidentiy determined by the referenced method.
F0801S06_TO15_080624I20S_RE.xl3 . Sample (i)
Verified By: £^ Date: blOfe.? pg" 16
T015SCAN.XL.T - 75 Compounds - PnBeNo.:
COLUMBIA ANALYTICAL SERVICES, INC.
RESULTS OF ANALYSIS
Page 1 of3
Client:
Chent Sample ID:
Client Project ID:
Test Code:
Instrument ID:
Analyst:
Sampling Media:
Test Notes:
Container ID:
GaiaTech
IAS-4
Quality Linen / A7046 4300
EPA TO-15
Tekmar AUTOCAN/HP5972/HP5890 n+/MS2
LiUana Marghitoiu
6.0 L Summa Canister
AC01043
CAS Project ID: P0801806
CAS Sample ID: P0801806-004
Date Collected: 6/12/08
Date Received: 6/13/08
Date Analyzed: 6/19/08
Volume(s) Analyzed: 1.00 Liter(s)
Initial Pressure (psig): -4.3 Final Pressure (psig): 3.6
Canister Dilution Factor: 1.76
CAS#
115-07-1
75-71-8
74-87-3
76-14-2
75-01-4
106-99-0
74-83-9
75-00-3
64-17-5
75-05-8
107-02-8
67-64-1
75-69-4
67-63-0
107-13-1
75-35-4
75-09-2
107-05-1
76-13-1
75-15-0
156-60-5
75-34-3
1634-04-4
108-05-4
78-93-3
Compound
Propene
Dichlorodifluoromethane (CFC 12)
Chloromethane
l,2-Dichloro-l,l,2,2-
teti-afluoroethane (CFC 114)
Vinyl Chloride
1,3-Butadiene
Bromomethane
Chloroethane
Ethanol
Acetonitrile
Acrolein
Acetone
Trichlorofluoromethane
2-PropanoI (Isopropyl Alcohol)
Acrylonitrile
1,1-Dichloroethene
Methylene Chloride
3-Chloro-l-propene (Allyl Chloride)
Trichlorotrifluoroethane
Carbon Disulfide
trans-1,2-Dichloroethene
1,1 -Dichloroethane
Methyl tert-Biityl Ether
Vinyl Acetate
2-Butanone (MEK)
Result
pg/m'
2.8
2.2
ND
ND
ND
ND
ND
ND
70
ND
ND
21
1.1
10
ND
ND
3.6
ND
ND
ND
ND
ND
ND
ND
4.1
MRL
pg/m^
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
8.8
0:88
0.88
S.S
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
-0.88
8.8
0.88 ,
Result
ppbV
1.6
0.45
ND
ND
ND
ND
ND
ND
37
ND
ND
8.8
0.20
4.1
ND
ND
1.0
ND
ND
ND
ND
ND
ND
ND
1.4
MRL
ppbV
0.51
-- 0.18
0,43
0.13
0.34
0.40
0.23
0.33
4.7
0.52
0.38
3.7
0.16
0.36
0.41
0.22
0.25
0.28
0.11
0.28
0.22
0.22
.0.24
2.5
0.30
Data
Qualifier
M
ND = Compound was analyzed for, but not detected above the laboratory reporting limit.
MRL = Method Reporting Limit - The minimum quantity of a target analyte that can be confidently determined by the referenced method.
M = Matrix interference due to coelution with a non-target compound; results may be biased high.
)'0801806_TOI5_0806241205_RE.)ds - Sample {4J
Verified By: €J^ Date: U2J^\ i^9; 17
T015SCAN.XLT - 75 Compounds - PngcNo.:
COLUMBIA ANALYTICAL SERVICES, INC.
Client:
Client Sample ID:
Client Project ID:
RESULTS OF ANALYSIS
Page 2 of 3
GaiaTech
IAS-4
Quality Linen ( A7046 4300
Test Code: EPA TO-15
Instiomient ID: Tekmar AUTOCAN/HP5972/HP5890 U+/MS2
Analyst: Liliana Marghitoiu
Sampling Media: 6.0 L Summa Canister
Test Notes:
CAS Project ID: P0801806
CAS Sample ID: P0801806-004
Date Collected: 6/12/08
Date Received: 6/13/08
Date Analyzed: 6/19/08
Volume(s) Analyzed: 1.00 Liter(s)
Container ID: AC01043
CAS#
Initial Pressiue (psig): -4.3 Final Pressure (psig): 3.6
Compound Result MRL
Canister Dilution Factor: 1.76
Result
ppbV
MRL
ppbV
Data
Quahfier
156-59-2 cis-l,2-Dichloroetiiene
141-78-6 Ethyl Acetate
110-54-3 n-Hexane
67-66-3 Chloroform
109-99-9 Tetirahydrofuran (THF)
107-06-2 1,2-Dichloroethane
71-55-6 1,1,1-Trichloroetiiane
71-43-2 Benzene
56-23-5 Carbon Teti:achloride
110-82-7 Cyclohexane
78-87-5 1,2-Dichloropropane
75-27-4 Bromodichloromethane
79-01-6 Trichloroethene
123-91-1 1,4-Dioxane
80-62-6 Methyl Methacrylate
ND
33
2.4
1.9
ND
0.88
0.88
0.88
0.88
0.88
1.1
ND
ND
ND
0.89
0.88
0.88
0.88
0.88
0.88
0.93
ND
ND
ND
ND
0.88
0.88
0.88
0.88
0.88
ND
0.92
0.67
038
ND
035
ND
ND
ND
0.26
0.17
ND
ND
ND
ND
0.22
- 0.24
0.25
0.18
030_
0.22
0.16
0.28
0.14
__^26_
0.19
0.13
0.16
0.24
0.21
142-82-5 n-Heptane
10061-01-5 cis-l,3-Dichloropropene
108-10-1 4-Methyl-2-pentanone
10061 -02-6 trans-l,3-Dichloropropene
79-00-5 1,1,2-Trichloroethane
4.8
1.0
ND
ND
ND
0.88
0.88
0.88
0.88
0.88
1.2
0.25
ND
ND
ND
0.21
0.19
0.21
0.19
0.16
108-88-3 Toluene
591-78-6 2-Hexanone
124-48-1 Dibromochloromethane
106-93-4 1,2-Dibromoethane
123-86-4 n-Butyl Acetate
47
ND
ND
ND
ND
0.88
0.88
0.88 .
:0.88
0.88
12
ND
ND
ND
ND
0.23
0.21
0.10
O.n
0.19
ND = Compound was analyzed for, but not detected above the laboratory reporting limit.
MRL = Method Reporting Limit - The minimum quantitj' of a target analyte that can be confidentiy determined by the referenced method.
. POSO1806_TO 150806241203_RE. xls - Sample (4)
Verified By: Ai^ Date: ^[j.^.[o? 18
TOISSCAN.XLT - 75 Compounds - PageNo.:
COLUMBLl ANALYTICAL SERVICES, INC.
RESULTS OF ANALYSIS
Page 3 of 3
Client:
Client Sample ID:
Chent Project ID:
Test Code:
Instrument ID:
Analyst:
Sampling Media:
Test Notes:
Container ID:
GaiaTech
lAS-4
Quality Linen / A7046 4300
EPA TO-15
Tekmar AUTOCAN/HP5972/HP5890 II+/MS2
Liliana Marghitoiu
6.0 L Summa Canister
AC01043
CAS Project ID: P0801806
CAS Sample ID: P0801806-004
Date Collected: 6/12/08
Date Received: 6/13/08
Date Analyzed: 6/19/08
Volume(s) Analyzed: 1.00 Liter(s)
Initial Pressure (psig): -4.3 Final Pressure (psig): 3.6
Canister Dilution Factor: 1.76
CAS#
111-65-9
127-18-4
108-90-7
100-41-4
179601-23-1
75-25-2
100-42-5
95-47-6
111-84-2
79-34-5
98-82-8
80-56-8
103-65-1
622-96-8
108-67-8
95-63-6
100-44-7
541-73-1
106-46-7
95-50-1
5989-27-5
96-12-8
120-82-1
91-20-3
87-68-3
Compound
n-Octane
Tetrachloroethene
Chlorobenzene
Ethylbenzene
m,p-Xylenes
Bromoform
Styrene
o-Xylene
n-Nonane
1,1,2,2-Tetrachloroethane
Cumene
alpha-Pinene
n-Propylbenzene
4-Ethyltoluene
1,3,5-Trimethylbenzene
1,2,4-Trimethylbenzene
Benzyl Chloride
1,3-Dichlorobenzene
1,4-Dichlorobenzene
1,2-Dichlorobenzene
d-Limonene
l,2-Dibromo-3-chloropropane
1,2,4-Trichlorobenzene
Naphthalene
Hexachlorobutadiene
Result
pg/m'
7.0
110
ND
3.0
15
ND
ND
7.7
15
ND
2.0
ND
11
21
20
69
ND
ND
ND
ND
6.7
ND
ND
ND
ND
MRL
pg/m'
0.88
0.88
0.88
0.88
1.8
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
Result
ppbV
1.5
17
ND
0.69
3.5
ND
ND
1.8
2.9
ND
0.40
ND
2.2
4.4
4.0
14
ND
ND
ND
ND
1.2
ND
ND
ND
ND
MRL
ppbV
0.19
""0.13
0.19
0.20
0.41
0.085
0.21
0.20
0.17
0.13
0.18
0.16
0.18
0.18
0.18
0.18
0.17
0.15
0.15
0.15
0.16
0.091
0.12
0.17
0.083
Data
Qualifier
ND = Compound was analyzed for, but not detected above the laboratory reporting limit
MRL = Method Reporting Limit - The minimum quantity of a target analyte that can be confidently determined by the referenced method.
P0801806_TOl 5_080624120S_RE.xls - Sample (4)
Verified By; J£^ Date: ^laUo^ 19
TOISSCAN.XLT - 75 Compounds - PageNo.'
COLUMBIA ANALYTICAL SERVICES, INC.
RESULTS OF ANALYSIS
Page 1 of 3
Client: GaiaTech
Client Sample ID: IAS-5
Client Project ID: Quahty Linen / A7046 4300
Test Code:
Instrument ID:
Analyst:
Sampling Media:
Test Notes:
Container ID:
EPA TO-15
Tekmar AUTOCAN/HP5972/HP5890 II+/MS2
Liliana Marghitoiu
6.0 L Summa Canister
AC00410
CAS Project ID: P0801806
CAS Sample ID: POSO 1806-005
Date Collected: 6/12/08
Date Received: 6/13/08
Date Analyzed: 6/20/08
Volume(s) Analyzed: 1.00 Liter(s)
Initial Pressure (psig): -4.3 Final Pressure (psig): 3.5
Canister Dilution Factor: 1.75
CAS#
115-07-1
75-71-8
74-87-3
76-14-2
75-01-4
106-99-0
74-83-9
75-00-3
64-17-5
75-05-8
107-02-8
67-64-1
75-69-4
67-63-0
107-13-1
75-35-4
75-09-2
107-05-1
76-13-1
75-15-0
156-60-5
75-34-3
1634-04-4
108-05-4
78-93-3
Compound
Propene
Dichlorodinuoromethane (CFC 12)
Chloromethane
l,2-Dichloro-l,l,2,2-
teti-afluoroethane (CFC 114)
Vinyl Chloride
1,3-Butadiene
Bromomethane
Chloroethane
Ethanol
Acetonitrile
Acrolein
Acetone
Trichlorofluoromethane
2-Propanol (Isopropyl Alcohol)
Acrylonitrile
1,1 -Dichloroethene
Methylene Chloride
3-Chloro-l-propene (Allyl Chloride)
Trichlorotrifluoro ethane
Carbon Disulfide
trans-1,2-Dichloroethene
1,1-Dichloroethane
Methyl tert-Butyl Etiier
Vinyl Acetate
2-Butanone (MEK)
Result
pg/m'
5.8
2.2
ND
ND
ND
ND
ND
ND
62
ND
1.4
40
1.1
18
ND
ND
8.1
ND .
ND
ND
ND
ND
ND
ND
9.6
MRL
pg/m^
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
8.8
0.88
0.88
8.8
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
8.8
0.88
Result
ppbV
3.4
0.44
ND
ND
ND
ND
ND
ND
33
ND
0.62
17
0.20
73
ND
ND
23
ND
ND
ND
ND
ND
ND
ND
33
MRL
ppbV
0.51
- 0.18
0.42
0.13
0.34
0.40.
0.23
0.33
4.6
0.52
0.38"
3.7
0.16
0.36
0.40
0.22
0.25
0.28
0.11
0.28
0.22
0.22
0.24
2.5
0.30
Data
Qualifier
M
ND = Compound was analyzed for, but not detected above the laboratory reporting limit
MRL = Method Reporting Limit - The minimum quantity of a target analyte that can be confidently determined by the referenced method.
M = Matrix interference due to coelution with a non-target compound; results may be biased high.
P080l806_TO15_080624l205_R£.lls - Sample (5)
Verified By: ^^^ _Date:_tixki^2_ 20
TOISSCAN.XLT - 75 Compounds - PojtNo.-.
COLUIMBM ANALYTICAL SERVICES, INC.
Client:
Client Sample ID:
Client Project ID:
RESULTS OF ANALYSTS
. Page 2 of 3
GaiaTech
L\S-5
Quality LinenV A7046 4300
Test Code: EPA TO-15
Instmment ID: Tekmar AUTOCAN/HP5972/HP5890 II-H/MS2
Analyst: Liliana Marghitoiu
Sampling Media: 6.0 L Summa Canister
Test Notes:
CAS Project ID: P0801806
CAS Sample ID: POSO 1806-005
Date Collected: 6/12/08
Date Received: 6/13/08
Date Analyzed: 6/20/08
Volume(s) Analyzed: 1.00 Liter(s)
Container ID: AC00410
Initial Pressure (psig): -4.3 Final Pressure (psig); 3.5
Canister Dilution Factor: 1.75
CAS# Compound Result MRL Result
ppbV
MRL
ppbV
Data
Qualifier
156-59-2 cis-l,2-Dichloroethene
141-78-6 Ethyl Acetate
110-54-3 n-Hexane
67-66-3 Chloroform
i 09-99-9 Teti-ahydrofiu-an (THF)
ND
6.1
4.2
1.0
ND
0.88
0.88,
0.88
0.88
0.88
ND
1.7
1.2
0.21
ND
0.22
0.24
0.25
0.18
0.30
107-06-2 1,2-Dichloroethane
71-55-6 1,1,1-Trichloroethane
71-43-2 Benzene
56-23-5 Carbon Tetrachloride
n 0-82-7 Cyclohexane
1.2
ND
ND
ND
1.5
0.88
0.88
0.88
0.88
0.88
037
ND
ND
ND
0.44
0.22
0.16
0.27
0.14
0.25
78-87-5 1,2-Dichloropropane
75-27-4 Bromodichloromethane
79-01-6 Trichloroethene
123-91-1 1,4-Dioxane
80-62-6 Methyl Methacrylate
ND
ND
ND
ND
ND
0.88
0.88
0.88
0.88
0.88
ND
ND
ND
ND
ND
0.19
0.13
0.16
0.24
0.21
142-82-5 n-Heptane
10061-01-5 cis-1,3-Dichloropropene
108-10-1 4-Methyl-2-pentanone
10061 -02-6 trans-1,3-Dichloropropene
79-00-5 1,1,2-Trichloroetiiane
12
1.1
ND
ND
ND
0.88
0.88
0.88
0.88
0.88
2.9
0.27
ND
ND
ND
0.21
0.19
0.21
0.19
0.16
108-88-3 Toluene
591-78-6 2-Hexanone
124-48-1 Dibromochloromethane
106-93-4 1,2-Dibromoethane
123-86-4 n-Butyl Acetate
120
ND
ND
ND
ND
0.88
0.88
0.88
0.88
0.88
31
ND
ND
ND
ND
0.23
0.21
0.10
0.11
0.18
ND = Compound was analyzed for, but not detected above the laboratory reporting limit.
MRL = Method Reporting, Limit - The minimum quantity of a target analyte that can be confidentiy determined by the referenced method.
P0801806_TO15_0S06241205_RE.ils - Sample (5)
Verified By: ^ ,. Date: Qp^i ii'k' 21
TOISSCAN.XLT - 75 Compounds - PageNo.:
COLUMBIA ANALYTICAL SERVICES, INC.
Client:
Client Sample ID:
Client Project ID:
Test Code:
Instrument ID:
Analyst:
Sampling Media:
Test Notes:
Container ID:
GaiaTech
lAS-5
Quality Linen / A7046 4300
EPA TO-15
Tekmar AUTOCAN/HP5972/HP5890 n+/MS2
Liliana Marghitoiu
6.0 L Summa Canister
AC00410
RESULTS OF ANALYSIS
. Page 3 of 3
CAS Project ID: P080I806
CAS Sample ID: P0801806-005
Date Collected: 6/12/08
Date Received: 6/13/08
Date Analyzed: 6/20/08
Volume(s) Analyzed: 1.00 Liter(s)
Initial Pressure (psig): -4.3 Final Pressure (psig): 3.5
Canister Dilution Factor: 1.75
CAS# Compound
Result MRL
M-g/m^
Result
ppbV
MRL
ppbV
Data
Qualifier
111-65-9
127-18-4
108-90-7
100-41-4
179601-23-1
75-25-2
100-42-5
95-47-6
111-84-2
79-34-5
n-Octane
Tetrachloroethene
Chlorobenzene
Ethylbenzene
m,p-Xylenes
19
6.1
6.8
36
ND
0.88
0.88
0.88
0.88
1.8
4.0
0.90
1.6
8.2
ND
0.19
0.13
0.19
0.20
0.40
Bromoform
Styrene
o-Xylene
n-Nonane
1,1,2,2-Tetrachloroethane
ND
ND
19
41
ND
0.88
0.88
0.88
0.88
0.88
ND
ND
4.4
7.7
ND
0.085
0.21
0.20
0.17
0.13
98-82-8 Cumene
80-56-8 alpha-Pinene
103-65-1 n-Propylbenzene
622-96-8 4-Ethyltoluene
108-67-8 1,3,5-Trimethylbenzene
5.2
29
56
53
ND
0.88
0.88
0.88
0.88
0.88
1.1
5.9
11
11
ND
0.18
0.16
0.18
0.18
0.18
95-63-6 1,2,4-Trimethylbenzene
100-44-7 Benzyl Chloride
541-73-1 l,3-Dicliloroben2ene
106-46-7 1,4-Dichlorobenzene
95-50-1 1,2-Dichlorobenzene
5989-27-5 d-Limonene
96-12-8 l,2-Dibromo-3-chloropropane
120-82-1 1,2,4-Trichlorobenzene
91-20-3 Naphthalene
87-68-3 Hexachlorobutadiene
180
ND
ND
ND
ND
0.88
0.88
0.88
0.88
0.88
10
1.1
ND
ND
ND
0.88
0.88-
0.88
0.88
0.88
36
ND
ND
ND
ND
0.18
0.17
0.15
0.15
0.15
1.8
0.22
ND
ND
ND
0.16
0.091
0.12
0.17
0.082
ND = Compound was analyzed for, but not detected above the laboratory reporting limit.
MRL = Method Reporting Limit - The minimum quantity of a target analyte tiiat can be confidently determined by the referenced method.
P0801806_TO 15_08062412(>5_RE.xls - Sample (5)
Verified By: Y^ Date:(^lMiib^ 22
T015SCAN.XLT - 75 Compoundj - PageNo-
COLUMBIA ANALYTICAL SER\TCES, INC.
RESULTS OF ANALYSIS
Page 1 of 3
Client:
Client Sample ED:
Chent Project ID:
Test Code:
Instrument ID:
Analyst:
Sampling Media:
Test Notes:
Container ED:
GaiaTech
IAS-6
Quality Linen / A7046 4300
EPA TO-15
Tekmar AUTOCAN/HP5972/HP5890 n+/MS2
Liliana Marghitoiu
6.0 L Summa Canister
AC00556
CAS Project ID: P0801806
CAS Sample ID: P0801806-006
Date Collected: 6/12/08
Date Received: 6/13/08
Date Analyzed: 6/20/08
Volume(s) Analyzed: 1.00 Liter(s)
Initial Pressure (psig): -3.7 Final Pressure (psig): 3.5
Canister Dilution Factor: 1.65
CAS#
115-07-1
75-71-8
74-87-3
76-14-2
75-01-4
106-99-0
74-83-9
75-00-3
64-17-5
75-05-8
107-02-8
67-64-1
75-69-4
67-63-0
107-13-1
75-35-4
75-09-2
107-05-1
76-13-1
75-15-0
156-60-5
75-34-3
1634-04-4
108-05-4
78-93-3
Compound
Propene
Dichlorodifluoromethane (CFC 12)
Chloromethane
l,2-Dichloro-l,l,2,2-
tetrafluoroethane (CFC 114)
Vinyl Chloride
1,3-Butadiene
Bromomethane
Chloroethane
Ethanol
Acetonitrile
Acrolein
Acetone
Trichlorofluoromethane
2-Propanol (Isopropyl Alcohol)
Acrylonitrile
1,1 -Dichloroethene
Methylene Chloride
3-Chloro-1 -propene (A llyl Chloride)
Trichlorotrifluoroethane
Carbon Disulfide
trans-1,2-Dichloroethene
1,1-Dichloroethane
Methyl tert-Butyl Ether
Vinyl Acetate
2-Butanone (MEK)
Result
pg/m'
3.4
2.1
ND
ND
ND
ND
ND
ND
16
ND
1.1
22
1.1
10
ND
ND
4.0
ND
ND
ND
ND
ND
ND
ND
3.8
MRL
pg/m^
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
8.3
0.83
0.83
83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
•0.83
83
0.83
Result
ppbV
2.0
0.43
ND
ND
ND
ND
ND
ND
8.7
ND
0.48
9.4
0.20
43
ND
ND
1.1
ND
ND
ND
ND
ND
ND
ND
13
MRL
ppbV
0.48
^•- 0.17
0.40
0.12
0.32
0.37
0.21
031
4.4
0.49
0.36
3.5
0.15
0.34
0.38
0.21
0.24
0.26
0.11
0.27
0.21
0.20
0.23
23
0.28
Data
Qualifier
M
M
ND = Compoimd was analyzed for, but not detected above the laboratory reporting limit.
MRL = Method Reporting Limit - The minimum quantity of a target analyte that can be confidentiy determined by the referenced method.
M = Matrix interference due to coelution with a non-target compound; results may be biased high.
P0801806_TO15_0806241205_R£.xl! - Sample (6)
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Client:
Client Sample ID:
Client Project ID:
Test Code:
Instrument ID:
Analyst:
Sampling Media:
Test Notes:
Container ID:
GaiaTech
IAS-6
Quality Linen / A7046 4300
EPA TO-15
Tekmar AUTOCAN/HP5972/HP5890 I1+MS2.
Liliana Marghitoiu
6.0 L Summa Caruster
AC00556
RESULTS OF ANALYSIS
Page 2 of 3
CAS Project ID: P0801806
• CAS Sample ID: POSO 1806-006
Date Collected: 6/12/08
Date Received: 6/13/08
Date Analyzed: 6/20/08
Volume(s) Analyzed: 1.00 Liter(s)
Initial Pressure (psig): -3.7 Final Pressure (psig): 3.5
Canister Dilution Factor: 1.65
CAS# Compound Result
Pg/m'
MRL
pg/m'
Result
ppbV
MRL
ppbV
Data
Qualifier
156-59-2 cis-l,2-Dichloroethene
141-78-6 Ethyl Acetate
i 10-54-3 n-Hexane
67-66-3 Chloroform
109-99-9 Teuahydrofuran (THF)
107-06-2 1,2-Dichloroethane
71-55-6 1,1,1-Trichloroethane
71-43-2 Benzene
56-23-5 Carbon Tetrachloride
110-82-7 Cyclohexane
ND
7.6
4.6
ND
ND
0.83
0.83
0.83
0.83
0.83
1.9
ND
ND
ND
2.1
0.83
0.83
0.83
0.83
0.83
ND
2.1
13
ND
ND
0.21
0.23
0.23
0.17
0.28
0.59
ND
ND
ND
0.60
0.20
0.15
0.26
0.13
0.24
78-87-5 1,2-Dichloropropane
75-27-4 Bromodichloromethane
79-01-6 Trichloroetiiene
123-91-1 1,4-Dioxane
80-62-6 Metiiyl Methacrylate
ND
ND
ND
ND
ND
0.83
0.83
0.83
0.83
0.83
ND
ND
ND
ND
ND
0.18
0.12
0.15
0.23
0.20
142-82-5 n-Heptane
10061-01-5 cis-l,3-Dichloropropene
108-10-1 4-Methyl-2-pentanone
10061 -02-6 trans-1,3-Dichloropropene
79-00-5 1,1,2-Trichloroethane
4.4
1.9
ND
ND
ND
0.83
0.83
0.83
0.83
0.83
1.1
0.47
ND
ND
ND
0.20
0.18
0.20
0.18
0.15
108-88-3 Toluene
591-78-6 2-Hexanone
124-48-1 Dibromochloromethane
106-93-4 1,2-Dibromoethane
123-86-4 n-Butyl Acetate
48
ND
ND
ND
ND
0.83
0.83
0.83
0.83
0.83
13
ND
ND
ND
ND
0.22
0.20
0.097
0.11
0.17
ND = Compound was analyzed for, but not detected above the laboratory reporting limit.
MRL =, Method Reporting Limit - The minimum quantity of a target analyte that can be confidentiy determined by the referenced method.
POBOI S06_TO 1 ;_0ao6241205_R£,xl5 - Sample (6)
Verified By: ^-' Date: (->la<i.( D^ 24
TO\SSCAN.XLT - 75 Compounds - PageNo.;
COLUMBIA ANALYTICAL SERVICES, INC.
RESULTS OF ANALYSIS
Page 3 of 3
Client:
Client Sample ID:
Client Project ED:
Test Code:
Instrument ID:
Analyst:
Sampling Media:
Test Notes:
Container ED:
GaiaTech
IAS-6
Quality Linen / A7046 4300
EPA TO-15
Tekmar AUTOCAN/HP5972/HP5890 ll+MSl
Liliana Marghitoiu
6.0 L Summa Canister
AC00556
CAS Project ID: POSO 1806
CAS Sample ID: POSO 1806-006
Date Collected: 6/12/08
Date Received: 6/13/08
Date Analyzed: 6/20/08
Volume(s) Analyzed: 1.00 Liter(s)
Initial Pressure (psig): -3.7 Final Pressure (psig): 3.5
Canister Dilution Factor: 1.65
CAS# Compound
Result
^g/m'
MRL
pg/m'
Result
ppbV
MRL
ppbV
Data
Qualifier
111-65-9
127-18-4
108-90-7
100-41-4
179601-23-1
n-Octane
Tetrachloroethene
Chlorobenzene
Ethylbenzene
m,p-Xylenes
5.7
1.9
3.5
16
ND
0.83
0.83
0.83
0.83
1.7
1.2
0.28
0.80
3.7
ND
0.18
0.12
0.18
0.19
0.38
75-25-2
100-42-5
95-47-6
111-S4-2
79-34-5
9"8-82-8
80-56-8
103-65-1
622-96-8
108-67-8
Bromoform
Stjrrene
o-Xylene
n-Nonane
1,1,2,2-Tetrachloroethane
ND
ND
6.8
11
ND
0.83
0.83
0.83
0.83
0.83
ND
ND
1.6
2.1
ND
O.OSO
0.19
0.19
0.16
0.12
Cumene
alpha-Pinene
n-Propylbenzene
4-Ethyltoluene
1,3,5-Trimethylben2ene
95-63-6 1,2,4-Trimethylbenzene
100-44-7 Benzyl Chloride
541-73-1 1,3-Dichlorobenzene
106-46-7 1,4-DichloTobenzene
95-50-1 1,2-Dichlorobenzene
1.5
7.8
15
14
ND
0.83
0.83
0.83
0.83
0.83
48
ND
ND
ND
ND
0,83
0.83
0.83
0.83
0.83
030
1.6
3.1
2.8
ND
0.17
0.15
0.17
0.17
0.17
9.8
ND
ND
ND
ND
0.17
0.16
0.14
0.14
0.14
5989-27-5 d-Limonene
96-12-8 l,2-Dibromo-3-chloropropane
120-82-1 1,2,4-Trichlorobenzene
91-20-3 Naphthalene
87-68-3 Hexachlorobutadiene
4.1
ND
ND
ND
ND
0.83
0.83
0.83
0.S3
0.83
0.74
ND
ND
ND
ND
0.15
0.085
0.11
0.16
0.077
ND = Compound was analyzed for, but not detected above the laboratory reporting limit.
MRL = Method Reporting Limit - The minimum quantity of a target analyte that can be confidently determined by the referenced method.
P0801806_TOl 5_0806241205_RE.xls . Sample (6)
Verified By: ^ Date: ^i'JJL.lc^'k 25
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COLUMBIA ANALYTICAL SERVICES, INC.
RESULTS OF ANALYSIS
Page 1 of 3
Client:
Client Sample ID:
Client Project ID:
Test Code:
Instrument ED:
Analyst:
Sampling Media:
Test Notes:
Container ID:
GaiaTech
LAS-7
Quality Linen / A7046 4300
EPA TO-15
Tekmar AUTOCAN/HP5972/HP5890 n+/MS2
Liliana Marghitoiu
6.0 L Summa Canister
AC00797
CAS Project ED: POSO 1806
CAS Sample ED: POSO 1806-007
Date Collected: 6/12/08
Date Received: 6/13/08
Date Analyzed: 6/20/08
Volume(s) Analyzed: 1.00 Liter(s)
Initial Pressure (psig): -3.6 Final Pressure (psig): 3.5
Canister Dilution Factor: 1.64
CAS#
115-07-1
75-71-8
74-87-3
76-14-2
75-01-4
106-99-0
74-83-9
75-00-3
64-17-5
75-05-8
107-02-8
67-64-1
75-69-4
67-63-0
107-13-1
75-35-4
75-09-2
107-05-1
76-13-1
75-15-0
156-60-5
75-34-3
1634-04-4
108-05-4
7S-93-3
Compound
Propene
Dichlorodinuoromethane (CFC 12)
Chloromethane
l,2-DichIoro-l,l,2,2-
teti-afluoroetiiane (CFC 114)
Vmyl Chloride
1,3-Butadiene
Bromomethane
Chloroethane
Ethanol
Acetonitrile
Acrolein
Acetone
Trichlorofluoromethane
2-PropanoI (Isopropyl Alcohol)
Acrylonitrile
1,1-Dichloroethene
Methylene Chloride
3-Chloro-l-propene (Allyl Chloride)
Trichlorotrifluoroethane
Carbon Disulfide
trans-1,2-Dichloroetiiene
1,1 -Dichloroethane
Metiiyl tert-Butyl Etiier
Vinyl Acetate
2-Butanone (MEK)
Result
pg/m'
43
23
23
1.2
22
1.1
8.1
5.5
5.0
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND •
ND
ND
MRL
Pg/tn'
0.82
0.82
0.82
0.82
0.82
0.82
0.S2
0.82
8.2
0.82
0.82
8.2
0.82
0.82
0.82
0.82
0.S2
0.82
0.82
0.82
0.82
0.82
•0.S2
8.2
0.82 ,
Result
ppbV
2.5
0.47
ND
• ND
ND
ND
ND
ND
12
ND
0.51
9.4
0.20
33
ND
ND
1.6
ND
ND
ND
ND
ND
ND
ND
1.7
MRL
PP.bV
0.48
-- 0.17
0.40
0.12
0.32
0.37
0.21
031
4.4
0.49
0.36
3.5
0.15
0.33
0.38
0.21
0.24
0.26
0.11
0.26
0.21
0.20
0.23
23
0.28
Data
Quahfier
M
M
ND = Compound was analyzed for, but not detected above the laboratory reporting hmit.
MRL = Method Reporting Limit - The minimum quantity of a target analyte that can be confidently determined by the referenced method,
M = Matrix interference due to coelution with a non-target compound; results may be biased high.
P08018O6_TOI5_080624I205_RE.xls - Sample (7)
Verified By:_ •vLx^j-Date: hbj=.lci9:' 26
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COLLTV1BL4 ANALYTICAL SERVICES, INC.
RESULTS OF ANALYSIS
Page 2 of 3
Client:
Client Sample ID:
Client Project ID:
Test Code:
Instrument ID:
Analyst:
Sampling Media:
Test Notes:
Container ID:
GaiaTech
IAS-7
Quality Linen / A7046 4300
EPA TO-15
Tekmar AUTOCAN/HP5972/HP5890 U+MS2
Liliana Marghitoiu
6.0 L Summa Canister
AC00797
CAS Project ID: P0S01S06
CAS Sample ID: P0801806-007
Date Collected: 6/12/08
Date Received: 6/13/08
Date Analyzed: 6/20/08
Volume(s) Analyzed: 1.00 Liter(s)
Initial Pressure (psig): -3.6 Final Pressure (psig): 3.5
Canister Dilution Factor: 1.64
CAS# Compound Result MRL
pg/m^
Result
ppbV
MRL
ppbV
Data
Qualifier
156-59-2 cis-l,2-Dichloroethene
141-78-6 Ethyl Acetate
110-54-3 n-Hexane
67-66-3 Chloroform
109-99-9 Tetrahydrofiiran (THF)
107-06-2 1,2-Dichloroetiiane
71-55-6 1,1,1-Trichloroethane
71-43-2 Benzene
56-23-5 Carbon Tetrachloride
110-82-7 Cyclohexane
ND
4.8
1.4
ND
ND
0.82
0.82
0.82
0.82
0.82
0.99
ND
ND'
ND
ND
0.82
0.82
0.82
0.82
0.82
ND
13
0.40
ND
ND
0.21
0.23
0.23
0.17
0.28
031
ND
ND
ND
ND
0.20
0.15
0.26
0.13
0.24
78-87-5 1,2-Dichloropropane
75-27-4 Bromodichloromethane
79-01-6 Trichloroetiiene
123-91-1 1,4-Dioxane
80-62-6 Methyl Metiiacrylate
142-82-5 n-Heptane
10061 -01 -5 cis-1,3-Dichloropropene
108-10-1 4-Metiiyl-2-pentanone
10061-02-6 trans-l,3-D)chloropropene
79-00-5 1,1,2-TrichloToethane
ND
ND
ND
ND
ND
0.82
0.82
0.82
0.82
0.82
3.2
ND
ND
ND
ND
0.82
0.82
0.82
0.82
0.82
ND
ND
ND
ND
ND
0.18
0.12
0.15
0.23
0.20
0.79
ND
ND
ND
ND
0.20
0.18
0.20
0.18
0.15
108-88-3 Toluene
591-78-6 2-Hexanone
124-48-1 Dibromochloromethane
106-93-4 1,2-Dibromoethane
123-86-4 n-Butyl Acetate
36
ND
ND
ND
ND
0.82
0.82
0.82
0.82
0.82
9.7
ND
ND
ND
ND
0.22
0.20
0.096
0.11
0.17
ND = Compound was analyzed for, but not detected above the laboratory reporting limit.
MRL = Method Reporting Limit - The minimum quantity of a target analyte that can be confidently determined by the referenced method.
•P0S01806_TO15_0806241205_RE.xls - Sample (7)
Verified By: g_/ ^ Date: LJK^l C^j' 27
TOISSCAN.XLT - 75 Coinpounds - PageNo..
COLUMBIA ANALYTICAL SERVICES, INC.
RESULTS OF ANALYSIS
Page 3 of 3
Client:
Client Sample ID:
Client Project ID:
Test Code:
Instrument ID:
Analyst:
Sampling Media:
Test Notes:
Container ID:
GaiaTech
IAS-7
Quality Linen / A7046 4300
EPA TO-15
Tekmar AUTOCAN/HP5972/HP5890 II+/MS2
Liliana Marghitoiu
6.0 L Summa Canister
AC00797
CAS Project ID: P0801S06
CAS Sample ID: P0801806-007
Date Collected: 6/12/08
Date Received: 6/13/08
Date Analyzed: 6/20/08
Volume(s) Analyzed: 1.00 Liter(s)
Initial Pressure (psig): -3.6 Final Pressure (psig): 3.5
Canister Dilution Factor: 1.64
CAS#
111-65-9
127-18-4
108-90-7
100-41-4
179601-23-1
75-25-2
100-42-5
95-47-6
111-84-2
79-34-5
98-82-8
80-56-8
103-65-1
622-96-8
108-67-8
95-63-6
100-44-7
541-73-1
106-46-7
95-50-1
5989-27-5
96-12-8
120-82-1
91-20-3
87-68-3
Compound
n-Octane
Tetrachloroethene
Chlorobenzene
Ethylbenzene
m,p-Xylenes
Bromoform
Styrene
o-Xylene
n-Nonane
1,1,2,2-Tetrachloroetiiane
Cumene
alpha-Pinene
n-Propylbenzene
4-Ethyltoluene
1,3,5-Trimethylbenzene
1,2,4-Trimethylbenzene
Benzyl Chloride
1,3-Dichlorobenzene
1,4-Dichlorobenzene
1,2-Dichlorobenzene
d-Limonene
1,2-Dibromo-3-chloropropane
1,2,4-Triclilorobenzene
Naphthalene
Hexachlorobutadiene
Result
pg/m'
5.0
2.1
ND
2.4
12
ND
ND
5.6
9.6
ND
1.4
ND
7.2
14
13
45
ND
ND
ND
ND
4.0
ND
ND ,
ND
ND
MRL
pg/m'
0.82
0.82
0.82
0.82
1.6
0.82
0.82
0.82
0.82
0.82
0.82
0.82
0.82
0.82
0.82
0.82
0.82
0.82
0.82
0.82
0.82
0.82
0.82
0.82
0.82
Result
ppbV
1.1
030
ND
0.54
2.7
ND
ND
13
1.8
ND
0.28
ND
1.5
2.9
2.6
9.1
ND
ND
ND
ND
0.72
ND
ND
ND
ND
MRL
ppbV
O.IS
~" 0.12
O.IS
0.19
0.38
0.079
0.19
0.19
0.16
0.12
0.17
0.15
0.17
0.17
0.17
0.17
0.16
0.14
0.14
0.14
0.15
0.085
0.11
0.16
0.077
Data
Quahfier
..
ND = Compound was analyzed for, but not detected above the laboratory reporting limit.
MRL = Method Reporting Limit - The minimum quantity of a target analyte that can be confidently determined by the referenced method.
P0S01S06_TOI5_080624l203_RE.xls - Sample (7)
Verified By: t^ Date: ^Jx^Jo'Sr 28
TO 15SCAN.XLT-75 Compounds - PageNo
COLUMBIA ANALYTICAL SERVICES, INC.
RESULTS OF ANALYSIS
Page 1 of 3
Client:
Client Sample ID:
Client Project ID:
Test Code:
Instrument ID;
Analyst:
Sampling Media:
Test Notes:
Container ID:
GaiaTech
IAS-8
Quality Linen / A7046 4300
EPA TO-15
Tekmar AUTOCAN/HP5972/HP5890 II+/MS2
Liliana Marghitoiu
6.0 L Summa Canister
AC01149
CAS Project ID: P0801S06
CAS Sample ID: POSO 1806-008
Date Collected: 6/12/08
Date Received: 6/13/08
Date Analyzed: 6/20/08
yolume(s) Analyzed: 1.00 Liter(s)
Initial Pressure (psig): -3.9 Final Pressure (psig): 3.5
Canister Dilution Factor: 1.69
CAS#
115-07-1
75-71-8
74-87-3
76-14-2
75-01-4
106-99-0
74-S3-9
75-00-3
64-17-5
75-05-8
107-02-8
67-64-1
75-69-4
67-63-0
107-13-1
75-35-4
75-09-2
107-05-1
76-13-1
75-15-0
156-60-5
75-34-3
1634-04-4
lOS-05-4
78-93-3
Compound
Propene
Dichlorodinuoromethane (CFC 12)
Chloromethane
1,2-Dichloro-l,1,2,2-
tetrafluoroetiiane (CFC 114)
Vinyl Chloride
1,3-Butadiene
Bromomethane
Chloroethane
Ethanol
Acetonitrile
Acrolein
Acetone
Trichlorofluoromethane
2-Propanol (Isopropyl Alcohol)
Acrylonitrile
1,1-Dichloroethene
Methylene Chloride
3.-Chloro-l-propene (Allyl Chloride)
Trichlorotrifluoroethane
Carbon Disulfide
trans-1,2-DichloToethene
1,1-Dichloroethane
Methyl tert-Butyl Etiier
Vinyl Acetate
2-Butanone (MEK)
Result
pg/m'
6.1
2.2
ND
ND
ND
ND
ND
ND
21
ND
ND
21
1.1
11
ND
ND
53
ND
ND
ND
ND
ND
ND
ND
5.2
MRL
pg/m^
0.85
0.85
0.85
0.85
0.85
0.85
0.85
0.85
8.5
0.85
0.S5
8.5
0.85
0.85
0.85
0.85
0.85
0.85
0.85
0.85
0.85
0.85
•0.85
8.5
0.85
Result
ppbV
3.5
0.44
ND
ND
ND
ND
ND
ND
11
ND
ND
9.0
0.20
43
ND
ND
1.5
ND
ND
ND
ND
ND
ND
ND
1.8
MRL
ppbV
0.49
- 0.17
0.41
0.12
0.33
0.38
0.22
0.32
4.5
0.50
"0.37
3.6
0.15
0.34
0.39
0.21
0.24
0.27
0.11
0.27
0.21
0.21
0.23
2.4
0.29
Data
Qualifier
M
M
ND = Compoimd was analyzed for, but not detected above the laboratory reporting limit.
MRL = Method Reponing Limit - The minimum quantity of a target analyte that can be confidently determined by the referenced method.
M = Matrix interference due to coelution with a non-target compound; results may be biased high.
P0801SOSTO150806241205_RE.xli - Sample (8)
Verified By:__J^ Date: (:.l^to'^ 29
TOISSCAN XLT - 75 Compounds - PageNo.:
COLUMBLV ANALYTICAL SERVICES, INC.
RESULTS OF ANALYSIS
Page 2 of 3
Client:
Chent Sample ID:
Client Project ID:
Test Code;
Instrument ID:
Analyst:
Sampling Media:
Test Notes:
Container ID:
GaiaTech
lAS-8
Quality Linen / A7046 4300
EPA TO-15
Tekmar AUTOCAN/HP5972/HP5890 n+/MS2
Liliana Marghitoiu
6.0 L Summa Canister
AC01149
CAS Project ID: POSO 1806
CAS Sample ID; P0801806-008
Date Collected: 6/12/08
Date Received: 6/13/08
Date Analyzed: 6/20/08
Volume(s) Analyzed: 1.00 Liter(s)
Initial Pressure (psig): -3.9 Final Pressure (psig); 3.5
Canister Dilution Factor: 1.69
•CAS# Compound Result
^g/m"
MRL Result
ppbV
MRL
ppbV
Data
Qualifier
156-59-2
141-78-6
110-54-3
67-66-3
109-99-9
107-06-2'
71-55-6
71-43-2
56-23-5
110-82-7
cis-1,2-Dichloroethene
Ethyl Acetate
n-Hexane
Chloroform
Tetirahydrofuran (THF)
1,2-Dichloroethane
1,1,1 -Trichloroethane
Benzene
Carbon Tetrachloride
Cyclohexane
ND
6.2
23
ND
ND
0.85
0.85
0.85
0.85
0.85
1.2
ND
ND
ND
0.91
0.85
0.85
0.85
0.85
0.85
ND
1.7
0.64
ND
ND
0.21
0.23
6.24
0.17
0.29
037
ND
ND
ND
0.26
0.21
0.15
0.26
0.13
0.25
78-87-5 1,2-Dichloropropane
75-27-4 Bromodichlorometiiane
79-01 -6 Trichloroetiiene
123-91-1 1,4-Dioxane
80-62-6 Metiiyl Metiiacrylate
ND
ND
ND
ND
ND
0.85
0.85
0.85
0.85
0.85
ND
ND
ND
ND
ND
0.18
0.13
0.16
0.23
0.21
142-82-5 n-Heptane
10061-01-5 cis-1,3-Dichloropropene
108-10-1 4-Methyl-2-pentanone
10061-02-6 trans-l,3-Dichloropropene
79-00-5 1,1,2-Trichloroefliane
6.7
0.87
ND
ND
ND
0.85
0.85
0.85
0.85
0.85
1.6
0.21
ND
ND
ND
0.21
0.19
0.21
0.19
0.15
108-88-3 Toluene
591-78-6 2-Hexanone
124-48-1 Dibromochlorometiiane
106-93-4 1,2-Dibromoethane
123-86-4 n-Butyl Acetate
68
ND
ND
ND
ND
0.85
0.85
0.85
0.85
0.85
18
ND
ND
ND
ND
0.22
0.21
0.099
0.11
0.18
ND = Compound was analyzed for, but not detected above the laboratory reporting limit.
MRL = Method Reporting Limit - The minimum quantity of a target analyte that can be confidently determined by the referenced method.
Verified By: '(Itrr-
P0801806_TO15_080624I205_RE.xls - Sample (8)
Date: L l.Lul O^ 30
TOISSCAN.XLT - 75 Compounds - P»BeNo.'.
COLUMBLV ANALYTICAL SERVICES, INC.
RESULTS OF ANALYSIS
Page 3 of 3
Client:
Chent Sample ED:
Client Project ID:
Test Code:
Instrument ID:
Analyst;
Sampling Media:
Test Notes:
Container ID;
GaiaTech
IAS-8
Quahty Linen / A7046 4300
EPA TO-15
Tekmar AUTOCAN/HP5972/HP5890 II+/MS2
Liliana Marghitoiu
6.0 L Summa Canister
AGO 1149
CAS Project ID: POSO 1806
CAS Sample ID; P0801806-008
Date Collected: 6/12/08
Date Received: 6/13/08
Date Analyzed; 6/20/08
Volume(s) Aiialyzed; 1.00 Liter(s)
Initial Pressure (psig); -3.9 Final Pressure (psig): 3.5
Canister Dilution Factor: 1.69
CAS#
111-65-9
127-18-4
108-90-7
i00-41-4
179601-23-1
75-25-2
100-42-5
95-47-6
111-84-2
79-34-5
98-82-8
80-56-8
103-65-1
622-96-8
108-67-8
95-63-6
100-44-7
541-73-1
106-46-7
95-50-1
5989-27-5
96-12-8
120-82-1
91-20-3
87-68-3
Compound
n-Octane
Tetrachloroethene
Chlorobenzene
Ethylbenzene
m,p-XyIenes
Bromoform
Styrene
o-Xylene
n-Nonane
1,1,2,2-Tetrachloroethane
Cumene
alpha-Pinene
n-Propylbenzene
4-Ethyltoluene
13,5-Trimethylbenzene
1,2,4-Trimethylbenzene
Benzyl Chloride
1,3-Dichlorobenzene
1,4-Dichlorobenzene
1,2-Dichlorobenzene
d-Limonene
1,2-Dibromo-3-chloropropane
1,2,4-Trichlorobenzene
Naphthalene
Hexachlorobutadiene
Result
fig/m'
10
23
ND
3.7
19
ND
ND
9.7
19
ND
2.6
ND
14
27
25
88
ND
ND
ND
ND
6.6
ND
ND
ND
ND
MRL
pg/m^
0.85
0.85
0.85
0.85
1.7
0.85
0.85
0.85
0.85
0.85
0.85
0.85
0.85
0.85
0.85
0.S5
0.85
0.85
0.85
0.85
0.85
0.85
0.85
0.85
0.85
Result
ppbV
2.1
0.33
ND
0.86
43
ND
ND
2.2
3.7
ND
0.54
ND
2.8
5.6
5.1
18
ND
ND
ND
ND
1.2
ND
ND
ND
ND
MRL
ppbV
0.18
-•0.12
O.IS
0.19
0.39
0.082
0.20
0.19
0.16
0.12
0.17
0.15
0.17
0.17
0.17
0.17
0.16
0.14
0.14
0.14
0.15
0.087
0.11
0.16
0.079
Data
Qualifier
ND = Compound was analyzed for, but not detected above the laboratory reporting limit.
MRL = Method Reporting Limit - The minimum quantity of a target analyte that can be confidentiy determined by the referenced metiiod.
Verified By:
POSO 1806_TO 150806241205_RE. »ls - Sample (8)
ili^ Date: U:iUi^ 31
TOl SSCAN XLT - 75 Compounds - PageNo.:
COLUMBU. ANALYTICAL SERVICES, INC.
RESULTS OF ANALYSIS
. Page 1 of 3
Client:
Client Sample ID:
Client Project ID:
GaiaTech
Method Blank/
Quahty Linen / A7046 4300
Test Code: EPA TO-15
Instrument ID: Tekmar AUTOCAN/HP5972/HP5890 II+/MS2
Analyst: Liliana Marghitoiu
Sampling Media; 6.0 L Summa Canister
Test Notes:
CAS Project ID: P08O1S06
CAS Sample ID: P08O619-MB
Date Collected: NA
Date Received; NA
Date Analyzed: 6/19/08
Volume(s) Analyzed: 1.00 Liter(s)
Canister Dilution Factor: 1.00
CAS#
115-07-1
75-71-8
74-87-3
76-14-2
75-01-4
106-99-0
74-83-9
75-00-3
64-17-5
75-05-8
107-02-8
67-64-1
75-69-4
67-63-0
107-13-1
75-35-4
75-09-2
107-05-1
76-13-1
75-15-0
156-60-5
75-34-3
1634-04-4
108-05-4
78-93-3
Compound
Propene
Dichlorodifluoromethane (CFC 12) .
Chloromethane
1,2-DichloTo-l,1,2,2-
tetrafluoroethane (CFC 114)
Vinyl Chloride
1,3-Butadiene
Bromomethane
Chloroetiiane
Etiianol
Acetonitrile
Acrolein
Acetone
Trichlorofluoromethane
2-Propanol (Isopropyl Alcohol)
Acrylonitrile
1,1-Dichloroethene
Methylene Chloride
3-Chloro-l-propene (Allyl Chloride)
Trichlorotrifluoroethane
Carbon Disulfide
trans-1,2-Dichloroethene
1,1-Dichloroethane
Metiiyl tert-Butyl Etiier
Vinyl Acetate
2-Butanone (MEK)
Result
pg/m'
ND
ND
ND
ND
ND
ND
ND
ND
. ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
MRL
pg/m'
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
5.0
0.50
0.50
5.0
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
•0.50
5.0
0.50
Result
ppbV
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
MRL
ppbV
0.29
— 0.10
0.24
0.072
0.20
0.23
0.13
0.19
2.7
0.30
0.22
2.1
0.089
0.20
0.23
0.13
0.14
0.16
0.065
0.16
0.13
0.12
0.14
1.4
0.17
Data
Qualifier
_.
ND = Compound was analyzed for, but not detected above the laboratory reporting limit.
MRL = Metiiod Reporting Limit - The minimum quantity of a target analyte that can be confidentiy determined by the referenced method.
P0S01S06_TO15_0806241205_RB.xls - MBlaiik
Verified By:_ £^ Date: (^14(o*^ 32
TOISSCAN.XLT - 75 Coinpounds PrngcNo
COLUMBIA ANALYTICAL SERVICES, INC.
RESULTS OF ANALYSIS
Page 2 of 3
Client:
Client Sample ED:
Client Project ID:
GaiaTech
Method Blank.
Quahty Linen / A7046 4300
CAS Project ID: P0801806
CAS Sample ID: P080619-MB
Test Code:
Instrument ID:
Analyst:
Sampling Media:
Test Notes:
EPA TO-15
Tekmar AUTOCAN/HP5972/HP5890 n-f-/MS2
Liliana Marghitoiu
6.0 L Summa Canister
Date Collected: NA
Date Received; NA
Date Analyzed: 6/19/08
Volume(s) Analyzed: 1.00 Liter(s)
Canister Dilution Factor: 1.00
CAS#
156-59-2
141-78-6
n0-54-3
67-66-3
109-99-9
107-06-2
71-55-6
71-43-2
56-23-5
n0-82-7
78-87-5
75-27-4
79-01-6
123-91-1
80-62-6
142-82-5
10061-01-5
108-10-1
10061-02-6
79-00-5
108-88-3
591-78-6
124-48-1
106-93-4
123-86-4
Compound
cis-1,2-Dichloroethene
Ethyl Acetate
n-Hexane
Chloroform
Tetrahydrofuran (THF)
1,2-Dichloroethane
1,1,1 -Trichloroethane
Benzene
Carbon Tep-achloride
Cyclohexane
1,2-Dichloropropane
Bromodichloromethane
Trichloroethene
1,4-Dioxane
Methyl Methacrylate
n-Heptane
cis-1,3-Dichloropropene
4-Methyl-2-pentanone
tians-1,3-Dichloropropene
1,1,2-Trichloroethane
Toluene
2-Hexanone
Dibromochlorometiiane
1,2-Dibromoethane
n-Butyl Acetate
Result
pg/m'
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
MRL
pg/m'
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
•0.50
0.50
Result
ppbV
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NT)
ND
ND
ND
MRL
ppbV
0.13
— 0.14
0.14
0.10
0.17
0.12
0.092
0.16
0.080
0.15
0.11
0.075
0,093
0.14
0.12
0.12
0.11
0.12
0.11
0.092
0.13
0.12
0.059
0.065
0.11
Data
Qualifier
ND = Compound was analyzed for, but not detected above the laboratory reporting limit.
MRL = Method Reporting Lknit - The minimum quantity of a target analyte that can be confidentiy determined by the referenced method.
P080I806 T015 080G24l205_RE.ili-MBlank
Verified By: Qjc^ Date: hlo^loV 33
T0I5SCAN.XLT - 75 Compounds - PageNo •
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Client:
Client Sample ID:
Client Project ID:
RESULTS OF ANALYSIS
Page 3 of 3
GaiaTech
Method Blank.
Quality Linen / A7046 4300
Test Code: EPA TO-15
Insmiment ID: Tekmar AUTOCAN/PIP5972/HP5890 II+/MS2
Analyst: Liliana Marghitoiu
Sampling Media: 6.0 L Summa Canister
Test Notes;
CAS Project ID: P080IS06
CAS Sample ID; P080619-MB
Date Collected: NA
Date Received: NA
. Date Analyzed: 6/19/08
Volume(s) Analyzed; 1.00 Liter(s)
Canister Dilution Factor: 1.00
CAS# Compound
Result
^g/m"
MRL Result
ppbV
MRL
ppbV
Data
Qualifier
111-65-9
127-18-4
108-90-7
100-41-4
179601-23-1
n-Octane
Tetrachloroethene
Chlorobenzene
Ethylbenzene
m,p-Xylenes
ND
ND
ND
ND
ND-
0.50
0.50
0.50
0.50
1.0
ND
ND-
ND
ND
ND
0.11
" 0.074
0.11
0.12
0.23
75-25-2 Bromoform
100-42-5 Styrene
95-47-6 o-Xylene
111-84-2 n-Nonane
79-34-5 1,1,2,2-TeU-achloroetiiane
98-82-8
80-56-8
103-65-1
622-96-8
.108-67-8
Cumene
alpha-Pinene
n-Propylbenzene
4-Ethyltoluene
1,3,5-Trimethylbenzene
95-63-6 1,2,4-Trimethylbenzene
100-44-7 Benzyl Chloride
541-73-1 1,3-Dichlorobenzene
106-46-7 1,4-Dichlorobenzene
95-50-1 1,2-Dichlorobenzene
ND
ND
ND
ND
ND
0.50
0.50
0.50
0.50
0.50
ND
ND
ND
ND
ND
0.50
0.50
0.50
0.50
0.50
ND
ND
ND
ND
ND
0.50
0.50
0.50
0.50
0.50
ND
ND
ND
ND
ND
0.048
0.12
0.12
0.095
0.073
ND
ND
ND
ND
ND
ND'
ND
ND
ND
ND
0.10
0.090
0.10
0.10
0.10
"o.'io
0.097
0.083
0.083
0.083
5989-27-5 d-Lunonene
96-12-8 1,2-Dibromo-3-chloropropane
120-82-1 1,2,4-Trichlorobenzene
91-20-3 Naphthalene
87-68-3 Hexachlorobutadiene
ND
ND
ND
ND
ND
0.50
0.50
0.50
0.50
0.50
ND
ND
ND
ND
ND
0.090
0.052
0.067
0.095
0.047
ND = Compound was analyzed for, but not detected above the laboratory reporting limit.
MRL = Method Reporting Limit - The minimum quantity of a target analyte that can be confidentiy determined by the referenced method.
P0S01806 TOI3_OS06241205 REXIS - MBIank
Verified By;. -^ Date: bbui C>E 34
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RESULTS OF ANALYSIS
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Client:
Client Sample ID:
Client Project ID:
Test Code:
Instrument ID:
Analyst;
Sampling Media;
Test Notes;
GaiaTech
Method Blank..
Quality Linen / A7046 4300
EPA TO-15
Tekmar AUTOCAN/HP5972/HP5890 II+/MS2
Liliana Marghitoiu
6.0 L Summa Canister
CAS Project ID; P0801806
CAS Sample ID; P0S0620-MB
Date Collected; NA
Date Received: NA
Date Analyzed: 6/20/08
Volurhe(s) Analyzed: 1.00 Liter(s)
Canister Dilution Factor: 1.00
CAS#
115-07-1
75-71-8
74-87-3
76-14-2
75-01-4
106-99-0
74-83-9
75-00-3
64-17-5
75-05-S
107-02-S
67-64-1
75-69-4
67-63-0
107-13-1
75-35-4
75-09-2
107-05-1
76-13-1
75-15-0
156-60-5
75-34-3
1634-04-4
108-05-4
78-93-3
Compound
Propene
Dichlorodifluoromethane (CFC 12)
Chloromethane
l,2-Dichloro-l,l,2,2-
teti-afluoroethane (CFC 114)
Vinyl Chloride
1,3-Butadiene
Bromomethane
Chloroethane
Ethanol
Acetonip-ile
Acrolein
Acetone
Trichlorofluoromethane
2-Propanol (Isopropyl Alcohol)
Acrylonitrile
1,1-Dichloroethene
Methylene Chloride
3-Chloro-l-propene (Allyl Chloride)
Trichlorotrifluoroethane
Carbon Disulfide
trans-1,2-Dichloroethene
1,1 -Dichloroethane
Methyl tert-Butyl Ether
Vinyl Acetate
2-Butanone (MEK)
Result
pg/m'
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
MRL
pg/m'
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
5.0
0.50
0.50
5.0
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
:0.50
5.0
0.50
Result
ppbV
ND
ND-
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
MRL
ppbV
0.29
-- 0.10
0.24
0.072
0.20
0.23
0.13
0.19
2.7
0.30
0.22
2.1
0.089
0.20
0.23
0.13
0.14
0.16
0.065
0.16
0.13
0.12
0.14
1.4
0.17
Data
Qualifier
ND = Compound was analyzed for, but not detected above the laboratory reporting limit.
MRL = Method Reporting Limit - The minimum quantity of a target analyte that can be confidently determined by tiie referenced method.
P0801806_TO15_0806241205_RE.xls - MBlaiik (2)
Verified By: _.£^ Date; bl 11J DS< 35
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Client:
Client Sample ID:
Chent project ID:
RESULTS OF ANALYSIS
Page 2 of 3
GaiaTech
Method Blank,
Quality Linen / A7046 4300
Test Code; EPA TO-15
Insttument ID; Tekmar AUTOCAN/HP5972/HP5890 II+/MS2
Analyst: Liliana Marghitoiu
Sampling Media; 6.0 L Summa Canister
Test Notes:
CAS Project ID: P0S01806
CAS Sample ID: P080620-MB
Date Collected; NA
Date Received: NA
Date Analyzed: 6/20/08
Volume(s) Analyzed: 1.00 Liter(s)
Canister Dilution Factor: 1.00
CAS# Compound Result
Pg/m^
MRL
pg/m^
Result
ppbV
MRL
ppbV
Data
Qualifier
156-59-2 cis-l,2-Dichloroetiiene
141-78-6 Ethyl Acetate
110-54-3 n-Hexane
67-66-3 Chloroform
109-99-9 Tetrahydrofiu-an (THF)
ND
ND
ND
ND
ND
0.50
0.50
0.50
0.50
0.50
ND
ND-
ND
ND
ND
0.13
0.14
0.14
0.10
0.17
107-06-2 1,2-Dichloroethane
71-55-6 1,1,1-Trichloroetiiane
71-43-2 Benzene
56-23-5 Carbon Teti-achloride
110-82-7 Cyclohexane
ND
ND
ND
ND
ND
0.50
0.50
0.50
0.50
0.50
ND
ND
ND
ND
ND
0.12
0.092
0.16
0.080
0.15
78-87-5 1,2-Dichloropropane
75-27-4 Bromodichloromethane
79-01-6 Trichloroethene
123-91-1 1,4-Dioxane
80-62-6 Metiiyl Metiiacrylate
142-82-5 n-Heptane
10061-01-5 cis-1,3-Dichloropropene
108-10-1 4-Metiiyl-2-pentanone
10061-02-6 trans-1,3-DichloTopropene
79-00-5 1,1,2-Trichloroetiiane
ND
ND
ND
ND
ND
0.50
0.50
0.50
0.50
0.50
ND
ND
ND
ND
ND
0.50
0.50
0.50
0.50
0.50
ND
ND
ND
ND
_ND_
ND
ND
ND
ND
ND
0.11
0.075
0.093
0.14
0.12
0.12
0.11
0.12
0.11
0.092
108-88-3 Toluene
591-78-6 2-Hexanone
124-48-1 Dibromochlorometiiane
106-93-4 1,2-Dibromoetiiane
123-86-4 n-Butyl Acetate
ND
ND
ND
ND
ND
0.50
0.50
0.50
^0.50
0.50
ND
ND
ND
ND
ND
0.13
0.12
0.059
0.065
0.11
ND = Compound was analyzed for, but not detected above the laboratory reporting limit.
MRL = Method Reporting Limit - The minimum quantity of a target analyte that can be confidently determined by the referenced method.
P08018O6_TO15_08062412O5_RE.xls - MBIank (2)
Verified By:_ M^ Date: h.bj^[tsS( 36
T015SCAN.XLT - 75 Compounds - PogeNo..
COLUMBLV ANALYTICAL SERVICES, INC.
RESULTS OF ANALYSIS
Page 3 of 3
Client:
Client Sample ID:
Chent Project ID:
GaiaTech
Method Blank/
Quality Linen / A7046 4300
CAS Project ID: P0801806
CAS Sample ID; P080620-MB
Test Code: EPA TO-15
Iristiument ID: Tekmar AUTOCAN/HP5972/HP5890 II+/MS2
Analyst: Liliana Marghitoiu
Sampling Media; 6.0 L Summa Canister
Test Notes;
Date Collected; NA
Date Received: NA
Date Analyzed: 6/20/08
Volume(s) Analyzed: 1.00 Liter(s)
Caiuster Dilution Factor: 1.00
CAS# Compound
Result MRL
pg/m^
Result
ppbV
MRL
ppbV
Data
Qualifier
111-65-9
127-18-4-
108-90-7
100-41-4
179601-23-1
75-25-2
100-42-5
95-47-6
111-84-2
79-34-5
n-Octane
Tetrachloroethene
Chlorobenzene
Ethylbenzene
m,p-Xylenes
Bromoform
Styrene
o-Xylene
n-Nonane
1,1,2,2-Tefrachloroethane
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
0.50
0.50
0.50
0.50
1.0
0.50
0.50
0.50
0.50
0.50
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
0.11
" 0.074
0.11
0.12
0.23
0.048
0.12
0.12
0.095
0.073
98-82-8
80-56-8
103-65-1
622-96-8
108-67-8
95-63-6
100-44-7
541-73-1
106-46-7
95-50-1
Cumene
alpha-Pinene
n-Propylbenzene
4-Ethyltoluene
1,3,5-Trunethylbenzene
1,2,4-Trimethylbenzene
Benzyl Chloride
1,3-Dichlorobenzene
1,4-Dichlorobenzene
1,2-Diclilorobenzene
ND
ND
ND
NT)
ND
0.50
0.50
0.50
0.50
0.50
ND
ND
ND
ND
ND
0.50
0.50
0.50
0.50
0.50
ND
ND
ND
ND
ND
0.10
0.090
0.10
0.10
0.10
ND
ND
ND
ND
ND
0.10
0.097
0.083
0.083
0.083
5989-27-5 d-Limonene
96-12-8 l,2-Dibromo-3-chloropropane
120-82-1 1,2,4-Trichlorobenzene
91-20-3 Naphthalene
87-68-3 Hexachlorobutadiene
ND
ND
ND
ND
ND
0.50
0.50
0.50
0.50
0.50
NT)
ND
ND
ND
ND
0.090
0.052
0.067
0.095
0.047
ND = Compound was analyzed for, but not detected above the laboratory reporting limit.
MRL = Method Reporting Limit - The minimum quantity of a target analyte that can be confidentiy determined by the referenced method.
Verified By:
POSOI806_TOI5.0806241205_RE.xls - MBIank (2) 1^ D^lc: U^LJcS^ 37
T015SCAN XLT - 75 Compounds - P«geNo.
COLUMBIA ANALYTICAL SERVICES, INC.
SURROGATE SPIKE RECOVERY RESULTS
. Page 1 of 1
Client: GaiaTech
Client Project ID: Quality Linen7 A7046 4300 CAS Project ID: P0801806
Test Code:
Instrument ID;
Analyst:
Sampling Media:
Test Notes:
EPA TO-15
Tekmar AUTOCAN/HP5972/HP5890 II+/MS2
Liliana Marghitoiu
6.0 L Summa Canister(s)
Date(s) Collected: 6/12/08
Date(s) Received; 6/13/08
Date(s) Analyzed: 6/19 - 6/20/08
Client Sample ED
Metiiod Blank
Metiiod Blank
Lab Control Sample
Lab Control Sample
LA.S-1
IAS-2
IAS-2
L\S-3
LA.S-4
LVS-5
CAS Sample ID
P0S0619-MB
P080620-MB
P080619-LCS
P080620-LCS
POSO 1806-001
POSO 1806-002
P0801806-002DUP
POSO1806-003
P0801806-004
POSO 1806-005
l,2-Dichloroethane-d4
%
Recovered
99
98
96
92
102
102
103
94
95
95
Acceptance
Limits
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
Toluene-d8
%
Recovered
96
94
92
93
94
94
93
97
95
92
Acceptance
Limits
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
Bromofluorobenzene
%
Recovered
96
100
99 ~
101
98
97
96
102
100
100
Acceptance Data
Limits Qualifier
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
IAS-6
LAS-7
L\S-8
POSO1806-006
POSO 1806-007
P080] 806-008
96
96
97
70-130
70-130
70-130
94
94
92
70-130
70-130
70-130
100
101
100
70-130
70-130
70-130
P080l806_TOI5_0806241205_RE.lls - Surrogates
Verified By; ^Cr-Date: ^.b.ul.,S<K 38
TOISSCAM.XLT - 75 Compounds - PagcKc •
COLUMBIA ANALYTICAL SERVICES, INC.
Client:
Chent Sample ID:
Client Project ED:
LABORATORY CONTROL SAMPLE SUMMARY
Page I of 3
GaiaTech
Lab Control Sample
Quality Linen / A7046 4300
Test Code: EPA TO-15
Insttument ID: Tekmar AUTOCAN/HP5972/HP5890 II+/MS2
Analyst; Liliana Marghitoiu
Sampling Media: 6.0 L Summa Canister
Test Notes;
CAS Project ID: P0801806
CAS Sample ID; P0S0619-LCS
Date Collected: NA
Date Received: NA
Date Analyzed: 6/19/08
Volume(s) Analyzed: NA Liter(s)
CAS# Compound Spike Amount
ng
Result
ng
% Recovery
CAS
Acceptance
Limits
Data
Qualifier
115-07-1
75-71-8
74-87-3
76-14-2
75-01-4
106-99-0
74-83-9
75-00-3
64-17-5
75-05-8
107-02-8
67-64-1
75-69-4
67-63-0
107-13-1
75-35-4
75-09-2
107-05-1
76-13-1
75-15-0
156-60-5
75-34-3
1634-04-4
108-05-4
78-93-3
Propene
Dichlorodifluoromethane (CFC 12)
Chloromethane
l,2-Dichloro-l,l,2,2-
tetiafluoroetiiane (CFC 114)
Vinyl Chloride
1,3-Butadiene
Bromomethane
Chloroethane
Ethanol
Acetonitrile
Acrolein
Acetone
Trichlorofluoromethane
J 2-Propanol (Isopropyl Alcohol)
Acrylonitrile
1,1-Dichloroethene
Methylene Chloride
3-Chloro-l-propene (Allyl Chloride)
Trichlorotrifluoroethane
Carbon Disulfide
trans-1,2-Dichloroethene
1,1-Dichloroethane
Metiiyl tert-Butyl Etiier
Vinyl Acetate
2-Butanone (MEK)
26.3
25.5
24.5
26.0
24.8
30.0
25.0
25.0
23.8
25.3
24.8
26.8
26.3
25.8
25.5
27.8
27.8
26.8
27.8
25.0
26.5
26.8
26.8
25.3
27.0
26.1
19.9
22.8
23.4
21.5
26.6
24.3
22.7
21.3
21.6
22.9
23.2
22.6
19.4
22.7
26.4
24.0
26.8
25.8
20.8
23.9
24.2
•••" 24.2
26.7
24.2.
99
78
93
90
87
89
97
91
89
85
92
87
86
75
89
95
86
100
93
83
90
90
90
106
90
62-124
- 69-117
53-131
58-133
61-127
67-127
67-124
69-123
56-137
62-133
68-124
63-116
71-120
51-127
74-129
77-116
71-113
75-127
63-129
72-122
74-118
74-118
72-119
32-163
71-122
P080I806 T015 0806241205 RE.xls - LCS
Verified By: 1^ Date: hl.Xfatc^SC 39
T015SCAN.XLT - 75 Compounds - PageNo.:
COLUMBIA ANALYTICAL SERVICES, INC.
LABORATORY CONTROL SAMPLE SUMMARY
Page 2 of 3
Client:
Client Sample ID:
Client Project ID:
GaiaTech
Lab Control Sample
Quality Linen / A7046 4300
Test Code: EPA TO-15
Instrument ID: Tekmar AUTOCAN/HP5972/HP5890 II-I-/MS2
Analyst: Liliana Marghitoiu
Sampling Media: 6.0 L Summa Canister
Test Notes:
CAS Project ID: P0S01S06
CAS Sample ID; P080619-LCS
Date Collected; NA
Date Received: NA
Date .Analyzed: 6/19/08
Volume(s) Analyzed; NA Liter(s)
CAS# Compound Spike Amount
ng
Result
ng
% Recovery
CAS
Acceptance
Limits
Data
Qualifier
156-59-2
141-7S-6
110-54-3
67-66-3
109-99-9
107-06-2
71-55-6
71-43-2
56-23-5
110-82-7
78-87-5
75-27-4
79-01-6
123-91-1
SO-62-6
142-82-5
10061-01-5
108-10-1
10061-02-6
79-00-5
108-88-3
591-78-6
124-48-1
106-93-4
123-86-4
cis-1,2-Dichloroethene
Ethyl Acetate
n-Hexane
Chloroform
Tetrahydrofuran (THF)
1,2-Dichloroethane
1,1, l-Trichloroethane
Benzene
Carbon Tetrachloride
Cyclohexane
1,2-Dichloropropane
Bromodichloromethane
Trichloroethene
1,4-Dioxane
Methyl Methacrylate
n-Heptane
cis-1,3-Dichloropropene
4-Methyl-2-pentanone
trans-1,3-Dichloropropene
1,1,2-Trichloroetiiane
Toluene
2-Hexanone
Dibromochlorometiiane
1,2-Dibromoethane
n-Butyl Acetate
27.0
29.3
27.0
29.8
26.8
26.3
26.8
27.0
26.0
26.8
26.5
27.8
27.3
27.5
25.8
26.8
25.0
27.5
28.0
26.3
26.5
26.3
27.0
26.3
26.3
23.8
26.7
24.4
26.6
23.5
22.9
22.5
22.9
22.2
23.4
22.7
24.4
24.4
24.2
24.1
23.4
22.7
23.0
24.4
23.5
22.0
21.6
23.3
• 22.9
23.0
88
91
90
89
88
87
84
85
85
87
86
88
89
88
93
87
91
84
87
89
83
82
86
87
87
74-117
- - 69-128
60-127
72-113
72-129
72-117
78-114
73-111
78-126
74-116
78-117
77-120
80-116
79-122
79-128
77-117
78-112
78-128
81-121
80-117
76-116
69-131
80-128
79-122
69-135
P080I806 T015 0806241205 RE.xls - LCS
Verified By: ^ i!n_ Date; Uaul OV 40
TOl 5SCAN.XLT - 75 Compounds . PtgeNo.'.
COLUMBIA ANALYTICAL SERVICES, INC.
Client:
Chent Sample ID:
Client Project ID:
LABORATORY CONTROL SAMPLE SUMMARY
. Page 3 of 3
GaiaTech
Lab Control Sample
Quality Linen / A7046 4300
Test Code: EPA TO-15
Listrument ID: ' Tekmar AUTOCAN/HP5972/HP5S90 IH/MS2
Analyst; Ltiiana Marghitoiu
Sampling Media: 6.0 L Summa Canister
Test Notes:
CAS Project ID: POSOI806
CAS Sample E): P080619-LCS
Date Collected: NA
Date Received; NA
Date Analyzed; 6/19/08
Volume(s) Analyzed; NA Liter(s)
CAS# Compound Spike Amount
ng
Result
ng
% Recovery
CAS
Acceptance
-Limits
Data
Qualifier
111-65-9
127-18-4
108-90-7
100-41-4
179601-23-1
75-25-2
100-42-5
95-47-6
111-84-2
79-34-5
98-82-8
80-56-8
103-65-1
622-96-8
108-67-8
95-63-6
100-44-7
541-73-1
106-46-7
95-50-1
59S9-27-5
96-12-8
120-82-1
91-20-3
87-68-3
n-Octane
Tetrachloroethene
Chlorobenzene
Ethylbenzene
m,p-Xylenes
Bromoform
Styrene
o-Xylene
n-Nonane
1,1,2,2-Tetrachloroethane
Cumene
alpha-Pinene
n-Propylbenzene
4-Ethyltoluene
1,3,5-Trimethylbenzene
1,2,4-Trimethylbenzene
Benzyl Chloride
1,3 -Dichlorobenzene
1,4-Dichlorobenzene
1,2-Dichlorobenzene
d-Limonene
1,2 -Dibromo-3 -chloropropane
1,2,4-Trichlorobenzene
Naphthalene
Hexachlorobutadiene
26.0
26.0
26.5
26.3
62.5
31.3
26.3
29.8
26.0
29.8
27.0
26.3
26.3
26.5
26.0
26.0
25.8
25.5
, 26.3
25.8
26.0
25.8
26.0
26.3
26.3
22.1
23.3
22.5
22.1
53.4
29.2
23.3
25.2
23.7
26.0
23.3
22.4
22.7
23.6
23.1
25.0
22.9
22.3
22.9
22.9
24.8
23.5
24.8
24.8
23.7
85
90
85
84
85
93
89
85
91
87
86
85
86
89
89
96
89
87
87
89
95
91
95
94
90
78-122
~ 77-118
78-117
79-116
80-117
77-128
80-124
80-116
80-120
79-120
81-119
76-123
82-120
80-119
80-120
80-122
85-131
81-117
81-119
81-122
43-150
91-136
75-138
76-143
72-128
P080I806 TO 15 0806241205_RE.xls - LCS
Verified By: ^ Date: k[:^,k3& 41
TOl 5SCAN.XLT - 75 Compounds - PageNo..
COLUMBL\ ANALYTICAL SERVICES, INC.
LABORATORY CONTROL SAMPLE SUMMARY
. Page 1 of 3
Client:
Client Sample ED:
Chent Project ID:
GaiaTech
Lab Control Sample
Quality Linen / A7046 4300
CAS Project ID; P0S01S06
CAS Sample ID: P080620-LCS
Test Code:
Instrument ID;
Analyst;
Sampling Media:
Test Notes:
EPA TO-15
Tekmar AUTOCAN/HP5972/HP5890 n-H/MS2
Liliana Marghitoiu
6.0 L Summa Canister
Date Collected; NA
Date Received: NA
Date Analyzed: 6/20/08
Volume(s) Analyzed: NA Liter(s)
•CAS# Compound Spike Amount
ng
Result
ng
% Recovery
CAS
Acceptance
Limits
Data
Qualifier
115-07-1
75-71-8
74-87-3
76-14-2
75-01-4
106-99-0
74-83-9
75-00-3
64-17-5
75-05-8
107-02-8
67-64-1
75-69-4
67-63-0
107-13-1
75-35-4
75-09-2
107-05-1
76-13-1
75-15-0
156-60-5
75-34-3
1634-04-4
108-05-4
78-93-3
Propene
Dichlorodifluoromethane (CFC 12)
Chloromethane
l,2-Dichloro-l,l,2,2-
tetirafluoroetiiane (CFC 114)
Vinyl Chloride
1,3-Butadiene
Bromomethane
Chloroethane
Ethanol
Acetonitrile
Acrolein
Acetone
Trichlorofluoromethane
2-Propanol (Isopropyl Alcohol)
Acrylonitrile
1,1-Dichloroethene
Methylene Chloride
3-Chioro-lrpropene (Allyl Chloride)
Trichlorotrifluoroethane
Carbon Disulfide
trans-1,2-Dichloroethene
1,1-Dichloroethane
Metiiyl tert-Butyl Etiier
Vinyl Acetate
2-Butanone (MEK)
26.3
25.5
24.5
26.0
24.8
30.0
25.0
25.0
23.8
25.3
24.S
26.8
26.3
25.8
25.5
27.8
27.8-
26.8
27.8
25.0
26.5
26.8
26.8
25.3
27.0
27.3
20.8
23.0
23.0
22.5
29.4
25.8
23.0
21.3
21.4
23.1
23.3
22.4
19.7
22.9
26.6
24.4
27.2
26.1
21.1
24.1
24.2
•••• 24.1
27.5
24.3.
104
82
94
88
91
98
103
92
89
85
93
87
85
76
90
96
88
101
94
84
91
90
90
109
90
62-124
-- 69-117
53-131
58-133
61-127
67-127
67-124
69-123
56-137
62-133
68-124
63-116
71-120
51-127
74-129
77-116
71-113
75-127
63-129
72-122
74-118
74-118
72-119
32-163
71-122
P0801806_TO 15_08O6241205_RE.ltls - LCS (2)
Verified By:_ As^ Date: l^\xU cfk' 42
TOISSCAN.XLT-75 Compounds. PageNo.:
COLUMBIA ANALYTICAL SERVICES, ENC.
LABORATORY CONTROL SAMPLE SUMMARY
Page 2 of 3
Client:
Ghent Sample ID:
Client Project ID:
GaiaTech
Lab Control Sample
Quality Linen / A7046 4300
Test Code: EPA TO-15
Instrument EO: Tekmar AUTOCAN/HP5972/HP5890 II+/MS2
Analyst: Liliana Marghitoiu
Sampling Media: 6.0 L Summa Canister
Test Notes:
CAS Project ID: POSO 1806
. \CAS Sample ID: P080620-LCS
Date Collected: NA
Date Received: NA
Date Analyzed: 6/20/08
Volume(s) Analyzed: NA Liter(s)
CAS#
156-59-2
141-78-6
110-54-3
67-66-3
109-99-9
107-06-2
71-55-6
71-43-2
56-23-5
110-82-7
78-87-5
75-27-4
79-01-6
123-91-1
80-62-6
142-82-5
10061-01-5
108-10-1
10061-02-6
79-00-5
108-88-3
591-78-6
124-48-1
106-93-4
123-86-4
Compound
cis-1,2-Dichloroethene
Efliyl Acetate
n-Hexane
Chloroform
Tetrahydrofvuan (THF)
1,2-Dichloroethane
1,1,1 -Trichloroethane
Benzene
Carbon Tetrachloride
Cyclohexane
1,2-Dichloropropane
Bromodichloromethane
Trichloroethene
1,4-Dioxane
Methyl Methacrylate
n-Heptane
cis-1,3-Dichloropropene
4-Methyl-2-pentanone
trans-1,3-Dichloropropene
1,1,2-Trichloroethane
Toluene
2-Hexanone
Dibromochloromethane
1,2-Dibromoethane
n-Butyl Acetate
Spike Amount
ng
27.0
29.3
27.0
29.8
26.8
. 26.3
26.8
27.0
26.0
26.8
26.5
27.S
27.3
27.5
25.8
26.8
25.0
27.5
28.0
26.3
26.5
26.3
27.0
26.3
26.3
Result
ng
24.1
26.6
24.8
26.8
23.6
22.5
22.5
23.0
22.1
23.7
22.7
24.3
24.8
24.5
24.5
23.6
22.9
23.2
24.3
23.7
22.5
21.7
23.8
23.3
23.2
% Recovery
89
91
92
90
88
86
84
85
85
88
86
87
91
89
95
88
92
84
87
90
85
83
88
89
88
CAS
Acceptance
-Limits
74-117
- 69-128
60-127
72-113
72-129
72-117
78-114
73-111
78-126
74-116
7S-1I7
77-120
80-116
79-122
79-128
77-117
78-112
78-128
81-121
80-117
76-116
69-131
80-128
79-122
69-135
Data
Qualifier
P0801806_TOlS_08062412O5_R£.xl3-LCS(2)
Verified By:_ t^ Date; u[jj^\i^9< 43
T015SCAN.XLT - 75 Compounds - PageNo :
COLUMBIA ANALYTICAL SERVICES, INC.
LABORATORY CONTROL SAMPLE SUMMARY
. -. Page 3 of 3
Client:
Client Sample ID:
Chent Project ID:
GaiaTech
Lab Control Sample
Quality Linen / A7046 4300
CAS Project ID: P0801S06
CAS Sample ID: P080620-LCS
Test Code:
Instrument ED:
Analyst:
Sampling Media;
Test Notes:
EPA TO-15
Tekmar AUTOCAN/HP5972/HP5890 n+/MS2
LUiana Marghitoiu
6.0 L Summa Canister
Date Collected: NA
Date Received: NA
Date Analyzed: 6/20/08
Volume(s) Analyzed: NA Liter(s)
CAS#
111-65-9
127-18-4
108-90-7
100-41-4
179601-23-1
75-25-2
100-42-5
95-47-6
1-11-S4-2
79-34-5
98-82-8
80-56-8
103-65-1
622-96-8
108-67-8
95-63-6
100-44-7
541-73-1
106-46-7
95-50-1
5989-27-5
96-12-8
120-82-1
91-20-3
87-68-3
Compound
n-Octane
Tetrachl oroethene
Chlorobenzene
Ethylbenzene
m,p-Xylenes
Bromoform
Styrene
o-Xylene
n-Nonane
1,1,2,2-Tetrachloroethane .
Cumene
alpha-Pinene
n-Propylbenzene
4-Ethyltoluene
1,3,5-Trimethylbenzene
1,2,4-Trimethylbenzene
Benzyl Chloride
1,3-Dichlorobenzene
1,4-Dichlorobenzene
1,2-Dichlorobenzene
d-Limonene
1,2-Dibromo-3-chloropropane
1,2,4-Trichlorobenzene
Naphthalene
Hexachlorobutadiene
Spike Amount
ng
26.0
26.0
26.5
26.3
62.5
31.3
26.3
29.8
26.0
29.8
27.0
26.3
26.3
26.5
26.0
26.0
25.8
25.5
26.3
25.8
26.0
25.8
26.0
26.3
26.3
Result
ng
22.5
23.6
23.1
22.4
54.1
29.5
23.5
25.4
23.6
26.4
23.6
22.7
22.8
23.2
23.1
24.8
23.1
22.5
23.4
23.0
25.0
23.8
24.8
24.7
23.7
% Recovery
87
91
87
85
87
94
89
85
91
89
87
86
87
88
89
95
90
88
89
89
96
92
95
94
90
CAS
Acceptance
Limits
78-122
-.^..77-118
78-117
79-116
80-117
77-128
80-124
80-116
80-120
79-120
81-119
76-123
82-120
80-119
80-120
80-122
85-131
81-117
81-119
81-122
43-150
91-136
75-138
76-143
72-128
Data
Qualifier
P0801806_TOI5_080S241205_RE.xls - LCS (2)
Verified Bv; e.-Date; hb^l.^y 44
TOISSCAN.XLT - 73 Compounds - PageNo.'
COLUMBIA ANALYTICAL SERVICES, INC.
LABORATORY DUPLICATE SUMMARY RESULTS
Page I of 3
Client:
Client Sample ED:
Client Project ED:
Test Code;
Instrument ID:
Analyst;
Sampling Media:
Test Notes:
Container ID;
GaiaTech
EAS-2
Quality Linen / A7046 4300
EPA TO-15 -
Tekmar AUTOCAN/HP5972/HP5890 n+/MS2
Liliana Marghitoiu
6.0 L Summa Canister
AC01380
CAS Project ID: P0801806
CAS Sample ID: P0801S06-002DUP
Date Collected; 6/12/08
Date Received: 6/13/08
Date Analyzed: 6/19 - 6/20/08
Volume(s) Analyzed; 1.00 Liter(s)
0.20 Liter(s)
Initial Pressure (psig): -1.3 Final Pressure (psig): 3.7
Canister Dilution Factor; 1.37
Compound
Propene
Dichlorodifluoromethane (CFC 12)
Chloromethane
l,2-Dichloro-l,l,2,2-tetrafluoroethane(CFC 1 14)
Vinyl Chloride
1;3-Butadiene
Bromomethane
Chloroethane
Ethanol
Acetonitrile
Acrolein
Acetone
Trichlorofluoromethane
2-Propanol (Isopropyl Alcohol)
Acrylonitrile
1,1 -Dichloroethene
Methylene Chloride
3-Chloro-l-propene (Allyl Chloride)
Trichlorohifluoroethane
Carbon Disulfide
tians-1,2-Dichloroethene
1,1 -Dichloroetiiane
Methyl tert-Butyl Etiier
Vinyl Acetate
2-Butanone (MEK)
Sample
pg/m^
2.86
2.32
ND
ND
ND
ND
ND
ND
13.4
ND
0.974
29.8
1.17
4.79
ND
ND
0.969
ND
ND
ND
ND
ND
ND
ND
11.1
Result
ppbV
1.66
0.470
ND
ND
ND
NT)
ND
ND
7.10
ND
0.425 •
12.6
0.208
1.95
ND
ND
0.279
ND
ND
ND
ND
ND
ND
ND ..
3.77
Duplicate
Sample
pg/m'
2.75
2.36
ND
ND
ND
ND
ND
ND
13.3
ND
1.00
29.2
1.17
4.94
ND
ND
0.992
ND
ND
ND
ND
ND
ND
ND
10.9
Result
ppbV
1.60
. 0.477
ND
ND
ND
ND
ND
ND
7.07
ND
0.435
12.3
0.209
2.01
ND
ND
0.286
ND
ND
ND
ND
ND
ND
ND
3.69
Average
pg/m"
2.805
2.34 .
-
-
-
-
-
13.35
-
0.987
29.5
1.17
4.865
-
-
0.9805
-
- .
-
-
-
-
-
11
%RPD
4
. __.2
-
-
-
-
-
0.7
-
3
2
0
3
-
-
2
-
-
-
-
-
-
-
2
RPD Data
Limit Qualifier
25 M
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25'-'
25
25
25
ND = Compound was analyzed for, but not detected above the laboratory reporting limit.
M = Mattix interference due to coelution with a non-target compoimd; results may be biased high.
P0g01806_TO15_0806241205_RE.xls - Dup(2)
Verified By; Ac_ .Date;_biayj^l__ 45
T0I5SCAN.XLT - 75 Compounds - PageNo.;
COLUMBLV ANALYTICAL SERVICES, INC.
LABORATORY DUPLICATE SUMMARY RESULTS
Client:
Client Sample ID:
Client Project ED:
ge 2 of 3
GaiaTech
IAS-2
QuaUty Linen / A7046 4300
Test Code; EPA TO-15
hismmient ID: Tekmar AUTOCAN/HP5972/HP5S90 n+/MS2
Analyst; Liliana Marghitoiu
Sampling Media: 6.0 L Summa Canister
Test Notes;
-CAS Project ID; POSOl 806
CAS Sample ID: POSOl 806-002DUP
Date Collected; 6/12/08
Date Received; 6/13/08
Date Analyzed: 6/19 - 6/20/08
Volume(s) Analyzed: 1.00 Liter(s)
0.20 Liter(s)
Container ID: AC01380
Initial Pressure (psig); -1.3 Final Pressure (psig): 3.7
Canister Dilution Factor: 1.37
Compound Sample
pg/m'
Duplicate
Result Sample Result
ppbV pg/m' ppbV
Average
Pg/m^
%RPD RPD
Limit
Data
Qualifier
cis-1,2-Dichloroethene
Ethyl Acetate
n-Hexane
Chloroform
Tetrahydrofuran (THF)
ND
4.29
2.05
ND
3.23
ND
1.19
0.581
ND
1.10
ND
,_4.34
2.06
ND
3.22
ND
1.20 4.315
0.585 2.055
ND
1.09 3.225
-1
0.5
03
25
25
25
25
25
1,2-Dichloroethane
1,1,1 -Trichloroethane
Benzene
Carbon Tetrachloride
Cyclohexane
ND
ND
1.44
ND
ND
ND
ND
0.450
ND
ND
ND
ND
1.44
ND
ND
ND
ND
0.452
ND
ND
1.44
25
25
25
25
25
l',2-Dichloropropane
Bromodichlorometiiane
Trichloroethene
1,4-D)oxane
Methyl Methacrylate
n-Heptane
cis-1,3-Dichloropropene
4-Methyl-2-pentanone
trans-1,3 -Dichloropropene
1,1,2-Trichloroethane
Toluene
2-Hexanone
Dibromochloromethane
1,2-Dibromoethane
n-Butyl Acetate
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
1.66
ND
4.43
ND
ND
0.404
ND
1.08
ND
ND
1.67
ND
4.39
ND
ND
0.407
ND
1.07
ND
ND
1.665
4.41
35.6
ND
ND
ND
1.19
9.44
ND
ND
ND
0.252
35.5
ND
ND
ND
1.17
9.42 35.55
ND
ND
ND
0.247 LIS
0.6
0.9
0.3~
25
25
25
25
25
25
25
25
25
25
25,
25
25
25
25
ND = Compound was analyzed for, but not detected above the laboratory reporting limit.
P0801806_TO15_0806241205_RE.iils - Dup(2)
Verified By; '^ Date; LUU(C^ 46
TOISSCAN.XLT -75 Compounds - PageNo.;
COLUMBIA ANALYTICAL SERVICES, INC.
LABORATORY DUPLICATE SUMMARY RESULTS
Page 3 of 3
CUent:
Chent Sample ID:
Client Project ED:
Test Code:
Instniment ID:
Analyst;
Sampling Media:
Test Notes:
Container ID:
GaiaTech
IAS-2
QuaUty Linen / A7046 4300
EPA TO-15
Tekmar AUTOCAN/HP5972/HP5890 n+/MS2
Liliana Marghitoiu
6.0 L Summa Canister
AC0I380
CAS Project ID: POSOl 806
CAS Sample ID: POSOl 806-002DUP
Date Collected: 6/12/08
Date Received: 6/13/08
Date Analyzed; 6/19 - 6/20/08
Volume(s) Analyzed; 1.00 Liter(s)
0.20 Liter(s)
Initial Pressure (psig): -1.3 Final Pressure (psig); 3.7
Canister Dilution Factor: 1.37
Compound
Duplicate
Sample Result Sample Result
pg/m' ppbV pg/m^ ppbV
Average %RPD RPD
Limit
Data
Qualifier
n-Octane
Tetrachloroethene
Clilorobenzene
Ethylbenzene
m,p-Xylenes
0.966
8.67
ND
2.12
10.4
0.207
1.28
ND
0.488
2.40
0.954
8.52
ND
2.10
10.3
0.204
1.26
ND
0.483
2.38
0.96
8.595
2.11
10.35
1
...2
0.9
1
25
25
25
25
25
Bromoform
Styrene
o-Xylene
n-Nonane
1,1,2,2-Tetiachloroethane
Cumene
alpha-Pinene
n-Propylbenzene
4-Ethyltoluene
L,3,5-Trimethylbenzene
ND
ND
3.03
1.61
ND
ND
ND
0.697
0.307
ND
ND
ND
2.99
1.66
ND
ND
ND
0.689
0.317
ND
3.01
1.635
ND
1.26
0.700
1.30
1.26
ND
0.226
0.142
0.265
0.256
ND
1.22
ND
1.25
1.23
ND
0.220
ND
0.255
0.250
1.24
1.275
1.245
25
25
25
25
25
25
25
25
25
25
1,2,4-Trimethylbenzene
Benzyl Chloride
1,3-Dichlorobenzene
1,4-Dichlorobenzene
1,2-Diclilorobenzene
d-Limonene
1,2-Dibromo-3-chloropropane
L2,4-Triclilorobenzene
Naphthalene
Hexachlorobutadiene
3.90
ND
ND
ND
ND
0.794
ND
ND
ND
ND
3.79
ND
ND
ND
ND
284
ND
ND
ND
ND
51.0
ND
ND
ND
ND
288
ND
ND
ND
ND
0.772
ND
ND
ND
ND
"51.7"
ND
ND
ND
ND
3.845
286
25
25
25
25
25
25
25"
25
25
25
ND = Compound was analyzed for, but not detected above the laboratory reporting limit.
POSO 1806_TO 15_0806241205_R£. xls - Dup (2)
Verified By: ^, Date:fej:^Hni< 47
T0I5SCAN.XLT - 75 Compounds - PageNo..
WASATCH
EMVIRONIWENTAL
Quality Linen
c/o Lee Crayk
1024 South 200 West
SaltLakeCity, Utah 84101
FEB 2 6 2009
UTAH DIVISION OF
SOLID & HAZARDOUS WASTE February 13, 2009
Project No.: 1076-006A
SUBJECT: Site Characterization Report
Quality Linen
1024 South 200 West
Salt Lake City, Utah
Wasatch has prepared this Site Characterization Report for soii and groundwater investigation activities
conducted on the Quality Linen site and adjacent properties. This scope of work was based on findings
reported in the May 2008 "Limited Phase II Site Investigation" report conducted on the Quality Linen site
by GaiaTech which identified the presence of volatile organic compounds (VOCs) in the soils and
groundwater at the site above current regulatory action levels.
Should you have any questions, please do not hesitate to contact us.
Sincerely,
WASATCH ENVIRONMENTAL, INC.
Rebecca Studenka
Project Geologist
Distribution: (1) Addressee
(1) Allan Moore-DSHW
Julie Kilgore, Principal/
Ef/vironmental Manager
2410 WEST CALIFORNIA AVENUE • SALTLAKECITY, UTAH 84104
PHONE [phone] • FAX [phone]
Website: www.wasatch-environmental.com • e-Maii: [e-mail]
TABLE OF CONTENTS
Section Page No.
1. INTRODUCTION : 2
2. BACKGROUND : ; , 2
3. PREVIOUS INVESTIGATIONS 2
4. OBJECTIVES 3
5. ADDITIONAL DATA COLLECTION ACTIVITIES.... 3
5.1 . Wasatch September 2008 Investigative Activities ........3
5.1.1 Soil Borings Completed Using Direct Push Method 3
5.2 Wasatch December 2008 Investigative Activities 6
6. FIELD QUALITY CONTROL PROCEDURES 8
6.1 Sample Identification 8
7. LABORATORY ANALYTICAL RESULTS 9
7.1 Volatile Organic Compounds 9
7.1.1 Soil : 9
7.1.2 Groundwater 10
8. SUMMARY AND CONCLUSIONS '. 19
9. REFERENCES 20
Tables
Table 1 - Chlorinated Solvent & Petroleum Hydrocarbon Constituents
Table 2 - Summary of Groundwater Sampling Chlorinated Solvent & Petroleum Hydrocarbon Constituents
Figures
Figure 1 - Boring/MOnitoring Well Locations
Figure 2 - Sept. 16, 2008 Potentiometric Surface Map
Figure 3 - Soil Analytical Results
Figure 4 - Cross-Section Location Map
Figure 5 - Cross-Section A •
Figure 6 - Cross-Section B
Figure 7 - PCE Impacted Groundwater Above Federal MCLs 15'-20' bgs
Figure 8 - TCE Impacted Groundwater Above Federal MCLs 15'-20' bgs
Figure 9 - Cis-1,2 - DCE Impacted Groundwater Above Federal MCLs 15'-20' bgs
Figure 10 - Vinyl Chloride Impacted Groundwater Above Federal MCLs 15'-20' bgs
Figure 11 - Chlorinated Solvent Concentrations in Groundwater 5-15' bgs
Figure 12 - Chlorinated Solvent Concentrations in Groundwater 15-20' bgs
Appendices
Appendix A - Division of Water Rights Information
Appendix B - Geologist's Boring Logs
Appendix C - Soil Analytical Results
Appendix D - Groundwater Analytical Results
Wasatch Environmental Inc.
Page 1
SITE CHARACTERIZATION REPORT
Quality Linen
1024 South 200 West
Salt Lake City, Utah
1. INTRODUCTION
In accordance with your request, Wasatch Environmental, Inc., (Wasatch) has prepared this report for
conducting site characterization activities at the Quality Linen facility in response to findings reported in
the May 2008 "Limited Phase II Site Investigation" report conducted on the Quality Linen site by
GaiaTech. The purpose of the additional investigative activities was to delineate the vertical and
horizontal extent of chlorinated solvent constituent impact to soils and groundwater at the site.
2. BACKGROUND
According to information obtained in the May 2008 report completed by GaiaTech, the Quality Linen site
was first developed with single-family residences in the early 1940s. Quality Linen began laundry
cleaning operations at the site in 1947, in a basement of one of the former residences. Dry cleaning
operations were reportedly conducted from the 1960s until approximately 1985.
The current Quality Linen facility is 1.92 acres size and is located on five separate parcels. Developed
portions of the property include the following:
• A 52,974-square-foot main laundry facility constructed in 1956 and expanded in the 1990s is
located between 200 West and Washington Street, extending south from Brooklyn Avenue.
The main building is utilized for washing, drying, shipping, receiving, and storage of linens. A
two-story office area is located in the northeast corner of the building. Reportedly, three
former wells are located inside the building. Division of Water Rights files document that two
wells were abandoned in 1954 and replaced with a third well. It is our understanding that the
third well was abandoned approximately 30 years ago, though we have found no
documentation regarding the abandonment of this well. Division of Water Rights information
is presented as Appendix A.
• An 11,340-square-foot maintenance and storage building constructed in the 1950s and
expanded in the 1990s is located west of Washington Street and south of Brooklyn Avenue.
The building is used for general vehicle and plant maintenance and storage of delivery trucks,
equipment, and other supplies. Several trench floor drains and an oil/water separator are
located inside the building.
• An employee parking area to the north across West Brooklyn Avenue.
3. PREVIOUS INVESTIGATIONS
In April 2008, GaiaTech personnel conducted a review of historic documentation from the Quality Linen
site and identified the following Areas of Environmental Concern (AECs) regarding the property:
• Historical Dry Cleaning Operations
• Former Kerosene Above Ground Storage Tank (AST)
• Water Treatment ASTs and Chemical Storage -
Wasatcti Environmental Inc.
Page 2
• Underground Brine Pit
• Maintenance Building Operations
On April 22, 2008, GaiaTech supervised the completion of nine soil borings to investigate the identified
AECs. No borings were completed in the on-site buildings. A soil sample was collected from each
boring. Additionally, temporary monitoring wells were installed in each boring, and groundwater samples
were obtained to assess the groundwater conditions at the site. All soil and groundwater samples were
analyzed for volatile organic compounds (VOCs), benzene, toluene, ethylbenzene, total xylenes and
naphthalene (BTEXN), total petroleum hydrocarbons (TPH) and total recoverable petroleum
hydrocarbons (TRPH).
As discussed in the May 2008 Limited Phase II Site Investigation report prepared by GaiaTech, the
results of the investigation identified several locations in which VOC concentrations exceeded the U.S.
EPA Region 9 Preliminary Remediation Goals (PRGs) for soil and federal maximum contaminant levels
(MCLs) for groundwater. The highest concentrations were detected in the boring just north of the
maintenance building and the boring northwest of the chemical storage area of the main building. Based
on the analytical results, it appeared that there had been one or more historical releases from the former
dry cleaning operations at the site. Based on the location of the soil and groundwater impacts and
presumed groundwater flow direction to the northwest, it was likely that impacts had migrated offsite.
Relatively low concentrations of benzene were detected at most of the groundwater sampling locations in
exceedance of the federal MCL of 5 ug/L. The GaiaTech report concluded that the benzene impact
appeared to be consistent across the site and was most likely unrelated to the former underground
storage tank (UST) system.
Based on the laboratory results presented in the May 2008 "Limited Phase II Site Investigation" report
completed by GaiaTech, Wasatch recommended collecting additional data from the Quality Linen facility
to delineate the vertical and horizontal extent of VOCs, particularly chlorinated solvent constituents impact
to soils and groundwater at the site.
4. OBJECTIVES
The objectives of the Wasatch investigations were as follows:
• To verify groundwater flow direction at the site from depth-to-water measurements obtained
from temporary monitoring wells installed on the Quality Linen property and adjacent
properties.
• To identify the vertical and horizontal extent of VOC constituents in soil and groundwater.
•" To collect subsurface information for remedial options, including collection of soil and
groundwater samples for geochemical analyses to evaluate monitored natural attenuation
(MNA) as a possible remedial approach to address residual contaminants remaining at the
site after active remedial action activities are completed.
5. ADDITIONAL DATA COLLECTION ACTIVITIES
5.1 WASATCH SEPTEMBER 2008 INVEJSTIGATIVE ACTIVITIES
5.1.1 SOIL BORINGS COMPLETED USING DIRECT PUSH METHOD,
On September 16 thru 18, 2008, a total of 13 soil probe borings (GP-10 thru GP-22) were
completed at the approximate locations depicted on Figure 1. The soil probe borings were
Wasatch Environmental Inc.
Page 3
advanced at each sample location using the direct push method with a GeoProbe 6600. The
following probe borings were completed:
• GP-10: completed in parking lot north of the Quality Linen main building to further
define the horizontal extent of VOC impact to groundwater to the north.
• GP-11 and GP-13: completed in the western area of the parking lot north of Quality
Linen maintenance building to further define the horizontal extent of VOC impact to
groundwater to the north of the maintenance building and northwest of the main
building.
• GP-12: completed near the highest identified chlorinated solvent concentrations in
groundwater to further define the vertical extent of impact to groundwater. Four
nested wells screened at various depths were installed in this area.
• GP-14 and GP-16: completed in Volunteers of America parking lot to further define
the horizontal extent of VOC impact to groundwater to the northwest.
• GP-15: completed on Salt Lake Chrome Plating property to further define the
horizontal extent of VOC impact to groundwater to the west.
• GP-17: completed inside the Quality Linen main building to evaluate VOC
concentrations in soil and groundwater to the southwest.
• GP-18 and GP-19: completed east of Quality Linen main building in sidewalk in City
right-of-way to evaluate hydraulically up-gradient groundwater conditions.
• GP-20: completed inside the Quality Linen maintenance building adjacent to the
oil/water separator to investigate as a potential source area.
• GP-21: completed inside the Quality Linen maintenance building adjacent to a
section of the floor trench drain to investigate as a potential source area.
• GP-22: completed on A.G. Body Truck Box Shop property to further define the
horizontal extent of VOC impact to groundwater to the northwest.
To verify groundwater flow direction at the site, monitoring well top-of-casing elevations from
temporary monitoring wells GP-10 thru GP-12 were surveyed to within 0.01 foot by Wasatch
personnel using an onsite benchmark assigned an arbitrary value of 100.00 feet above mean sea
level. Groundwater level measurements were obtained from the surveyed temporary monitoring
wells, and the groundwater flow direction was determined to be to the northwest. A
potentiometric surface contour map is presented as Figure 2.
Soil core samples were collected from 5-foot long by 1.5-inch diameter discrete interval push
samplers equipped with disposable polybutyrate liners at all probe locations. The probe samplers
were decontaminated between sample locations with a pressure washer, a laboratory grade
detergent wash, and tap water rinse.
The soil samples were collected continuously at each soil probe location and field logged by an
experienced geologist. The field logging included a description of color, moisture content,
consistency, odor, staining, and soil type based on the Unified Soil Classification System. Soils
at the site generally consisted ot silty-clay (CL), clayey-silt (ML), and silty-sand (SP). Logs for
each probe location are presented in Appendix B.
Wasatch Environmental Inc.
Page 4
A discrete, undisturbed soil sample was collected from each boring completed inside the
buildings and analyzed using U.S. EPA Method 5035A Closed-System Purge-and-Trap and
Extraction for Volatile Organics. Method 5035A is a technique for gathering and introducing soil
samples for volatile analysis that greatly decreases loss of analyte due to microbial degradation
and volatilization. The soil samples submitted for laboratory analyses were collected above
saturation from each boring. The undisturbed soil samples were collected by cutting open the
sample liner and penetrating the sample tool directly into the sample core and placing the
collected soil into the appropriate sample vials. The analytical results indicated that chlorinated
solvents were detected at each location above current U.S. EPA Region 9 Preliminary
Remediation Goals (PRGs) for soil. A summary of the soil analytical results is presented as
Table 2 and Figure 3. The soil analytical results are included as Appendix C. A more detailed-
discussion of the soil analytical results is presented in Section 7.1.1 of this report.
Groundwater sampling was conducted in conjunction with the probing activities at all probe boring
locations. Groundwater was encountered at the site between 5 and 8 feet below ground surtace
(bgs). Based on the fine-grained nature of the water-bearing zone (clay), groundwater production
at the site is limited. Therefore, temporary 1-inch monitoring wells with 5 or 10 feet of PVC
screen were placed at each soil probe location. Temporary nested 1 -inch wells were constructed
in locations in which multiple sampling intervals were completed in order to collect discrete depth
groundwater samples.
Field screening was conducted onsite with the AQR Color-Tec® kit to evaluate approximate
chlorinated solvent concentrations in the groundwater. The AQR Color-Tec® screening
technique uses colorimetric detector tubes capable of detecting chlorinated solvents to a
detection limit of 10 parts per billion (ppb). Groundwater samples.collected for AQR Color-Tec®
screening were collected using a peristaltic pump into 40-milliliter glass vials (VOAs) to
approximately 75% capacity and tightly sealed. Two needles were pierced through the VOA vial
septa. One was near the top of the vial in the headspace (sample extraction needle), the other
was near the base of the vial in the water (inlet purging needle). A colorimetric detector tube and
pump were connected to the sampling needle and a sample was drawn from the vial headspace.
Tentative analyte quantitation and identification were based on tube concentration readings and
color changes.
Groundwater samples submitted for laboratory analyses were collected using a peristaltic pump
into hydrochloric acid (HCL) preserved 40-milliliter glass VOAs containing Teflon™ septa lids.
The groundwater samples were filled slowly into the vials resulting in no headspace or bubbles.
Groundwater samples were transported in an iced cooler under chain-of-custody protocol to
Anfierican West Analytical Laboratories for analysis of VOCs using U.S. EPA Method 8260B.
A series of nested wells (GP-12) were completed in the area in which the highest concentrations
of chlorinated solvents were identified during the GaiaTech investigation. Groundwater samples
were collected from GP-12 at 15 to 20 feet bgs, 25 to 30 feet bgs, 35 to 40 bgs, and 45 to 50 feet
bgs. The groundwater analytical results indicate that the highest concentrations of chlorinated
solvents were detected in the groundwater sample at 15 to 20 feet bgs. Concentrations of
chlorinated solvents decreased with depth. However, all groundwater samples had chlorinated
solvents detected above Federal Maximum Contaminant Levels (MCLs).
Inside the maintenance building, groundwater samples were collected near the floor trench drain
from GP-21 at depths of 5 to 15 feet bgs and 15 to 20 feet bgs with the highest concentrations of
chlorinated solvents detected in the groundwater sample collected from 15 to 20 feet bgs. Both
groundwater samples had chlorinated solvents above federal MCLs; however, groundwater
samples collected between GP-21 and GP-12 have these constituents at much lower
concentrations, indicating a second source area in the vicinity of GP-21 is likely.
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Groundwater samples obtained from sample locations to the west and northwest (GP-14, GP-15
and GP-22) at depths of 5 to 15 feet bgs also reported concentrations of chlorinated solvents
above federal MCLs. With the exception of benzene concentrations reported slightly in
exceedance of its Federal MCL, no other VOC constituents were identified above their respective
Federal MCLs in sample locations GP-10, GP-11, GP-18, and GP-19 located north and east of
the Quality Linen main building.
The highest concentrations of chlorinated solvents identified during this investigation were from
groundwater samples collected from GP-12 and GP-21. Groundwater analytical results are
included as Appendix D. A more detailed discussion of the groundwater analytical results is
presented in Section 7.1.2 of this report.
Based on the analytical results, the vertical and horizontal extent of the chlorinated solvent
impacted groundwater had not been defined at the Quality Linen site. Therefore, Wasatch
conducted further subsurface investigative activities at the site.
5.2 WASATCH DECEMBER 2008 INVESTIGATIVE ACTIVITIES
On December 1 thru December 5, 2008, Wasatch supervised the installation of numerous temporary and
permanent monitoring wells at the site in an effort to further define the extent of VOC-impacted
groundwater at the Quality Linen site. The soil probe borings were advanced at each sample location
using the direct push method with a GeoProbe 6600. Sample collection depths were guided by field
screening using the AQR Color-Tec® kit as previously described. The objective was to field screen
groundwater samples collected at each boring location, advancing at 10-foot intervals until field screening
indicated that chlorinated solvents were no longer present. Soil samples were not collected for VOC
analyses during this investigation. The following outlines the probe locations and sample depths:
• GP-11: Permanent nested wells were installed in the parking lot north/northwest of the
Quality Linen main building to further define the horizontal extent of the deeper chlorinated
solvent impact to groundwater to the northwest of GP-12. Monitoring wells were set with
screen depths of 15 to 20 feet bgs and 24 to 29 feet bgs, and are identified as monitoring
wells MW-6S and MW-6d, respectively.
• GP-12: A permanent well was installed near the previously highest identified VOC
concentrations in groundwater to further define the vertical extent of impact to groundwater in
this area. A monitoring well was set with a screen depth of 60 to 65 feet bgs and is identified
as MW-1. An attempt was made to install.an additional monitoring well in this area from 70 to
75 feet bgs; however, probing refusal was encountered at a depth of 67 feet bgs and a
deeper monitoring well could not be installed at this location.
• GP-13: A permanent monitoring well was installed in the parking lot northwest of the Quality
Linen main building to define the horizontal extent of the deeper chlorinated solvent impact to
groundwater to the north/northwest. The monitoring well was set with a screen depth of 15 to
20 feet bgs, and is identified as monitoring well MW-5.
GP-14: Temporary nested wells were installed in the Volunteers of America parking lot to
further define the horizontal extent of the deeper chlorinated solvent impact to groundwater to
the northwest of the maintenance building. The temporary monitoring wells were screened
from 15 to 20 feet bgs and 25 to 30 feet bgs.
GP-15: Temporary nested wells were installed on Salt Lake Chrome Plating property to
further define the horizontal extent of the deeper chlorinated solvent impact to groundwater to
the west of the maintenance building. The temporary monitoring wells were screened from
15 to 20 feet and 25 to 30 feet bgs.
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GP-21: Permanent nested wells were installed inside the Quality Linen maintenance building
adjacent to a section of the floor trench drain to further define the vertical extent of
chlorinated solvent impact to groundwater in this area. Monitoring wells were set with screen .
depths of 24 to 29 feet bgs and 35 to 40 feet bgs, and are identified as monitoring wells
MW-3S and MW-3d, respectively. ^
GP-22: Temporary nested wells were installed on A.G. Body Truck Box Shop to further
define the horizontal extent of the deeper chlorinated solvent impact to groundwater to the
northwest. The temporary monitoring wells were screened from 15 to 20 feet and 25 to 30
feet bgs. At the time of our investigation, the monitoring well screened from 25 to 30 feet bgs
was dry and a groundwater sample was not obtained.
GP-23: Temporary nested wells were installed on the Salt Lake Chrome Plating property to
further define the horizontal extent of the deeper chlorinated solvent impact to groundwater to
the west of the maintenance building. The temporary monitoring wells were screened from 5
to 15 feet bgs, 15 to 19 feet bgs, and 23 to 25 feet bgs. At the time of our investigation, the
monitoring well screened from 23 to 25 feet bgs was dry and a groundwater sample was not
obtained.
GP-24: A permanent monitoring well was installed in the parking lot north of the Quality
Linen main building to further define the horizontal extent of the deeper chlorinated solvent
impact to groundwater to the north. The monitoring well was installed with a screen depth of
15 to 20 feet bgs and is identified as monitoring well MVy-7.
GP-25: Permanent nested monitoring wells were installed west of a section of the floor
trench drain inside the Quality Linen maintenance building to further define the vertical extent
of chlorinated solvent impacted groundwater in this area. Monitoring wells were set with
screen depths of 5 to 15 feet bgs, 15 to 20 feet bgs, and 24 to 29 feet bgs, and are identified
as monitoring wells MW-4s, MW-4m, and MW-4d, respectively.
GP-26: Temporary nested wells were installed in the Volunteers of America parking lot to
further define the horizontal extent of the deeper chlorinated solvent impact to groundwater to
the northwest of the maintenance building. The temporary monitoring wells were screened
from 15 to 20 feet bgs and 25 to 30 feet bgs.
GP-27: Due to inaccessibility inside the southern half of the Quality Linen maintenance
building, a temporary monitoring well was installed south of the Quality Linen maintenance
building to furtfier define the horizontal extent of the deeper chlorinated solvent impact to
groundwater to the south. The temporary monitoring well was screened from 15 to 20 feet
bgs.
GP-2B: Permanent nested monitoring wells were installed west and hydraulically
downgradient of the Quality Linen main building near a former water production well that has
reportedly been abandoned. These wells were installed to investigate the former water
production well area as a preferential pathway to the subsurface. The monitoring wells were
set with screen depths of 5 to 15 feet bgs, 15 to 20 feet bgs, and 24 to 29 feet bgs, and are
identified as monitoring wells MW-2s, MW-2m, and MW-2d.
GP-29: A temporary monitoring well was installed outside the southwestern corner of the
Quality Linen main building to further define the horizontal extent of the deeper chlorinated
solvent impact to the groundwater to the south. The temporary monitoring well was screened
from 15 to 20 feet bgs.
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• GP-30: Due to inaccessibility inside the southern half of the Quality Linen maintenance
building, temporary monitoring wells were installed outside the eastern portion of the Quality
Linen maintenance building to further define the horizontal extent of the deeper chlorinated
solvent impact to groundwater in the area of the former parts washer. The temporary
monitoring wells were screened from 15 to 20 feet bgs and 25 to 30 feet bgs.
Soil core samples were collected from 5-foot long by 1.5-inch diameter discrete interval push samplers
equipped with disposable polybutyrate liners at all probe locations completed to depths of 20 feet bgs or
less. The probe samplers were decontaminated between sample locations with a pressure washer, a
laboratory grade detergent wash, and tap water rinse. Probe borings completed with temporary or
permanent monitoring wells installed at depths greater than 20 feet bgs were not logged as soil samples
were not attainable due to the use of the dual tube sampling method with an expendable tip.
Soil samples were collected continuously at each soil probe location of 20 feet in depth or less and field
logged by an experienced geologist. The field logging included a description of color, moisture content,
consistency, odor, staining, and soil type based on the Unified Soil Classification System. Soils at the site
generally consisted of silty-clay (CL), clayey-silt (ML), and silty-sand (SP). Logs for each probe location
are presented in Appendix B. A cross-section location map and three maps depicting cross-section views
of probe borings located across the site are depicted as Figures 4, 5, and 6.
Groundwater samples were collected at all probe boring locations. Groundwater was encountered at the
site between 5 and 8 feet bgs. Based on the fine-grained nature of the water-bearing zone (clay),
groundwater production at the site is limited. Therefore, temporary 1-inch monitoring wells with 5 or 10
feet of PVC screen were placed at each soil probe location. Temporary nested 1 -inch wells were
constructed in locations in which multiple sampling intervals were completed in order to collect discrete
depth groundwater samples. In addition, permanent 1-inch monitoring wells were installed at seven
locations on the Quality Linen property.
Field screening was conducted onsite with the AQR Color-Tec® kit to evaluate approximate chlorinated
solvent concentrations in the groundwater as previously described. Groundwater samples were collected
using a peristaltic pump into hydrochloric acid (HCL) preserved 40-milliliter glass VOAs containing
Teflon™ septa lids. The groundwater samples were filled slowly into the vials resulting in no headspace
or bubbles. Groundwater samples were transported in an iced cooler under chain-of-custody protocol to
American West Analytical Laboratories for analysis of halogenated volatile organic compounds (VOX)
using U.S. EPA Method 8260B.
Once soil and groundwater sample collection activities were complete, all temporary monitoring wells
were abandoned. The PVC piping was pulled at each location and the remaining annular space was
sealed with bentonite clay and hydrated with water. The permanent wells remain in place. Probe
locations for all investigation activities conducted to date are presented on Figure 1. Boring logs for all
probe and monitoring well locations are presented in Appendix B. -
6. FIELD QUALITY CONTROL PROCEDURES
6.1 Sample Identification
Quality Assurance and Quality Control (QA/QC) samples were collected and consisted of field duplicate
and laboratory duplicate (MS/MSD) samples. The following is the Q/VQC identification scheme that was
used for soil sample collection:
• Field Duplicate Sample: No field duplicate samples were collected during the September
2008 investigation as discrete samples were obtained for analysis using U.S. EPA Method
5035A Closed-System Purge-and-Trap and Extraction for Volatile Organics. No soil samples
were collected during the December 2008 investigation and submitted for VOC analyses.
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• MS/MSD Sample: One MS/MSD duplicate sample was collected for every 10 soil samples
submitted for laboratory analyses during each investigation. One MS/MSD sample was
collected during the September 2008 investigation from GP-20 (5-7.5'). The MS/MSD
sample was collected, treated, and analyzed as a normal sample. The purpose of MS/MSD
samples is to provide information about the effect of the sample matrix on the digestion and
measurement methodology to ensure that representative matrices are evaluated. No soil
samples were collected during the December 2008 investigation and submitted for VOC
analyses.
The following is the Q/VQC identification scheme that was used for groundwater saniple collection:
• Field Duplicate Samples One field duplicate sample was collected for every 10 groundwater
samples submitted for laboratory analyses during each investigation. Field duplicates were
collected from GP-13 (5-15'), GP-15 (5-15'), GP-23 (15-19'), GP-25 (15-20'), and
GP-28 (24-29'). The duplicate samples were collected, treated, and analyzed as normal
samples. The purpose of the field duplicate samples is to assess whether the sample
containers, preservatives, and/or field conditions are adding to contamination levels of all
samples, and if sample handling/sampling procedures were compromised.
• MS/MSD Sample: One MS/MSD duplicate sample was collected for every 10 groundwater
samples submitted for laboratory analyses during each investigation. MS/MSD samples were
collected from GP-14 (5-15'), GP-18 (5-15'), GP-21 (24-29'), GP-24 (15-20'), and
GP-28 (5-15'). The MS/MSD samples were collected, treated, and analyzed as normal
samples. The purpose of MS/MSD samples is to provide information about the effect of the
sample matrix on the digestion and measurement methodology to ensure that representative
matrices are evaluated.
In addition, laboratory prepared trip blanks were submitted for analyses of VOCs. Trip blanks were
placed in each cooler that contained soil and/or groundwater samples submitted for VOC analyses.
7. LABORATORY ANALYTICAL RESULTS
7.1 Volatile Organic Compounds
7.1.1 SOIL
A discrete, undisturbed soil sample was collected from borings GP-17, GP-20 and GP-21
completed inside the buildings during the September 2008 investigation. The soil samples
collected above saturation from each boring were submitted for laboratory analyses. The soil
samples were collected and analyzed using U.S. EPA Method 5035A Closed-System Purge-and-
Trap and Extraction for Volatile Organics.
The analytical results indicate that VOC constituents were detected in each soil sample collected.
The following is a list of the VOC constituents detected above current U.S. EPA Region 9
Preliminary Remediation Goals (PRGs) for soil. (A Dilution Attenuation Factor (DAF) of 1 was
used.):
GP-17(5'to7.5')
• cis 1,2-Dichloroethene at 290 ug/kg above its U.S. EPA Region 9 PRG of 20 ug/kg
• Vinyl chloride at 290 ug/kg above its U.S. EPA Region 9 PRG of 0.7 ug/kg
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GP-20 (5 to 7.5')
• Tetrachloroethene at 530 ug/kg above its U.S. EPA Region 9 PRG of 3.0 ug/kg
• Chloroform at 66 ug/kg above its U.S. EPA Region 9 PRG of 30 ug/kg
• Trichloroethene at 31 ug/kg above its U.S. EPA Region 9 PRG of 3.0 ug/kg
• Vinyl chloride at 1.3 ug/kg above its U.S. EPA Region 9 PRG of 0.7 ug/kg
GP-21 (2-5' to 5') "
• cis 1,2-Dichloroethene at 130 ug/kg above its U.S. EPA Region 9 PRG of 20 ug/kg
o Vinyl Chloride at 49 ug/kg above its U.S. EPA Region 9 PRG of 0.7 ug/kg
The EPA screening levels are used for evaluation purposes only and are not intended to be
interpreted as cleanup levels. A summary of the soil analytical results is presented as Table 2. A
map depicting the soil analytical results is presented as Figure 3. The soil analytical results are
included as Appendix C.
7.1.2 GROUNDWATER
Laboratory analyses for groundwater samples collected as part of both the September 2008 and
, December 2008 investigations detected various VOC compounds above their respective
laboratory reporting limits. For evaluation purposes, we have compared the laboratory results to
Federal Maximum Contaminant Levels (MCLs) and EPA Region 9 Tap Water Risk-Based
Concentrations where MCLs do not exist for a constituent.
7.1.2.1 Source Areas
Based on the groundwater analytical results from both Wasatch investigations, it appears that two
source areas are present at the site. In addition, the highest concentrations,of chlorinated
solvents in each boring location and/or monitoring well in which constituents were detected
appear to be present at a depth of 15 to 20 feet bgs.
The highest chlorinated solvent constituent concentrations were detected outside the northwest
corner of the Quality Linen main building (near the chemical storage area) in both the GaiaTech
and Wasatch investigations. In September 2008, a series of temporary nested monitoring wells
(GP-12) were completed in the area in which the highest concentrations of chlorinated solvents
were identified during the GaiaTech investigation (GP-7). Groundwater samples were collected
from GP-12 at 15 to 20 feet bgs, 25 to 30 feet bgs, 35 to 40 bgs, and 45 to 50 feet bgs. The
following VOC constituents were reported at concentrations above their respective Federal MCLs:
GP-12(15'to20')
• cis 1,2-Dichloroethene at 180,000 ug/L, above its Federal MCL of 70 ug/L
• Tetrachloroethene at 15,000 ug/L, above its Federal MCL of 5 ug/L
• Trichloroethene at 56,000 ug/L, above its Federal MCL of 5 ug/L
• Vinyl chloride at 1,100 ug/L, above its Federal MCL of 2 ug/L
GP-12(25'to30')
• cis 1,2-Dichloroethene at 5,400 ug/L, above its Federal MCL of 70 ug/L
Tetrachloroethene at 3,400 ug/L, above its Federal MCL of 5 ug/L
Trichloroethene at 1,700 ug/L, above its Federal MCL of 5 ug/L
Vinyl chloride at <100 ug/L, (High method detection limit due to laboratory dilution)
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GP-12(35'to40')
• cis 1,2-Dichloroethene at 410 ug/L, above its Federal MCL of 70 ug/L
• Tetrachloroethene at 2,500 ug/L, above its Federal MCL of 5 ug/L
• Trichloroetheneat 240 ug/L, above its Federal MCL of 5 ug/L
• Vinyl Chloride at <10 ug/L, (High method detection limit due to laboratory dilution)
GP-12(45'to50')
• Tetrachloroethene at 150 ug/L, above its Federal MCL of 5 ug/L
• Trichloroethene at 14 ug/L, above its Federal MCL of 5 ug/L
During Wasatch's December 2008 investigation, Wasatch completed additional borings in this
area to collect deeper groundwater samples to further define the vertical extent of groundwater
impact in the area of GP-12. One boring was completed to a depth of 65 feet bgs in this area. A
permanent 1-inch monitoring well (MW-1) was installed with a screen depth from 60 to 65 feet
bgs. An attempt was made to install a monitoring well to a depth of 75 feet in this area; however,
drilling refusal was encountered at 67 feet bgs.
A groundwater sample was collected from MW-1 (60-65') on December 16, 2008, by Wasatch
personnel. Due to the high sediment content of the sample, the laboratory results are estimated
and flagged. The following VOC constituents were reported at concentrations above their
respective Federal MCLs:
GP-12/MW-1 (60'to 65')
• Tetrachloroethene at 20 ug/L, above its Federal MCL of 5 ug/L
• Trichloroethene at <20 ug/L, (High method detection limit due to high sediment content)
The groundwater analytical results indicate that the highest concentrations of chlorinated solvents
were detected in the groundwater sample collected from 15 to 20 feet bgs. All groundwater
samples collected from GP-12 reported chlorinated solvent constituents above Federal MCLs,
though concentrations decreased with depth. The vertical extent of groundwater impacts have
not been fully defined given drilling refusal at 67 feet bgs.
Based on the analytical results, it appears that there is a second source area at the Quality Linen
site near the floor trench drain inside the maintenance building. In September 2008, two
temporary nested monitoring wells (GP-21) were completed in this area. Groundwater samples
were collected from GP-21 at 5 to 15 feet bgs and 15 to 20 feet bgs. The analytical results
indicated the following:
GP-21 (5'toi 5')
• cis 1,2-Dichloroethene at 260 ug/L, above its Federal MCL of 70 ug/L
• Tetrachloroethene at 1,100 ug/L, above its Federal MCL of 5 ug/L
• Trichloroethene at 510 ug/L, above its Federal MCL of 5 ug/L
• Vinyl chloride at 92 ug/L, above its Federal MCL of 2 ug/L
GP-21 (15'to 20')
• cis 1,2-Dichloroethene at 6,600 ug/L, above its Federal MCL of 70 ug/L
• Tetrachloroethene at 44,000 ug/L, above its Federal MCL of 5 ug/L
• Trichloroethene at 5,200 ug/L, above its Federal MCL of 5 ug/L
• Vinyl chloride at <50 ug/L, (High method detection limit due to laboratory dilution)
During Wasatch's December 2008 investigation, Wasatch completed additional borings in this
area to collect deeper groundwater samples to further define the vertical extent of groundwater
impact in the area of GP-21. Two permanent nested monitoring wells (MW-3) were completed in
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this area. The monitoring wells were screened from: 24 to 29 feet bgs (MW-3s) and 35 to 40 feet
bgs (MW-3d). The analytical results indicated the following:
GP-21/MW-3S (24'to 29')
• cis 1,2-Dichloroethene at 3,400 ug/L, above its Federal MCL of 70 ug/L
• Tetrachloroethene at 43 ug/L, above its Federal MCL of 5 ug/L
• Trichloroethene at 220 ug/L, above its Federal MCL of 5 ug/L
• 1,1 -Dichloroethene at 14 ug/L, above its Federal MCL of 7 ug/L
• Vinyl chloride at 22 ug/L, above its Federal MCL of 2 ug/L
GP-21/MW-3d (35' to 40')- All constituents reported below laboratory detection limits
Based on the analytical results, the vertical extent of chlorinated solvent impact to groundwater in
the area of GP-21 appears to be defined. The groundwater analytical results indicate that the
highest concentrations of chlorinated solvents were detected in the groundwater sample at 15 to
20 feet bgs. Concentrations of chlorinated solvents decreased with depth. All analyzed
chlorinated solvent constituents were reported below detection limits in the groundwater sample
collected from 35 to 40 feet bgs.
7.1.2.2 North of Quality Linen Main Building
During both Wasatch investigations, vertical and horizontal definition of the chlorinated solvent
impact to groundwater to the north of the Quality Linen main building was completed in borings
GP-10, GP-11, GP-13 and GP-24.
During the September 2008 investigation, a temporary monitoring well was installed and
screened in boring GP-10 from 5 to 15 feet bgs. A groundwater sample was collected and the
analytical results indicated that chlorinated solvent concentrations were not detected above their
respective laboratory detection limits. However, some petroleum hydrocarbon constituents were
detected in the groundwater sample obtained. Benzene was the only petroleum hydrocarbon
constituent detected above its Federal MCL of 5 ug/L, at a concentration of 34 ug/L. This boring
is located in a hydraulically upgradient location from both Quality Linen source areas. Several
older stormwater collection grates are located throughout the area, primarily in public right-of-
ways. It has been our experience with redevelopment projects that petroleum constituents in
shallow groundwater is often associated with those older stormwater collection systems. The
petroleum products detected in the groundwater are likely not due to releases associated with the
Quality Linen site and are more likely associated with many years of surface runoff into numerous
stormwater collection areas.
During the September 2008 investigation, a temporary monitoring well was installed and
screened in boring GP-11 from 5 to 15 feet bgs. A groundwater sample was collected and the
analytical results indicated that cis-1,2-Dichloroethene was detected at a concentration of 26
ug/L, below its Federal MCL of 70 ug/L. No other chlorinated solvent constituents were detected
above laboratory detection limits in the sample obtained. Several petroleum hydrocarbon
constituents were detected above their respective laboratory detection limits. However, benzene
was the only petroleum hydrocarbon constituent reported above its Federal MCL of 5 ug/L, at a
concentration of 13 ug/L.
During the September 2008 investigation, the highest reported chlorinated solvent concentrations
were consistently detected in the groundwater samples collected from 15 to 20 feet bgs. As
boring GP-11 is located hydraulically downgradient from the source area GP-12, deeper
groundwater samples were obtained from GP-11 during the December'2008 investigation to
further evaluate the potential vertical extent of chlorinated solvent impact in this area. In
December 2008, two nested permanent monitoring wells (MW-6) were completed In the area of
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GP-11. The monitoring wells were screened from: 15 to 20 feet bgs (MW-6s) and 24 to 29 feet
bgs (MW-6d). The following VOC constituents were reported at concentrations above their
respective Federal MCLS.
GP-11/MW-6s(15'to20')
• cis 1,2-Dichloroethene at 180 ug/L, above its Federal MCL of 70 ug/L
GP-11/MW-6d(24'to29')
• All constituents reported below laboratory detection limits
Based on the analytical results, the impact of chlorinated solvent impacted groundwater appears
to have been vertically defined in this area.
During the September 2008 investigation, a temporary monitoring well was installed and
screened in boring GP-13 from 5 to 15 feet bgs. A groundwater sample was collected and the
analytical results indicated that cis-1,2-Dichloroethene was detected at a concentration of 2.2
ug/L, below its Federal MCL of 70 ug/L. No other chlorinated solvent constituents were detected
above laboratory detection limits in the sample obtained. In December 2008, a permanent
monitoring well (MW-5) was installed in this area and screened from 15 to 20 feet bgs to evaluate
the potential for vertical migration at this depth.
The analytical results indicate that cis 1,2-Dichloroethene was detected at a concentration of 3.6
ug/L, below its Federal MCL of 70 ug/L. No other chlorinated solvent constituents were detected
above laboratory detection limits in the sample obtained.
In addition, in December 2008, probe GP-24 was completed north of the Quality Linen main
building in the parking area. A monitoring well (MW-7) was installed in boring GP-24 and
screened from 15 to 20 feet bgs to evaluate the potential for vertical migration at this depth. A
groundwater sample was collected and the analytical results indicated that no chlorinated solvent
constituents were reported above their respective laboratory detection limits.
Based on the analytical results, the vertical and horizontal extent of chlorinated solvent impacted
groundwater above Federal MCLs appears to have been defined to the north of the Quality Linen
main building.
7.1.2.3 East of Quality Linen Main Building
During the September 2008 investigation, two borings (GP-18 and GP-19) were completed in the
side walk east of the Quality Linen main building at locations hydraulically upgradient from the
Quality Linen source areas in an effort to evaluate the quality of groundwater migrating on to the
site. Temporary monitoring wells were installed at each location and screened from 5 to 15 feet
bgs. Groundwater samples were collected from both locations. The groundwater analytical
results indicated that cis 1,2-Dichloroethene was detected at a concentration of 6.2 ug/L, below
its Federal MCL of 70 ug/L in the groundwater sample collected from GP-18. No other
chlorinated solvent constituents were reported above laboratory detection limits. No chlorinated
solvent constituents were reported above their respective laboratory detection limits in the
groundwater sample collected from GP-19. Given that groundwater flow direction was measured
to the northwest and these sample locations were a considerable distance from the identified
source areas, deeper sampling was not conducted east of the Quality Linen main building.
7.1.2.4 Northwest of the Quality Linen Maintenance Building
During both Wasatch investigations, vertical and horizontal definition of the chlorinated solvent
impact to groundwater to the northwest of the Quality Linen maintenance building was completed
in borings GP-14, GP-16, GP-22, and GP-26.
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During the September 2008 investigation, a temporary monitoring well was installed and
screened in boring GP-14 from 5 to 15 feet bgs on Volunteers of America property. A
groundwater sample was collected and the analytical results indicated the following constituents .
above Federal MCLs:
GP-14(5'to15')
• cis 1,2-Dichloroethene at 1,200 ug/L, above its Federal MCL of 70 ug/L
• Trichloroethene at 49 ug/L, above its Federal MCL of 5 ug/L
• Vinyl chloride at 20 ug/L, above its Federal MCL of 2 ug/L
In addition, some other chlorinated solvent and petroleum hydrocarbon constituents were
detected; however, all were reported below Federal MCLs.
During the December 2008 investigation, two nested temporary monitoring wells were installed at
boring GP-14 location and screened from 15 to 20 feet bgs and 25 to 30 bgs on Volunteers of
America property to further define the vertical extent of chlorinated solvent impact to groundwater.
Groundwater samples were collected and the analytical results identified the following
constituents above Federal MCLs:
GP-14(15'to20')
• cis 1,2-Dichtoroethene at 6,700 ug/L, above its Federal MCL of 70 ug/L
• Trans 1,2-Dichloroethene at 150 ug/L, above its Federal MCL of 100 ug/L
• 1,1-Dichloroethene at 12 ug/L, above its Federal MCL of 7 ug/L
• Vinyl chloride at 380 ug/L, above its Federal MCL of 2 ug/L
GP-i4(25'to30')
• All constituents reported below Federal MCLs
Based on the analytical results, the vertical extent of chlorinated solvent impacted groundwater
appears to have been defined in this area.
During the September 2008 investigation, one temporary monitoring well was installed in boring
GP-16 and screened from 5 to 15 feet bgs in the Volunteers of America parking area. A
groundwater sample was collected and the analytical results indicated that cis 1,2-Dichloroethene
was reported at a concentration of 37 ug/L, below its Federal MCL of 70 ug/L. No other
chlorinated solvent constituents were reported above laboratory detection limits. Some petroleum
hydrocarbon constituents were also detected; however, all reported concentrations were below
their respective Federal MCLs.
During the September 2008 investigation, one temporary monitoring well was installed in boring
GP-22 and screened from 5 to 15 feet bgs on A.G. Body Truck Box Shop property. A
groundwater sample was collected and the analytical results indicated that cis 1,2-Dichloroethene
was reported at a concentration of 99 ug/L, above its Federal MCL of 70 ug/L.
In December 2008, two temporary nested monitoring wells were installed at boring the GP-22
location and screened from 15 to 20 feet bgs and 25 to 30 feet bgs. A groundwater sample was
collected from the temporary well set to 20 feet bgs; however, the temporary well set to 30 feet
bgs was dry. The analytical results identified the following constituents above Federal MCLs:
GP-22 (15'to 20')
• cis 1,2-Dichloroethene at 130 ug/L, above its Federal MCL of 70 ug/L
• 1,2-Dichloroethane at 12 ug/L, above its Federal MCL ot 5 ug/L
Wasatch Environmental Inc.
Page 14
No other chlorinated solvent constituents were reported above their respective laboratory
detection limits. Based on the analytical results, the vertical and horizontal extent of chlorinated
solvent impacted groundwater has not been fully defined in this area. However, further
investigation in the area was not possible due to the presence of the Interstate 15 900 South
off ramp.
During the December 2008 investigation, two temporary nested monitoring wells were installed in
boring GP-26 and screened at depths of 15 to 20 feet bgs and 25 to 30 bgs in the Volunteers of
America parking area. Groundwater samples were collected and analytical results indicate the
following constituents reported above Federal MCLs:
GP-26 (15'to 20')
• cis 1,2-Dichloroethene at 88 ug/L, above its Federal MCL of 70 ug/L
• Vinyl chloride at 4.3 ug/L, above its Federal MCL of 2 ug/L
GP-26 (25' to 30')
• All constituents reported below laboratory detection limits
Based on the analytical results, the vertical extent of chlorinated solvent impacted groundwater
appears to have been defined in this area.
7.1.2.5 West of the Quality Linen Maintenance Building
During both Wasatch investigations, vertical and horizontal definition of the chlorinated solvent
impact to groundwater to the west of the Quality Linen maintenance building was completed in
borings GP-15 and GP-23.
During the September 2008 investigation, a temporary monitoring well was installed in boring
GP-15 and screened from 5 to 15 feet bgs on Salt Lake Chrome Plating property. A groundwater
sample was collected and the analytical results indicated that tetrachloroethene was reported at a
concentration of 16 ug/L, above its Federal MCL of 5 ug/L, and trichloroethene was reported at a
concentration of 2.0 ug/L, below its Federal MCL of 5 ug/L. No other chlorinated solvent
constituents were reported above their respective laboratory detection limits. In addition,
benzene was reported at a concentration of 19 ug/L, above its Federal MCL of 5 ug/L.
During the December 2008 investigation, two temporary nested monitoring wells were installed at
the boring GP-15 location and screened at depths of 15 to 20 feet bgs and 25 to 30 bgs on the
Salt Lake Chrome Plating property. Groundwater samples were collected and analytical results
identified the following constituents above Federal MCLs:
GP-15(15'to20')
• cis 1,2-Dichloroethene at 100 ug/L, above its Federal MCL of 70 ug/L
GP-15(25'to30')
• All constituents reported below laboratory detection limits
Based on the analytical results, the vertical extent of chlorinated solvent impacted groundwater
appears to have been defined in this area.
During the December 2008 investigation, three temporary nested monitoring wells were installed
at boring GP-23 and screened at depths of 5 to 15 feet bgs, 15 to 19 feet bgs, and 23 to 25 feet
bgs on the Salt Lake Chrome Plating property. Groundwater samples were collected from the
temporary wells set to 15 feet bgs and 19 feet bgs; however, the temporary well set to 25 feet bgs
Wasatch Environmental inc.
Page 15
was dry. The analytical results indicate that no chlorinated solvent constituents were detected
above their respective laboratory detection limits in either groundwater sample obtained.
Based on the analytical results, the horizontal and vertical extent of chlorinated solvent impact to
groundwater has been defined to the west of the Quality Linen maintenance building.
7.1.2.6 Quality Linen Maintenance Building
During both Wasatch investigations, vertical and horizontal definition of the chlorinated solvent
impact to groundwater inside and immediately outside the Quality Linen maintenance building
was completed in borings GP-20, GP-21, GP-25, GP-27, and GP-30. The analytical results for
boring G-21/MW-3 are discussed in Section 7.2.2.1 of this report.
During the September 2008 investigation, two temporary nested monitoring wells were installed in
boring GP-20 and screened at depths of 5 to 15 feet bgs and 15 to 20 bgs near an oil/water
separator in the Quality Linen maintenance building. Groundwater samples were collected and
analytical results indicate the following:
GP-20 (5'to ,15')
• cis 1,2-Dichloroethene at 240 ug/L, above its Federal MCL of 70 ug/L
• Tetrachloroethene at 460 ug/L, above its Federal MCL of 5 ug/L
• Trichloroethene at 130 ug/L, above its Federal MCL of 5 ug/L
• Trans 1,2-Dichloroethene at 16 ug/L, below its Federal MCL of 100 ug/L
• Vinyl chloride at 180 ug/L, above its Federal MCL of 2 ug/L
GP-20 (15'to 20')
• cis 1,2-Dichloroethene at 2,100 ug/L, above its Federal MCL of 70 ug/L
• Tetrachloroethene at 150 ug/L, above its Federal MCL of 5 ug/L
• Trichloroethene: <100 ug/L (High method detection limit due to laboratory dilution)
• Trans 1,2-Dichloroethene: <100 ug/L (High method detection limit due to laboratory
dilution)
• Vinyl chloride: <50 ug/L (High method detection limit due to laboratory dilution)
Boring GP-20 is located hydraulically upgradient from GP-25/MW-4 and hydraulically
downgradient from GP-12/MW-1. Although chlorinated solvent constituents are reported above
their respective Federal MCLs in boring GP-20, concentrations are below those reported from
groundwater samples collected from GP-25/MW-4 and GP-12/MW-1. The analytical results from
groundwater samples obtained from boring GP-20 are the basis for the determination that two
source areas are likely at the Quality Linen site.
During the December 2008 investigation, three perrnanent nested monitoring wells (MW-4) were
installed inside the Quality Linen maintenance building in boring GP-25 and screened at depths of
5 to 15 feet bgs (MW-4s), 15 to 20 bgs (MW-4m), and 24 to 29 feet bgs (MW-4d) southwest of the
second source area identified near GP-21/MW-3 in an effort to evaluate if additional releases may
have occurred along the trench floor drain that runs throughout the Quality Linen maintenance
building. Groundwater samples were collected and analytical results indicate the following
constituents above Federal MCLs and/or EPA Region 9 Tap Water PRGs:
GP-25/MW-4s(5'to15')
• cis 1,2-Dichloroethene at 310 ug/L, above its Federal MCL of 70 ug/L
• Trichloroethene at 14 ug/L, above its Federal MCL of 5 ug/L
• Trans 1,2-Dichloroethene at 120 ug/L, above its Federal MCL of 100 ug/L
• Methylene Chloride at 5.1 ug/L, above its EPA Region 9 Tap Water PRG of 4.3 ug/L
Wasatch Environmental Inc.
Page 16
GP-25/MW-4m(15'to20')
o cis 1,2-Dichloroethene at 330 ug/L, above its Federal MCL of 70 ug/L
• Trichloroethene at 23 ug/L, above its Federal MCL of 5 ug/L
GP-25/MW-4d (24' to 29')
• All constituents reported below laboratory detection limits
Based on the analytical results, it appears that the vertical extent of groundwater impacted has
been defined in this area. Analytical results indicate that the chlorinated solvent impacted
groundwater is likely present further south along the trench floor drain. However, due to site
access limitations inside the Quality Linen maintenance building, further investigation along the
trench floor drain was not possible. Instead, groundwater samples were collected immediately
outside the south and east walls of the Quality Linen maintenance building (GP-27 and GP-30),
discussed below.
During the December 2008 investigation, one temporary monitoring well was installed in boring
GP-27 and screened from 15 to 20 feet bgs south of the Quality Linen maintenance building in an
effort to define the southern extent of chlorinated solvent impacted groundwater. A groundwater
sample was collected and the analytical results indicated that cis 1,2-Dichloroethene was
reported at a concentration of 9.8 ug/L, below its Federal MCL of 70 ug/L. No other chlorinated
solvent constituents were reported above laboratory detection limits.
Based on the analytical results, it appears that the extent of chlorinated solvent impacted
groundwater reported above Federal MCLs has been defined to the south of the Quality Linen
maintenance building.
During the December 2008 investigation, two temporary monitoring wells were installed in boring
GP-30 and screened from 15 to 20 feet bgs and 25 to 30 feet bgs outside the Quality Linen
maintenance building east of the parts washer. Groundwater samples were collected and the
analytical results indicated the following constituents above Federal MCLs:
GP-30 (15'to 20')
• Vinyl Chloride at 19 ug/L, above its Federal MCL of 2 ug/L
GP-30 (25' to 30')
• All constituents reported below laboratory detection limits
Based on the analytical results, the vertical extent of chlorinated solvent impacted groundwater
appears to have been defined in this area.
7.1.2.7 Quality Linen Main Building
During the September 2008 investigation, two temporary nested monitoring wells were installed in
boring GP-17 and screened at depths of 5 to 15 feet bgs and 15 to 20 bgs inside the western
portion of the Quality Linen main building, south of the chemical storage area. Groundwater
samples were collected and analytical results indicate the following constituents above Federal
MCLs:
GP-17(5'to15')
• cis 1,2-Dichloroethene at 130 ug/L, above its Federal MCL of 70 ug/L
• Tetrachloroethene at 16 ug/L, above its Federal MCL of 5 ug/L
• Vinyl chloride at 52 ug/L, above its Federal MCL of 2 ug/L
Wasatch Environmental Inc.
Page 17
GP-17(15'to20')
• cis 1,2-Dichloroethene at 3,200 ug/L, above its Federal MCL of 70 ug/L
• Tetrachloroethene at 3,700 ug/L, above its Federal MCL of 5 ug/L
• Trichloroethene at 1,200 ug/L, above its Federal MCL of 5 ug/L
• Trans 1,2-Dichloroethene: <100 ug/L (High method detection limit due to laboratory
dilution)
• Vinyl Chloride at 1,600 ug/L, above its Federal MCL of 2 ug/L
Based on the groundwater analytical results, the vertical and horizontal extents of the chlorinated
solvent impacted groundwater inside the building to the southeast of source area GP-12/MW-1
have not been defined. However, due to site access limitations inside the main building, further
investigation in the area was not possible.
7.1.2.8 West of Quality Linen Main Building
During the December 2008 investigations, vertical and horizontal definition of the chlorinated
solvent impact to groundwater to the outside the western portion of the Quality Linen main
building was completed in borings GP-28 and GP-29.
Three permanent nested monitoring wells (MW-2) were installed in boring GP-28 and screened at
depths of 5 to 15 feet bgs (MW-2s), 15 to 20 bgs (MW-2m), and 24 to 29 feet bgs (MW-2d) west
of a former water production well located inside the Quality Linen main building and south of
source area GP-12/MW-1. Groundwater samples were collected and analytical results indicate
the following constituents reported above Federal MCLs:
GP-28/MW-2s(5'to15')
• Trichloroethene at 20 ug/L, above its Federal MCL of 5 ug/L
• Vinyl chloride at 2.4 ug/L, above its Federal MCL of 2 ug/L
GP-28/MW-2m(15'to20')
• Trichloroethene at 5.9 ug/L, above its Federal MCL of 5 ug/L
GP-28/MW-2d (24' to 29')
• All constituents reported below laboratory detection limits
Based on the analytical results, the horizontal extent of chlorinated solvent impact to groundwater
south of source area GP-12/MW-1 and west of the former water production well has not been
defined. However, the vertical extent of impact to groundwater has been defined.
One temporary monitoring well was installed in boring GP-29 and screened at a depth of 15 to 20
feet bgs west pf the Quality Linen main building and south of boring GP-28. A groundwater
sample was collected and the analytical results indicate the following constituent above its
Federal MCL:
GP-29 (15'to 20')
• Vinyl chloride at 3.9 ug/L, above its Federal MCL of 2 ug/L
Based on the analytical results, the horizontal and vertical extent of chlorinated solvent impacted
groundwater has substantially been defined to the south of source area GP-12/MW-1, with the
exception of vinyl chloride reported in GP-29 from 15 to 20 feet bgs slightly above its Federal
MCL.
Wasatch Environmental Inc.
Page 18
I
I
I
Figures 7 thru 10 depict tetrachloroethene, trichloroethene, cis 1,2-dichloroethene and vinyl
chloride impacted groundwater above Federal MCLs for the 15 to 20 feet bgs depth (depth of
highest identified chlorinated solvent impact). Figures 11 and 12 depict chlorinated solvent
concentrations in groundwater at depths of 5 to 15 feet bgs and 15 to 20 feet bgs, respectively.
The groundwater analytical results are included as Appendix D.
8. SUMMARY AND CONCLUSIONS
The primary constituents of concern identified at the Quality Linen site are chlorinated solvents. Site
investigation activities conducted at the site have further delineated the vertical and horizontal extent of
soil and groundwater impacts at the property.
• Groundwater flow direction was measured and determined to be to the northwest.
• Analytical results for soil identified chlorinated solvent constituents above current U.S. EPA
Region 9 Preliminary Remediation Goals (PRGs) in all seven soil samples collected from the
Quality Linen site.
• Two source areas have been identified at the site. The primary source area is located near
the northwestern portion of the Quality Linen main building. A second source area has been
identified along the trench floor drain in the Quality Linen maintenance building.
. • The highest concentrations of chlorinated solvent constituents reported within the
groundwater at the site are located and migrating at a depth of 15 to 20 feet bgs. Chlorinated
solvent concentrations consistently decrease at all sample locations after a depth of 20 feet
bgs.
• The vertical extent of chlorinated solvent impacts has been defined across the site with the
exception of full vertical delineation in the primary source area. Chlorinated solvent
concentrations were detected above Federal MCLs in the deepest groundwater sample
collected from MW-1 at a depth of 60 to 65 feet bgs, though at significantly lower
concentrations. An attempt was made to collect a deeper groundwater sample; however,
refusal was encountered at 67 feet bgs. Elevated concentrations of chlorinated solvents
were also detected in the deepest groundwater sample collected from GP-17 (inside the
Quality Linen main building) at 15 to 20 feet bgs.
• The vertical extent of chlorinated solvent impacts in the area of the second source area has
been defined. No chlorinated solvent concentrations were reported above their respective
laboratory detection limits in the deepest groundwater samples obtained from MW-3d at a
depth of 35 to 40 feet bgs and MW-4d at a depth of 24 to 29 feet bgs.
• Although chlorinated solvent constituents were identified slightly above federal MCLs at GP-
22 (northwesternmost sample location) and GP-29 (southernmost sample location along the
Quality Linen main building), it is our opinion the horizontal extent of chlorinated solvent
impacts has been substantially defined across the site.
• The full extent of chlorinated solvent impacts to soil and groundwater beneath the two Quality
Linen buildings is not known. There are significant access limitations inside these buildings
that will hinder further site investigation activities in these areas. Laboratory results from
groundwater samples collected adjacent to the south and east outside walls of the Quality
Linen maintenance building were used to provide horizontal and vertical delineation in this
area. Laboratory results from groundwater samples collected adjacent to the east outside
Wasatch Environmental Inc.
Page 19
walls of the Quality Linen main building were used to provide horizontal delineation to the
east.
• We found no information to suggest that significant concentrations of chlorinated solvents are
migrating onto the Quality Linen site.
• Petroleum hydrocarbon constituents were identified in several groundwater samples collected
across the Quality Linen site. The petroleum hydrocarbon constituents may be associated
with stormwater collection grates located throughout the public right-of-ways that dissect the
Quality Linen property, or may be migrating on the Quality Linen property from an offsite
source.
• Analytical results indicate that chlorinated solvent constituents have migrated onto the Salt
Lake Chrome Plating, Volunteers of America, and A.G. Body Truck Box Shop properties.
Groundwater impacts may also be migrating beneath the 900 South off-ramp, though at
significantly decreasing concentrations.
Wasatch is in the process of preparing a Risk Assessment to establish Site Specific Risk-Based Cleanup
Levels (SSRBCLs). Wasatch will submit to DSHW the results of the risk assessment and proposed
SSRBCLs, along with a Remediation and Site Management Plan report that will outline our recommended
approach to addressing chlorinated solvent impacts identified at the site.
9. REFERENCES
GaiaTech., 2008, Limited Phase II Site Investigation Quality Linen 1024 South 200 West, Salt Lake City,
Utah.
Wasatch Environmental Inc.
Page 20
Table 1
Summary of Soil Sampling Chlorinated Solvent and Petroleum Hydrocarbon Constituents
Subsurface Investigation
Quafity Linen
1076-006 A
Hggar3tJias8e^aoete;c>»iBiasditia&Sia>;j^a
Toluene
Oisncg)
Si<9Ui!ttoria
Total
Xylenes
(us/kg)
Organic Compounds
Bromodichl-
oromethane
Tetra-
chloroethene
(ws'itg)
sjoposgils^rwT^ !^ga;w^ ggsa^tpis^g mmsrjms
trans 1.2-
Diohloroelhene
(yfl/kg)
Chloroform
(uo^g)
Tri-
chloroethene
(M/kg)
£WM^
Vinyl-
chloride
(uQflcg)
mo.i^s
SRra(4^)iE^ smsaiBsxa'^iVsmss:ss^
Gaia Tech Investigation
3ag<3-3JWg ger<3.3:Bii wjEa-aa^ 4.4 asKtK^aatett i,a3g.c3i3;^Hg Esgaaaas sBcuaift
SP:5ll2«1l^ig? iSBtsaggooaCT; 'Mg<a.i»igs^ agzaiKa ;gag:4g:s •agea^jiaa 27 jBagaraiUBa iTmsssaLAWK^ aigcgr4gH g!&i;2»
aPr6:f4Wtgg^ ijBBsaaaoofl'sae 56 'g««6:a5 ::aa%16!Ba (Sggjse^ 4500 BwaegtsaCTH ja^aassEcs 320 a^<g3g»
3ezR14i6tli»Sg js;KgzagioB°is; i<aigZ;7£tgE asaiBea a?^<3is.^g?iaErT3:-?5g 10 gigrca;7affiiai'^sigEc3.7iss< 10 «R1'B8B
Wasatch Investigation
SLs = Screening Levels
N/A = Not analyzed
iS^g&suHsTtfiafrafesliaiijBtlSfefg collected from a previous investigation
• EPA Hefllon 9 Screening Levels Migration to Groundwater, Dilution Attenuation Factor i
*' Utah initiai Screening Levels (ISLs) for Petroleum Products
Soii rssiills reported above applicable cleanup levels
TaU>3
Summary of Graundtrater Sampling Chlorinatod SoNanl and Pctrabum Hydrooorbon Constjtuonls
SubuirtEca Ii»9all93liaii
QuatlyLhan
1070-M9A
piaw,{fiiiant1S^BB!G\»iSl3Di\lfCimi»IV»
Benzene
(PBH-I
SBaK?»'jaRs*M
Tolume
(ligIL)
a!«£%'lOII0l£ie%>t
Etttytovnzww
il«E:3»T(H>i«KlSEa
Total Xylenes
(I1S/I-)
vatrsstsntMiss^^K:
NloMhalene
(non-)
iK!iBeai70o;e9I!Bira
ds 1.2-DpchlofoeIhene
(HjO.)
(St5estw;70'j;3t5S3i4
Tetiachloioelhene
(11*1.)
2ES»!;w,'«i;a;iai«Js
Trichloroethane
(^*l)
Si««3ffi3tr.31Hettlii?3
trans t,2-Oi'cNoroethene
(vgn-)
tms^imvia-xntiiKm
1,1-Dichloroethene
(|l>a-l
l,2-Di'chloroe1hine
(non-l
Melhylene Chloride
(ug'l,)
Chloroethane
(UO/Ll
!!8«iii»»:?00MWaMW,W.S«%Kiic?ic«S:K''S^^^^
Chlorolorm
(119^)
rSBK-S'o.uE-'fKK'S
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(ug^)
liBaeetiiHio'jraHaK;
Vmy( Chloride
(not.)
saivaEK»?»is*.
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Qi'.'iKaKssKsann
nn^iStsMmigmBiim
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aR:7aWBHPflMWH
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mmmmai^tmm
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16
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14
24
16
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0-1
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MW-Gd/GP-11 (24-29')
3P-12(15-2tr)
JP-12(26-30')
aP-12 (35-40')
SP-12 (45^50')
llW-1/aP-12 (60-65')
3P-13 (5-15')
GP-13 (5-15') dup
MW-5/GP-13 (15-20')
GP-I4(6-15')
SP-I4(15.20')
aP-14 (25-30')
3P-15(5-15')
GP-15 (5-151 dup
GP-15 (15-20')
GP-15 (25-301
3P-16 (5-151
3P-17 (5-151
GP-17 (15-201
GP-18 (5-151
GP-;9 (5-151
GP-20 (5151
GP-20(15-201
GP-21 (S-151
GP-21 (15-201
MW-3sfflP-21 (24-20)
MW-3(*'GP-21 (35-401
GP-22 (5-161
GP-22 (15-201
GP-23 (5-151
GP-23 (16-191
GP-23 (15-181 dup
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MW-4t«3P-25 (5-151
MW-4m/GP-25 (15-201
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MW-4d/GP-25 (24-2S1
3P-2B (15-201
GP-26 (25-301
3P-27 (15-201
MW.2li'GP-2a (5-161
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MW-2dfGP-2a (24-29-)
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9/17/2008
0/17/2008
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9/17/2008
9/17/2008
9/17/2008
9/17/2008
12/3/2008
12/4/2006
0/18/2008
12/2/2008
12/2/20O8
12«ffi006
12/2/2006
12/2/2008
12/3/2006
12/3/2006
12»2006
12/4/2008
12AK008
12/3/2006
12/4/2006
12/4«)0a
12/4/2006
12/4^006
12/4^008
12«200a
12/6/2006
12/5Q008
34
13
N/A
N/A
<1000
<100
<10
<1.0
N/A
<1.0
<1.0
N/A
2.2
N/A
N/A
13
10
N/A
N/A
2.6
<1.0
<50
<1.0
<1.0
<1.0
<60
<20
cSO
N/A
N/A
<1.0
N/A
N/A
N/A
N/A
N/A
NfA
NIA
N/A
N/A
N/A
NfA
WA
WA
N/A
NIA
WA
WA
l«A
N/A
32
15
WA
WA
<2000
<200
<20
<2.0
WA
<20
<2 0
WA
7.9
N/A
WA
14
19
N/A
WA
3£
<2.0
<100
<2 0
<2 0
«2 0
<100
<40
<100
N/A
WA
46
WA
WA
N/A
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
4.7
27
WA
WA
<2000
<200
<20
<!1)
WA
<20
<2.0
WA
<2 0
WA
WA
22
26
WA
WA
<2D
<20
<100
<2 0
<2 0
<?0
<100
<40
<100
N/A
WA
<2 0
N/A
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
14
66
WA
WA
<2000
<200
<20
<2.0
WA
<2.0
<2.0
WA
4.0
WA
WA
6.6
66
WA
WA
<2.0
<2.0
<100
<2 0
<2.0
<2.0
<100
<40
<100
N/A
WA
<2.0
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
76
2.3
WA
WA
<2000
<200
<20
<2.0
WA
<2.0
<2.0
WA
<2.0
WA
WA
3.1
4.0
WA
WA
<2.0
.2.0
<100
<2.0
<2.0
<2.0
<100
<40
<100
WA
WA
<20
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
<2.0
26
ISO
<20
100.000
5400
410
45
IOJ
2.2
2.0
3.6
1200
G.700
2.1
c2fl
<2J1
IOO
<2J)
37
IW
32M
62
<2 0
240
IIOO
260
6600
3.400
<2.0
m
130
<2.0
<2.0
<2.0
<2,0
310
330
330
<2.0
aa
<2 0
9.6
17
9.5
«20
<20 •
43
12
<20
<20
<20
<2II
<2 0
15:000
3400
SSOO
ISO
sas
<20
<2 0
<20
4.7
<2 0
«2 0
IS
16
<2.0
<2.0
<20
IS
3700
<2 0
<2 0
460
ISO
IIOO
44J000
43
<2 0
<20
<20
<2 0
<2.0
<20
<2C
<2<l
<2r)
<20
<2 0
<20
<2.0
<20
2.7
<2.0
<20
<2 0
<20
<20
<20
<2.0
<20
<20
<2.0
S6L000
1700
240
14
<20U
.2 0
<2 0
<2 0
«
<2 0
<20
<2 0
20
<2 0
.10
<2.0
34
1200
<2 0
<2.0
130
<100
510
f20O
220
<2 0
<2 0
<2 0
<2 0
<2 0
<20
<20
14
23
23
<2.0
<20
<20
<20
20
SS
<20
<2 0
<20
<2 0
<20
<20
<2 0
<20
<2 0
.2000
<200
<20
<20
<20U
<20
«2 0
<2 0
19
150
<2 0
<2 0
<2 0
64
.2 0
<2.0
3.7
<100
<2 0
<2 0
16
<100
<40
<100
29
<2 0
<2 0
26
.2 0
<2.0
.2 0
<2 0
120
94
94
<2 0
73
<20
<2 0
<20
<2.0
<20
<2.0
<20
c20
<2 0
<20
<20
<20
<2 0
.2000
.200
,<20
<20
.20U
.20
.2 0
.2 0
.2 0
12
.2.0
.2 0
.20
.2 0
.2 0
.2 0
.2 0
.100
.2 0
.2 0
.2 0
.100
.40
.100
14
.2 0
.2 0
.2 0
.2 0
.20
,t2.0
,c20
.2 0
.2 0
<2 0
,<20
,<20
,.2.0
<20
<20
.20
ao
,(20
.20
.20
,.20
.2 0
<20
.2 0
.2 0
.2000
.200
.20
.2 0
.20U
,.20
.2 0
.2 0
.2 0
.2 0
.2 0
.2 0
.2 0
.2 0
.2 0
.2 0
.2 0
.100
.2 0
.2 0
.2 0
.100
.40
.100
.2 0
.2 0
.2 0
12
.2 0
.2 0
,.20
,<20
.20
.2 0
.2 0
.2 0
.:20
<20
<20
<20
,.20
<20
.2 0
,.20
<2 0
<20
<20
.2 0
,.20
.2 0
.2000
.200
<20
.2 0
<20U
.2 0
.2 0
.2 0
.2 0
.2 0
.2 0
.2 0
.2 0
.2 0
.2 0
.2 0
.2 0
.100
.2 0
.2 0
.2 0
.100
.40
.100
.2 0
.2 0
.2 0
.2 0
.2 0
,.2.0
,<2.0
.20
ii^^KSlaji^Mxeii
39
4,1
.2 0
.20
<2 0
<20
.2 0
<20
<20
<20
dO
,<20
.2 0
.20
.2 0
.2 0
.20
.2000
.200
.20
,.2.0
«20U
.20
.2 0
.2 0
.2 0
.2 0
.2 0
.2 0
.2 0
.2 0
.2 0
.2 0
.2 0
.100
.2 0
.2 0
.2 0
.100
.40
.100
32
.2 0
.2 0
.20
.2 0
.2 0
<20
1 .20
.20
.2 0
.2 0
.2 0
<2 0
.2 0
.20
<20
.20
.2 0
.2 0
<20
.2 0
.2 0
.2 0
.2 0
.2 0
.2 0
.2000
.200
.20
.2 0
.20U
.20
.2 0
<10
.2 0
.2 0
.2 0
.2 0
.2 0
.2 0
.2 0
.20
.2.0
.100
.2.0
.2 0
.2 0
.100
.40
.100
.2 0
.2 0
.2.0
.2 0
.2 0
.2 0
.2.0
.20
.r20
.2 0
.20
.20
,.20
.2 0
.20
,.20
<20
<30
,.20
<20
,.20
.2 0
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
NIA
N/A
WA
WA
WA
N/A
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
.10
.10
15
.10
IIOO
.100
.10
16
.lOU
.10
.10
.10
20
380
.10
.10
.10
.10
.10
.10
52
ICOO
.10
.10
IOO
.50
02
.50
22
.10
.10
.10
.10
.10
.10
.10
18
16
19
.10
4J
.10
.10
2.4
16
.10
.10
3.0
19
.10
0 ooHeSiSil fptfp previous investigations
* Ftderal Maximum Contaminant Lovels
" EPA Region 9 Tap Water Risk Bastd Concentration
QwiflrfMtofwiilbfn^^ at or above MCLs
ClrtaaWItenBtiHgawtad atMve EPA Region 9 Tip WaUr Risk Based Concentration*
Js Ettimaled value bativeen the MDL and the reporting limjl (PQL). Results are accurate to one significant figure
Ua This flag indicates the compound wu anatyzed lor but not dttscted alMve Ihe MDL
GP-22:.
Billhoaid
^'/ •'' // J'V y .' -••• ,•' -'•'•, .'• •• '.' / y ••• ' •• .' ,• '' /• /•" •' •' ' ' •• •' ••
Ky:Zzy^//y/.zZy/y///.'////.'^y^^^^^^^
y///.yyY.-y.- •'••/•'•'//.'Z'/'Z''yZ'.y/y/yy••///,••)
yyyyyyA/y/y/y^Oy'/y'^'yZ/yy. :•>-.-:>• 'z •/•: •//.
•//y///yy///yyyyyy/yyyy//y-/yyy.yyyy/
\///.////•/] . •
<yyyy.'Zr':'
Z/yy/y/A PciiKiiig Lot .^
GP-26
IVIW-^GP-13
^yyyyyyyy ^y.y///y/A
..GP-14
'1
GP-23
Brooklyn Avenue
GP-6
®
GP-15
\,' / y y \yyy--
yyy-'yyyy'
•^'' y y // /y/
//
yyyZZZ
mi.
y/y// v///y
•'// y'
•ZZ-'y/yyy/
V//yyyyy
GP-20
MV\/-3/GP-21
4^-
MW-4/
GP-25
'rench
Drain
Conci'iale
-'•' Pa r-l
MW-6/GP-11
^ Oil/Water
Separator
OJ
0
c
SZ m ra
GP3f
® -^ GP-27
Parkinci Loi
MW-?/ /tY
GP-24 ^ -^ GP-10
./
GP-8
I3P-7
WWl/
GP-12
®
GP-9
®
Chemical
Storage
GP-17
Offices
M\A/-2/
GP-28
®
G'-3
GP-2
(;P-29
®
Quality Linien
IViain BuitdijinT;
JJnderground
Brine Tank
_Appro)(imate Location
Of Former UST
CP-1
GP-18
^
cu
CO
Vl
o
o
CM
GP-19
12.5 25 50 75 100
Legend
® 2007 Gaia Tech Boring Location
•^ September 2008 Boring Location
-0- December 2008 Boring Location
^ December 2008 Monitoring V\fell Location
WASATCH
ENVIRONMENTAL
Enuiranmcntal S.c/e/i.c;c and Enginocring
BORING/MONITORING WELL LOCATIONS
QUALITY LINEN
PROJECTNO,
1O7&O0SA
DRAWING DATE
Jantaty 21,2009
FIGURE
1
GP-21 (2.5-5")
cis-1,2-Dichloroethene
Toluene
trans 1,2-chloroehtene
Chloroform
Vinyl Chloride
Billboriicl
GP;22v;-"v^i'
<> i /'•'/y/y// yy .•• •• / •'
^ ^yyyy..-yy/y/y.-y.-vyyy/X/yyyyyy-'
<//.-yyyy/y//-'.- y
\''yyyy//y.wyy''.y,
Z/y/yzyyy-yy ••'/
vy/yyyyyy/y^''yy yyyy yyy,'/ yyy y •• ••
vy/yy//'Zy.yi^My' wyy/A^
y/.yy/'y//
i/yW/y
^yyy/yyy,
yyyyyyA
GPr6 (4>fl'J
cl?-1,2-r.)ichlortialhene 66
TDlrachlqroottiene 4,'jOCl
rrtchtoroelhene 320
Oil/Wafer
Separator
GP-20 (5-7.5")
cis-1,2-Dichloroethene 16
Total Xylenes 1.9
Bromodichloromethane 8.2
Tetrachloroethene 530
Chloroform 66
Trichloroethene 31
Vinyl Chloride 1.3
(0
/y/////yyy/y//y
•''W.yyyyyyyyy'^yy
y//yZy/-'yyZyy <^Z}<'0/(y^^CW^-</^^
yyyyyyy//yyy.yyy/yyy//y//yy/yy ^yyyyyyyyyyyyyyyyy//yyyyyyyyyy
Tpluehe
Telrochlorodhehe
GP-7(v»^')
d!}.1,y!-0icl'iloroeihcn(! 7.7
Teirfidilor6()llit!iie 10
tfichttJroelhiiinB 10
Pti.'kiiici Lut
GP-10
GP-8 GP-9
'©
Chemical
Storage
GP-17
Offices
«
as
G'-3
.©
OP-2(4-«')
teirachlonjelherit?
Quality Lineiii
Wiaiu Boifdimivi;
' Underground
I Brine Tank
_Appi"oximate Location
Of Former UST
CP-1
GP-17 (5-7.5")
cis-1,2-Dlchloroethene
Toluene
Total Xylenes
trans 1,2-chloroehtene
Vinyl Chloride
290
26
19
18
290
C/)
GP-19
75 100
NOTE:
Legend
2007 Gaia Tech Boring Location
2008 V\6satch Boring Location
Aii analytical results in (|.tg/kg>
SATCH
l:n\'ifriiinii'>ii(.'il Scli'iiicf.- ,rii.«i71'.fif.jini'.ntinQ
SOIL ANALYTICAL RESULTS
QUALITY LINEN
PROJECTNO.
lore-oosA
DRAWING DATE
October 6,2003
FOGURE
3
«^,-W.J^J.At-U.»Jt^J>«
•—ir- -GP-22-;-~-7"
• BillDOcird :
•y; '/y/yy/y/y,-//y///yy
./'/// ^y/yyyzyyyy/yyyyyy/yyyyy/y/y/yy/yyyyA
'X. .'''//,' / -' ,'^,' -•' ,•,',' • / • ,• '' ,• •• ' y.'.'/'' / •' f,' 'V ,'^
yyy^yX' -v 'y.yyyy//yy.^.' yyyy///y//////A
•' •' • /y^y///y/^y yyy ''.'yyy. • - //.-/.••//y/yyy/.'.
/////yy/.-'-.-//////y.' •• y-'••• .•-•.-• y/y/y/y/-'/y.y^
yyz/z^z4zzz/ZZ'yy'.yyz/zyyyy.yyzyy/
yyyy<y^'^if>^
Hfiikiiisj Loi """-^J--
GP-26
, ^GP-14
MW-5/GP-13
Coiici'Ote
P;iiking Loi
MW-7/GP-24
.;:V GP-10
B) GP-23
Brooklyn Avcinut-
GP-6
GP-15
ymm
^y//////y.
yyyyy///. '^yy/yyy (yyyyz'yy \yyyyy/yy.'
Y'yyy///y
\y/yrenG\]yy.
'yyyoiiiyy
^y:zo<y</>> yyyy///y/^
mN-41
GP-25 Parts _
Washer
X,
•^ GP-27
OilA/Vater
Separator
to
,.
yy/yyyyyyyyyyy/y 'yyyyyyy/yyyyyyy/
yyy/./yy//y/y/y.y/y/.y
///////y/ y/y// /.' y///.yy/yyy' /y/y.'
^y/9yy.y/zy'yyy'yy/99:o'.''./ozyy/yyyy
GP-8
©
GP-9
tMI-MM
GP-12
IChemical
Storage
^y
Offices
MW-2/ ^,
GP-28 "^
GP-2
,(31 .1
MP
Qiisility Liifien
Wlain BuikJing
1 j_ynderground
' I Brine Tank
_Approximate Location
Of Former UST
CP-1
GP-18
GP-19
W
N L.egend
0 12.5 25 SO 75 100
® 2007 Gaia Tech Boring Location
•(fr September 2008 Boring Location
— Cross Section A
December 2008 Boring Location
December 2008 IVIonitoring Well Location
Cross Section B
£lfttVmOWN.i!^*1^8'
J?ii(/(V/i/iftw//(.''/( 'Si':ii-:iu:f.' .ooil (jigiix'.cnng
PROJECT NO.
1076.006A
ORAVVING DATE
January 21,2009
FIGURE
4
i.mii».«-iii«i.i.iiiii,,..4™f'
a
LU
Q
0 —
5 —4
(I 2/2/08;^
10 —
15 —
20 —
25 -
30
•35
40
50
55
60
65
NOTE: J = Estimated value
between the MDL and the reporting
limit (PQL). Results area accurate
to one significant figure
U = This flag indicates the
compound wos onolyzed for but
not detected above the MDL
CL
SP
ML
GM
CLAY
POORLY GRADED SAND
INORGANIC SILT
SILTY GRAVEL
PCE = Tetrachloroethene cis 1,2-DCE = cis 1,2-Dichloroethene
TCE = Trichloroethene 1,2-DCA = 1,1-Dichloroethane
VC = Vinyl Chloride 1.1-DCE = 1,1-Dichloroethene
DCM = Methylene Chloride trans1,2-DCE = trans 1,2-Dichloroethen®
^BSDESsza; x^caasEsis 'HHWUiWUlTTtil
CL
Ui
Q
16' DISTANCE (FT) ^Q-
(12/2/08)^
10
15
20
25
•SF;
No ChlorlnaFod Solvents
OatocFod Above laboratory
Reportlrtg Lfmllj CroundwQlnr (5'-15'!
<2.0 uoA <:lj1,2-DCE
16 uj/L PCE
<J,0 ug/L TCE
<I.O ug/L VC
, ttn Chlorliialfld Solvonto
0«icci«d Abovt Laborofor)'
Roparting Limit,
nroundwotfir fl5'-20'l
100 ug/L cl» 1,2-DCE
<2,0 uo/L PCE
<2,0 ug/L TCE
G,4 ug/U lran«l,J-OCE|
<l,0 ug/L VC
30
35
40
45
50
55
60
65
GP-25
He Chlorinatod Solvents
OotocJod Above Laboratory
Ropoding Limils
,(.l2/3/.00)
310 ug/L c;Bt,2-DCE
<2-0 vig/l. PCE
14 ug/L TCE
t20 ug,/L lransl,2-0CE
5.1 ug/l. DCM
1.8 ug/L VC
Croundwatin- (l5'-20'>
3J0 uj/L clil.2-DC£
<:2.0 ua/L PCE
13 ug/U TCE
04 ug/L transl.Z-OCE
4.1 ug/L OCN
I.g ug/L VC
Ground
t^o ChlcrtrotQ.d Solvonta
Oo,*octod Abavji Laboratory
Roport'rg L-'mttn
GP-15
y''- ••^- '•••>:' Z''Z:- yz-Zfy zy
S (I 2/3/08)
Crgundwa'c (!i'-l5')
87'
.m.mt.^r.i,.>..., .jM.mmil>*sn
Z'^yZ':: zyy\'y--Z ;•:•;,: ''•''••;'••'••'.;.'• ' '•' ^(^2/j/bs)'::^
260 ug/L clDl.2-0CE
J, 100 ug/L PCE
510 ug/L TCC
92 ug/L VC
f:•••.,•,
Groundviator (15 -ZO'
6.800 ug/L cit 1,2-DCE
44.000 ug/U PCC
S.iOO ug/L TCE
<50 ug/L VC
OfoundwoNir fS'-IS')
UC us A ctsl.^.-OCC
<6<I ugA *>C£
'(M i/j/U rCE
16 ug/L trans 1,2-DCE
83 ugA "C
'z'''"-yy'y^0^/
•/:..f:y./'Xy-i^ ••[•;•
CrMina^rotrr <H'-2n'1
I,ICC u.gA dsl.I-DCC
ISO ug/i. PCE
'<IBO UJA TCE
<50 ug/U VC
GP-20
Cround>»ol«ir (24'-;n')
3,400 ug/U Cl3l,2-0CE
43 ug/L PCE
J20 ug/L TCE
29 ug/L Iran3l,2-0C£
14 ug,/U l,i-OCE
3.2 ug/L Chiorooltinny
22 ug/L VC
Croundwotd." f35'-4CI')
No Chlorlnotod Solvents
OstQotod AbovA Laborotcry
Reporting Limits
C:round»oter (IS'-20'1
5 80.000 ug/U ci3t,2-0CE
15.000 ug/U PCE
•56,000 ug,/u rce
1,(00 ug/U VC
n'ounii».nl»r f25'-3U'l
5.400 ug/U c(5l.2-l3CE
.3,400 i.fl/L fCE
: ,7^0 ug/U TCE
<iOO ug/U VC
GP-25 GP-21
^m
Crou.Tdwoter f.^5'-4C'>
411! ug/U clul,2-0CE
2,50(1 ug/L PCE
240 ug/U TCE
<!0 u^/U VC
Croundwcitor f45'-'jn'l
45 ug/U clii!.2-0CE
(50 ug/U PCE
.•4 ug/U TCE
(.8 og/U VC
Groundwotor f60'-B5M
IOJ ug/U dal.2-0CE
20i ug/U PCE
'<20J ug/U TCE
<rO(; ug/U VC
GP-1
CL
SP
ML
GM
CLAY
POORLY GRADED SAND
INORGANIC SILT
SILTY GRAVEL
LEGEND
PCE = Tetrachloroethene
TCE = Trichloroethene
VC = Vinyl Chloride
DCM = Methylene Chloride
cis 1,2-DCE = cis 1,2-Dichloroethene
1,2-DCA = 1,1-Dlchloroethane
1,1-DCE = 1,1-Dichloroethene
trans1,2-DCE = trans 1,2-Dichloroethen«
ENVinONMEMTAU
l'r.:,'ir.i:r^-n'..n;al.Soon«^.on.'J Laylm-'crini}
Cross Section B to B'
QUALITY LINEN
PROJECT NO, DRAWING DATE
Concrete
Pad
Billboard
Approximate Extent of Groundwater
Impact Above Federal MCLs
MW-7/GP-24
<2,0 ug/L
;.' .'I , V \
||-^Jei4mical
'-'"'"•.'- •.:iV'-'--Storage
•-•%"i-..'!r„*'>•;'•»«
Parking Lot
GP-10
GP-8 GP-9
Quality Linen
iVIain Building
Underground
Brine Tank
Approximate Location
Of Former UST 4-
GP-18
cn
o o
CM
GP-19
0 12-5 25 50 75 100
Legend
• 2007 Gaia Tecli Boring Location -^ December 2008 Boring Location
-$- September 2008 Boring Location ^ December 2008 Monitoring Wfcll Location
Concentration Contours
NOTE: Federal Rflanimum Contaminant Level for Tetrachloroetheno (PCE) In Grouratiwater is 5.0 ug/L
^WASATCH
PCE IMPACTED GROUNDWATER
ABOVE FEDERAL MCLs (15'-20' bgs)
ENVIRONMENTAL
Environmental Science and Engineering
QUAUTY LINEN
PROJECT NO.
1076.006A
DRAWING DATE
January 21, 2009
FIGURE
7
Concrete
Pad
iroximate Scale (Ft.)
0 10 20 40 60 80
Legend
• 2007 Gaia Tecti Boring Location -(^ December 2008 Boring Location
4- September 2008 Boring Location ^ December 2008 Monitoring Well Location
Concentration Contours
NOTE: Federal Maximum Contaminant Level for Vinyl Chloride in Groundwater ts 2.0 ug/L
^WASATCH
ENVIRONMENTAL
I
Environmental Science and Engineering
VINYL CHLORIDE IMPACTED
GROUNDWATER ABOVE FEDERAL
MCLs (15'-20' bgs)
QUALITY LINEN
PROJECTNO.
1076-006A
DRAWING DATE
January 21, 2009
FIGURE
10
GP-S (2007)
cisl.,2-DCE
PCE
TCE
VC
59 Mg/L
S.2 ng/L
5.9 ng/L
6.9lig/L
trans 1,2-bCE ;. 4.2 (ig/L
18 Ug/L
4.6 Mg/L
6 5 Mg/L
<1.0,Mg/L
els 1,2-DCE
PCE
TCE
VC
310 pg/l
<2.0 Mg/L
14 Ug/L
1.6 Mg/L
trans 1,2-DCE 120 MS/L
DCM 5.1 Mg/L*
GP-ie
GP-18 (9/17/08)
cis 1,2-DCE
PCE
TCE
VC
6.2 Mg/L
<2.0 M(5/l.
<?..0 Mg/L
<1.0 Mg/L
GP-21 (9/17/08)
Cis 1,2-DCE
PCE
TCE
VC
260 MS/L
1,100 MB/L
SIOMS/L
92 Mg/L
'/A
' A ,•
yy
(•y
cis 1,2-DCE
PCE
TCE
VC
trans 1,2-DCE
240MB/L
460 Mg/L
130 Me/L
180|ie/L
16M6/L
cis 1,2-DCE
PCE
TCiE
VC
4,7 Mg/L
.<2.0Mg/L
<2.0Mg/L
<1.0 Mg/L
GP-5 (2007)
cis 1,2-DCE
PCE-
TCE
VC ,
Carbon Disulfide
"7.5 MS/L .
<2.0MS/L
<2.0 M8/L
<1.0'Mg/L
.....^•iM8/L
'//.y///.// y. ZZ/yyyy
yyy///yy/,
'^y// - A/y ..'/
yyyy. •/•'"' y/'-yyyyyy
/.• • /.A/T-ry
GP-1 (2007)
cis 1,2-DCE
PCE
TCE
VC
. 3.4 Mg/L
5.0 M«/L
<2.6Mg/L
<1.0Mg/L.
GP-2(2(»7V
cis 1,2-DCE
PCE
rcE
VC
«.8 IJg/L
<t2,0 M«/L
<2iJjjig/L
<1.0Mg/L
CP-3 (2007)
ds 1,2-DCE
PCE
rce
vc
2.9 Mg/L
<2.0 Mg/L
<2.0 Mg/L
<1.0 Mg/L
I
:/::-:^l
Federal rMininiuni Contsminant Leveb (MOf) For Groundwater (MB/LI
12.S ii 50 75 100
cis l,2-D(cWofoethene (cis 1,2 DCE)
Tetrachloroethene (PCE)
Trichloroethene (TCI;)
trans 1,2-Dichloroediene (trans 1,2-DCE)
1,1-Dichloroethene ll.l-DCE)
Vinyl Chloride (VC)
Methylene Chloride (DCrvi)
cis 1,2-Dichloroethene
Tetrachloroethene
Trichloroethene
trans 1,2-Dlchloroethene
10 Vill.
5,0|ig/l
S.O Mg/L
100 Mg/L
1,1-Dichloroethene
Chloroform
Carbon Disulfide
Vinyl Chloride
7,0 MS/L
0,17 M«/L
1000 Mg/L
2,0 MS/L
Concentrations Atwve MCLs Are In BoM
* Above EPA Region 9 Tap Wst« Rnk Basetl Concentration
Legend
O 2007 Gala Tech Boring Loc'iUon
^ September 2008 Boiina LocaBon
^ December 2008 Boring Locafion
^ December 2008 Monitoring Wsll Location
^.Afir-.I^^Ji»la-i
ENVIRONMENTAL
^rwironmGinal Scicnc* .'inii Z-.n.jnmcriny
GP-19
CHLORONATED SOLVENT CONCENTRATIONSfl
IW GROUNDWATER 5.15' bgs
QUALITY LINEN
PROJECT NO.
iors-oosA
DRAWING DATE
February 11, 2009
FIGURE
11
13P-22'
yy. 'yMy^
GP-26 (12/3/08)
cis 1,2-DCE
PCE
TCE
VC
trans 1,2-DCE
88|ig/L
<2.0 Mg/L
<2.0 Mg/L
4.3 ^g/L
7.3 Mg/L
GP-14 (12/1/08)
cIs 1,2-DCE
PCE
TCE
VC
trans 1,2-DCE ^
1,1-DCE
6,700 |ig/L
<2.0 Mg/L
<2.0Mg/L
380 |ig/L
150 Mg/L
12 Mg/L
MW-5/GP-13 (12/2/08)
cis 1,2-DCE
PCE
TCE
VC
3.6 Mg/L
<2.0 Mg/L
<2.0 Mg/L
<1.0 Mg/L
MW-6S/GP-11 (12/2/08)
cis 1,2-OCE
PCE
TCE
VC
180 Mg/L
<2.0 Mg/L
<2.0 Mg/L
1.5 Mg/L
MW-7/GP-24 (12/2/08)
No Chlorinated Solvents Detected Above
Laboratory Reporting Limits
GP-22 (12/2/08)
cis 1,2-DCE
PCE
TCE
VC
trans 1,2-DCE
1,2-DCA
130 Mg/L
<2.0 ng/L
<2.0 Mg/L
<1.0 Mg/L
2.8 ng/L
12 Mg/L
GP-23 Brooklyn Avenue
• GP-6
GP-8 GP-9^
No Ciilorinated Solvents Detected Above
Laboratory Reporting Limits
No Chlorinated Solvents Detected Above
Laboratory Reporting Limits
trans 1,2-DCE
MW-4m/GP-25 DUP(12/3/0S)
cis 1,2-DCE
PCE
TCE
VC
trans 1,2-DCE
DCM
330 Mg/L
<2.0 |ig/L
23 Mg/L
1.9 Mg/L
94 Mg/L
4.1 Mg/L
GP-21 (9/17/08)
cis 1,2-DCE
PCE
TCE
VC
6,600 Mg/L
44,000 Mg/L
5,200 Mg/L
<50 Mg/L
/ / / /
'''yyyyy
cis 1,2-DCE
PCE
TCE
VC
2,100 Mg/L
150 Mg/L
<100 Mg/L
<50 Mg/L
yy<^^Z^yy>y^^/^>yy^
'^yy9:-^yyy'yy/\yyy^-'^y^^^
zy''y0yy''y^/y'y^yyAyy^y'yy
^>^yzy^y:Mmyyy^
Vy/yyyy/y/yyyy^^^^^^^^^^
/ / //// y ///,'/..' / // ////////// /:
CHLORINATED SOLVENT COK
GP-18
<D
0)
CO
O
O
CM
GP-19
Federal Maximum Contaminant Levels (MCLs) For Groundwater (|ig/L)
12.5 25 50
cis 1,2-Dichloroethene (cis 1,2-DCE)
Tetrachloroethene (PCE)
Trichloroethene (TCE)
trans 1,2-Dichloroethene (trans 1,2-DCE)
75 100
1,1-Dichloroethene |1,1-DCE)
vinyl Chloride (VC)
Methylene Chloride (DCtVI)
1,2-Dichloroethane (1,2-DCA)
cis 1,2-Dlchloroethene 70 Mg/L
Tetrachloroethene 5-0 Mg/L
Trichloroethene 5-0 Mg/L
trans 1,2-Dlchlaroethene 100 Mg/L
l,l.-Dichloroethene
1,2-Dlchloroethane
Vinyl Chloride
Methylene Chloride
7.0 M8/L
5.0 M8/L
2.0 Mg/L
4,3 Mg/L
Concentrations Above MCLs Are In Bold
* Above EPA Region 9 Tap Water RIsli Based Concentration
^
Legend
2007 Gaia Tech Boring Location
September 2008 Boring Location
December 2008 Boring Location
December 2008 Monitoring Well Location
^WASATCH
ENVIRONMENTAL
Environmental Science and Engineering
CHLORINATED SOLVENT CONCENTRATIONS
IN GROUNDWATER 15-20' bgs
QUALITY LINEN
PROJECT NO.
in76-0G6A
DRAWING DATE
February 12, 2009
FIGURE
12
Appendix A
Division of Water Rights Information
iassiaat 31, 1959
Qaaliif Lia«n 6 'Sssal. Stipply Ce«
lOak S»» lat Vast
Salt Lain OLt? 1^ Utah
Qmilmmi BSl OaPBmBraiHDL.iaasa CLAIMS MOSa
9133 iUn? 15»53.
I 3>«99 ^ur 191^11 cfttiaas, ^lich haTie ba«a znmb^vd 41^, to s>«plAoe tw&
oslatiBS voUs^ aoyaapad Igp* atoVQ-siiaib«r«d andra^sswaaad wBfeer alaiaSf loeet^ I,2180 rt«
aad Vg 1590 ft«» assd 1« 226$ ft« aad V« 1575 ft«0 r<«p««tiii«27a both fsrtt SE Cor.
3««« 12, ZLS, SWs SLMMg ^ tho drilliag of oas xiow wsU, Tho BOW woll 1« to bo
<i>lll«d. «tthia IfO foot of tho too oBElatlng Trails^ aaad ropla9«a«aKt ia swoosftoiy boesoso
ths tMSt oU walls fmod and xraro p«siBani«ntl7 9oalod ^th the «t«to-oimad Mmdjack..
Xoicr Toqpieot is srsBtoA vith tho YtodorotassdiBg as aot fosrth vadvr mlos and
gogwIfefeiflBa listod oa tha Tovorsof side of Totsr ap^ili.99XijODa„ that T^tlaoing a well
mteaaa tho drilliag of A WKT VOU. for tho oolo f^irjtoso of r^ilooiag ^ flodLatlag voH^
iiqiairsd or a&da usolose hf falling utttor supj^T", bgr strootural diffioultiM, or b7
bQth« fooh a nosr v»ll oaa bo s^botitwtod for, acd ooa thorotqr •oquirOf tho rl^^ts of
tho old 'oekll pro^ldnd tho vactor sugyplT' and oaturo of itso aro idsntieol in the tMo
»«Ila« and no noir right or adraatago to tho uao of wstor aooruos* y '..Lc
If other thwi ootr oaaiag is to bo ueod in this nov well« sueh ooaing aaot
bo ixu^oetod wd ^provad ^ ft roproaostativo of Uiia effiao* AU walls oust bo so
oenatrvotod and flaishiod thet thair ma^ bo roadil?' oostroUod at all tiiaoai, and
pnmat wasto of laxdorsroqnd ««t«r idian it ia oot boiag uaad bamfloiollyp Alao,
taith the ondorstandiag that so aot^ «act«B> is to bo divortod fron tho n««r wall than
thait fbr tdiieh a rifht haa b«oa initiatod ssai in good atandiag b7 'virtoo of psst
bosefieisl uso fros th« old w«lla«
1&0 driUor oiast bo homted and hove a, Ponit for tho ourront ynsar, iaouod bjr
tho 3tato fiigiBeara fiaforo soiaasaeins^ ho oatst giTo thia ofCico aotioo as to tho 4sjf
he vDl bogiae and withia 50 dapo after the «ozic has boon eoqalatod, Hmat file a troll
drillorvs report* This r«^rt ia to e«ataln asoiarota and ocoiploto infozsuKtion rogGUPdr*
ing tho vosic donog and booono port of tho £Uae ia this offleo portalning to tho aho-v^eH
asadbarad uBdorgrouud tcotor elaiiBB*
Aftor thia %mrk has boon done on ooginoor from thia office will dotaKBina
^o loostien of tho nov tnUX* 1!ho aotal togs afaould bo taken from tho ola voUs and
attaahad to tho near «oa« oftlr it has boon ooa^lotod*
!nii8 ia the lioansod drUlor^a aatooritj to begin voxk ca jsar replaecaunt
t««ll mdar the eoaditiena ced pro^ioioas aot forth horoln*
leora maey tn2jg
Donald S. Stowart,
saaatsD wass. KWriwwiMiD
AFFLIGATIUDi TQ AEFi<.L.t, GuiiAfl, Uiiailt-aM, Utt Eia-LAC£ AM EXISTING WELL-
* • • • . ' ' CLAIM HO. 9X3.3 .
t'l 11 »;
SaXt.Lake City.. . Utah ,.'Decaal3er 29 . 1958
^"^ (GityJ (State) (Date) "^^ •
iipplication is hereby made to the State Engineer to repair, clean-, deepai-
or replace.an existing well, based upon the follo>iing. showing of facts:. " " "'
1. Mame of applicant, is. Qnalitv Liqen & Tovel .qnnnly r.x;>m^n.^r,
'2, Post-office address of applicant is IQgU ^qm^th T.gt. We.gt^ .q.L.H^j Ut.
3. Number of Claim or Application filed with the Stats lingineer. covering
the well which applicant proposes tP repair^ clean,-deepen, or replace is .Claim
cJEJcappaasiaasSi No. _223X» (strike .words not needed)
4. The existing well Jy«Xa.;Hr'Bgm:}< AiaiuiiyMJ^tu.MxfestecCT3uu!o;:^^^
•xhnybriierB^-ytehBfTrga'iai^^ aanfyii^ gaia a^a Hiwri.KiB;i.KLHX^«B]titd!^iLigQ[i.ii •qjpi.^iaei^ requires replace>rr.^^ feet
ment by a hew well. If f'eplaced'by a new well > its •;lo cation will' be Wit ilio/tesi: ^
-gimrlgk^ ai»Ml!<tMJLajBarx7r779f;-x-y7-!onorxsj^^ awwmt.if aMHMfcy' from f.hf. existing well, r .... '
(ijtrike words not needed)
5» The replacement well is to be ^_8^i____ inches in diameter,. and - from
700 tn '?00 feet deep,
6, The name of well driller who applicant proposes to do the work is:
.7.. Hy'PfttqrHpn It is proposed to begin the work MaT« ' 1 • :i-.19-^
7. Applicant hereby agrees, in case this application is approved^ toabide
by the rules anu regula-tions promxilgated by the State iaagineer, set out on the
reverse side hereof, for the repairing,: cleaning, deepening, or replacing of.exD.st-
ing wells* Applic«nt further agrees to and hereby authorizes the State En^neer .
to endorse his original claim or application to show any replacement resulting from
this application..
8,. Remarks; /i^ h^uJ lo^/l ^HZ L cJiy,/uJ J2 i^^fa L ^ .
. -. - : qTTAT.TTV T.TTJ-FITJ ^ TmAnCT, .qiTPPTiT Ofl
Tjoration. .of the State of Utah
By i^resident ,/%. y^\^,/^./^ffrf^i^Tf<
iture of Applicant
- o - o - o - • '
STATE ENGBiEiiRfS ENDOttSEMENT
(Not to be filled in hy applicant)
over counter 1. !7- y/>S-f Application received ^g^ counter ^ 3^^,^^ Engineer's, off ice WZ22i^ ,, j
2. '^-Df!-S9 Application examined '^^hiZ Recornmenda tions; yiii^. Ay//'c>7i»v 7^ °^''/" ^'^ T'^'^'
3. Field examination by . jtecomroendations:
4. y-iS- 3-9 Application g^^gtcd STibject to following conditions; g^,^ /T^/-
-JITNB D.. Cpi)DLE, STATS p3IMi3R. y
Porm 168
WELL IwaPECTIOW REPORT
. Water Right _jSK4fl^3Jiu3i^S.l.,., ..,•..,,•>„ ^^^e ^j.^^..^^
Owner's Name ._ Q^^M^^ L4«iim
Owner's Address
Well location {frora mg^t^S^qgSB^ieits^) Bn, gIflQ fMh. and tf^«<: Ig^n ^.. •Pw»«
thi» ^K CSag. flteffl, Igj giaj, iqw^ flTaWM. County ,^^^1^ fjaV^
New Well _^ Repair Clean ^ Desepen Replace ,f,a^ • .
.Diameter of Caaing jf Z-^ ^^^ ._^^ Used
If "used" casing, vas It inspected before being used? . _. .
Replacemeiit Well
New well is located ^QQ feet efts^aase-weat a.ft«t .£4101 nui Lh ur
-aesAferfrom old well,
Has old well been plugged? ^^^ By whom? ST^fc. Kji^Jj^^M
Date plugged ^-Zf-^rV Method of plugging c./iaye- ^«fVfe><^^x"
•^-.••. T^/i f /vc \/y Vuc/J.. i.s. lof ^rt/ ^^<>^, W^,i7^ .fJ ^9MS
Flowing Well
Type of control: Valve ( t^ ) Cap ( ) Other (
If other than commercial valve or cap, describe the type of control
Ts the control effective? v^^
Jf not, explain why:
Does water leak around casing when control is closed? //^
Tf so, what Is the rate of leakage? .
Was the well In use at time of inspection? _ _
Does the well yield sand? //j. Are there'''^?gns of caving? jy TM;
Non-Flowing Well
Was the well equipped with pump at time of inspection?
Does well pump sand? Are there signs of caving?
Comments;
Nature of Use . . _ - ."""""
Domestic Stock Irrigation Municipal Mining _____ Other
y/ ^ _• If "other' describe use
( Rate of Discharge
Estimated Measured ' Method of Measurement: _^_
(state whether g.p.m. or c.f.s.)
Tag placed on well yVc Tag already on veil ^Tag needs to be
prepared__ j.-..'
Comments:
Inspection made
(Z
'^^- — "^ ° C^'/-/M .^-k (tiAave Blank)
*;<^:o-^/;a,^;5^2SSc^4 Underground Water Claim "" -^p-™
(x•.•; l::biv' :::::::::::::::::::r:z: STATE OF UTHH FHMI^.^^...^);^^
We'll No. .„„..„.....,„..„.,, .,„„._.„.ZI (Separate Claim shall b© filed for each well. t?mnel or drain) ^®'^° By...k«jsfct^feK^ -.^. „.
GENERAL mFORMATION^/ -^---^?^ •^>-^<''c:^^ Rec. «ap^e...^^^^^^
Claim to underground water by right of use.prior to March 22, 1935, is hereby madT^cra^
with th© State Engineer, together with a iiling fee of $2.50. and submitted in accordance with
sections 100-5-12 and 100"»-14, Revised Statutes of Utah, 1933, as amended by Session Laws of 1986.
1. Name of claimant... J'ilSi@i!.JfijiL..^ajftl8S©S - - - - .-
2. Post Office address of claimant...l.lHli^...^ja.^^t.,]%ai0ti»...£yO..%_.4^^
S. Amount of water claimed and used each year for irngation is.J!!l!!!?!?:^.'?.^^.?.'!!.*?!8fec. ft. or g. p. m.
(Strike Harords not n«ed»<l>
from .f?.'»-..#_.!ft...*.-.«!L.«i...«...«„.»..-«..Jw..jaK...sa, tfc..Mu..js-.-«L..»„jBs...«fr..iBii...,«!»_ustt.;.«a...«»..-w,.,..both incl.
(Month) Day (Honth) (X>«y)
. p. m. from-,„.31ftit 4- to....|i«^^...... .m....both incl.
eeded) (Month) (Bay) rEKStfT) (Iw) (Strlk« worAs not needed)
for^5Siwwtoiffttiiiidwiiffllr»i)itnmni«tc, domestic «r .„^ purposes in.....^lljl.?^.„*i^P. county.
(Strike words not needed)
,.,...,3.%%tji^,M,^A. Drainage Area;..._ Artesian Basin
(Ijeave Blank) (Iieave Blank)
4, Water is supplied from flowing well, 4<IMIiik«siu|ifBiiuy84Mlai^^ is diverted at a point.
(Strike words not noeded)
.„h^^-C.../ui£^..-.iC^jr.^.Jfe.&ftC S..I^M:.... „ _„: ..
(Describe by course aud distance or by rectangular co-ordlnatea with reference to all. S. Gov't Survey Corniir)
DETAILS OP OOLLECMNO WORKS:
S. WELL? It is a drilled,il^, iiowing, o^jwHMp^psBF-Temperature of water „..,..........,, _„" F.
(Strike words not needed)
(a) Elev. ground surface at ^^\t^.ZZ.it.^.\ total depth..-...M®„.?-l-..„.; size. M...ywfe..
(Ft. above aea level) (Ft below ground aurfaee)
(b) Hydrostatic head in feet at ground surface if flowing well.
(When first drIUed) (At this date)
(c) Depth from ground surface to upper and lower limits of each water bearing stratum
(If more than one Btratum. jflva each)
(d) Depth of water from ground surface if pump wdl.f!5!»!?.^.„»..J?....«?...i»--r*-.-^--S«^--«--.*^^^
(When first drilled) (A.t thia date)
(e) Well, if iiowing, is controlle(! by ^1Bf^^^miwfl^rl€1ifrNw^»ffl'''«'1"'^ m * tr m w
(Strike worfii'not nettded)
(f) If pump well, give depth from ground surface to water surface before pumping
**-..1?.„?-.-S„.**, ^rffcg^mnplni?.!:??—«.-sft._itt; *i. p o# 6fngfaAe<ftr«ioio]niB....«p...«&..A..jnt.,.9gMg>ump is
(Strlkd worda not needed)
«wedipw)o»l,4uiibin», «»ntrif«g«J, air4lf^o*.-^-*.-^-.?f.fJ ^ad? i!ftafe.!!*„.*...'^ift5W*...*
(Strike words not needed)
(g) Well is ctfifMd, cafled, lfiA#. with....!BilAilC..it)»R..Jtt$ftide diameter }& inches.
(Strike words aot needed) (If only partially oaaed, give details)
(h) If casing is perforated, give depth from ground surface to upper and lower limits of each
set of perforations....
(i) Log of well is;
6, TUNNEL; It is timbered, tiled, piped, open, bulkhead, caved or ._ .
(Strike words not needed)
(a) Dimensions _ ; total length Temperature of water. . .-.• F.
(b) Position of water \^aring stratum or strata with reference to mouth of tunnel .„,
(c) Log of tunnel
7. DRAIN: It la open, covered, tiled or—
(Strllce words not needed)
(a) Size : ; total length of drain above point of diversion-
Characters of sub-soil- - — -—-—
NOT5I—ar. p. m. refers to ffallogif per minute.
(Ower)
•^ISWIlY flP DiffBLOflENff
8. Give date when development work waa firat begun ^?r!!r!Z. . ; when
<=om|ifar......*»??... ; wh«» water WW mx «»d .....if .*«?...?:!?.?.
(Olve naonth asiA year)
9. Maxhnum qisafiititgri of water diverted uimetf^^Bsesms&S^Mt g. p„ m,...?.„._.... Data....
,. •,,..'' ' • ^ ,• ;•...:•;•'' •'•••'•-.... (Str)ke words not needed)
10, Minimum (juaMiiy of water diverted fl(^WSf^^.i!^,^.r.^&t g. p. m..^.....?. 1.... Date.....
(Strike >irord8 ^ot needed)
11, Quantity of water diverted as of this date in
(This refera to last season of use. Qlve date when flow siven waa measured)
USE OF WATER:
g. p. m r......
(Stvlke worde not needed)
m <a»
12. Water is used for irrigation on
!& ^^ «i m
.!!?^..-.^...*^^lfe...'!L..t...T t--
«» a» mt ta 4P <»
m 4» m <» m m on *» .^^
at 49 «» «» «» e» «>i>,4t» <SI» >£» wW <8i^ iSU • ttt tfS
18. Acres of land irrigated first yefii-..!!-^.-„*...; a^res irrigated each year thereafter with dates
r .:^..!?^_!!..^..^..!^„^..^. rvs^ftraSaSd^atf S da^.!:2?^!L!L.^.^"E!^
14. If used for stock watering, give number and kind of stock watered....
16. Water is used f()r Domestic Purposes on Lot....?!!r.., Blk..* „. Plati ,
Survey in....AliJt/...i^..^.i£:...^......; Sec.^.— Tp..,^^......; Rge.^.«K:..g.i^...M,
Number of persons supplied .*® ; acres of gardens, lawns, etc. irrigated.. ,
, (Not Included In paraRTaph 18)
16. If for municipal use give name of city or town —, ; „„
<iQ»'^^^^«(»<g»«»<i9^ «»(^ftPulaLtlpit ftmrvm)
17. If for mining purposes, name mining district.— „. ; name of mine. ;
M tf^ ^ 4Ht> 4tt4SMifr' 031^
kind of ore or mineral miaedaii..«*...«...». .- ..; particular purpose for which water is used
«» na «» «» «» 4» ew o* ^^ oy ' (0, Ob e»C»«» 'i» *» op «» ^H, tffi/ tsi <t» tvm
18. Bench mark on weU having elevation of.t?5Srf.4».,*?^eet above sea level is described as follows
sJr.u<£r..iCft/-r..icyjf?^^sr<!ff^^.<?.4Sf-c ...„..,
19. GENERAL REMLARKS: (Describe Ibelow in detail, the nature and extent of any use not listed,
or give other explanatory information not heretp^e^yered. Use additional sheets if
necessary) .^^ «^z^^^^ ^yitr^ /T/^^'^^y^^. ^ ^^ i&^**-»«>.-^
r 'V,
SS.
STATE OF UTAH,
COUNTY OF ..„...-
DslMI, ..^ ..^
I, „_ '. ...„. .. _ being fbrst duly awom, do
hereby certify that I am the person, ?l1!!?e^.
of -..- . . -.-.. who, of*MlCn, daims a right to the use-
of underground water as set forth in the foregoingstatementof facts; that I have read said fltata
ment and each and all of the items therein contained are true to the best of my knowledge and
belief. ' .^ ^^^
Subscribed and sworn to before me this ' day of.
(SEAL) _
My Commission Expires:
, A. D. 193.
Z^-'^'f
C2^i^^^
OWNER'S NAME AND ADDRESS
^ / ip ^ ^ ^ '•^>€y
LOCATION BY NO ..
-p^/f^ ated at a p^nt x ^
r^^.za^Z2^Jl_^/^^j:
TtrnpcratBte.
Depth to water surface
Drawn down whea ysmipm^
Ekv. %iQmLAM^Z^:%M^.
Descnption of common
sad sea lew! elevation (E
not pumpmg..
ieference /(BM) ^fa^jfc^-.^.^
pressure,
t
**•" Control: valve, cap, plug, aonc _. •.
mg eqiaipment -
Make
C - y/ 33 * Diameter of concrete, iron, steel casing or liaissg.
Date dug or diilled
Depth of well ..Depths to upper and lower limits
water strata from ground surf.
yzi--
Perforations
limits each \
Log {As:pth.
cations *%
(depth
iCt) —-
to top
fjom ground surf,
and bottom of each
to Bpper • and
stratum
lower
and dassifi-
Inspection She«t. /S'...tf'..i?:.3.«i«i^.3 •«. ^?W:r:>a./.
Oopt«<l ,_ ;
REPORT OF WELL BMLLIR
STATE OF UTAH CJslM W«
Oo«s^isiatc Ho. / -/-/
GENERAL STATEMENT; Report of well driller is hereby ta&da and filed witli tha State Engineer, in accordance witb th* laws ol Utah.
(Thia report shall be filed with the State Engineer within 80 daya aft«r the completion or abandonment of the well, ffalluya to fila aueh
reporta conatitutea a miademeanor.) ^ ^ ., ..
(1) WELL OWNER:
Nome CrTiJ.S^././ yZif A.^.v*r/,..<fi,.>2'.
Addreaa _.
(2) LOCATION OF WELL:
Counly .*w?.. .WT Ground Water B«8ln..
(Icbve blank)
North j55afst~
emrrtr' W«st
at Section /^^^^ ...
out words not needed)
T- J... «
I SLBU
W
(•krflie
(3) NATURE OF WORK (check): N.W W«U (SH
Replacement Well Q Deepening: Q Rep&lr D Ab*n4an Q
If abandonment, deacribe in«t«rial and procedure:
(4) NATURE OF USE (check):
Domestic O IndaUrUl ^ Alunioipftl G
Irriflation D Miningt D OUtar D
Sto«k water O
T«t WaU D
(5) TYPE OF CONSTRUCTION (check):
RoUry O »«« O J«««J D
Cfcble Cl^ DriTen D Boif^i D
(6) CASING SCHEDULE: Thr*«d«4 a w«w«d a
'• Diam. ttank iaZL <«at to. fest Gasa,....
" Diam. from., feet tO: fevt GfcK*..———
" Diam. from..- feet to ._ fert Ga«»
New .Q E«^t g Xl8*<i D
(7) PERFORATIONS: Perforated l y« B^ Na D
jyuiu Type of iterforator used
A .-iit^as Sise of perforation* JW _ Incbaa by '. &. -
.. .9^..y perforatlona froBi—^v? 1^ i«fft t«.„ia-A-^3= foa*
/ <5ii_ perforation* from—_jt..^.. X fMt io.—Jo.M^ S(M
^S^iC'. perforatlong trota-^-jhi../...^.- fwt to—!^S..£.-.. . -fett
.y Ji .!jj^.. perforations from..—/-.i!5-..y. test to J..l^^Z.
_ p«rforatlona from— -fee* to
(12) WELL TESTS:
Wag a pump teat madeT Yes
Yield:,. .. / A-^ Kffll./mJn.
Drawdown Is the diitanee In fe»t th« water lavel Is low-
ered below «tatle lavo). ,.
Qi^No n If so, by wbo6at-M.L..3. X-^^iP-Jx. .vSkO.i? S
with J...i3..Cy. f«*t dirawdA^iirs aftfflt- jfe,--<&. koura
Bailor test aal./Ealn.
Artesian flow 3i_fi..,-
iritb.. f«9t drawdown aftar..
r.p.m, Dabs
.iia«ii«
Temperature of water _ _ Wno « ebemieal Anoijraito atculvY No D V«a £-
(13) WELL LOG:
Depth drilled 'ZJS^.lZi..
Diameter of well. .%.. -iacbw
, f*»t. Deptb of computed voll.. ZZX...\S-..d ;.f«at.
NOTE: Place an "X" In tbc epaee or eaihbination of aoaeM n«adad to deslsnate tbo ntsterlftl
or eomliination of materials cncount«r<S(l In oach depth iniarva). Under BKuAAktS malca any
d«alrttb1e notes as to occurrence of water and the color, al&e, aetur«, «to., of matarial en-
countered in each depth tntarvo). Use «dditiona) aheoi if needed.
DEPTH
_D-
ux^
iJU-iZM
;v^L.
%4S-JU8Z
Well acraen Installed? Yea (8) SCREENS:
Uanufaetarer'a Name — .
Type.. —:_ Uodel No — _•-
Diem Slot nlae .. Set from ft. U>
Diam Slot siae Sat from ft. to
No gl,^
(9) CONSTRUCTION:
Was well oravffil paclcedT Yes D Wo EK^lae of KrAv«l;
Gravel placed from - faat to „ f«*t
Wos a surface aeal provided 1 Yaa ©-^ Wo O
To what depthT ^S-^^^fB6^ t««*
Material used ia seal; H£.A.ZL.i3.a.ZZl.M
Did anr Btrata contain unuaabia watert Yi» B}.^ Mo D
Type of water: :-- D*pth .of;-str«.fci„aLS-a::r
U«thod of aoailnc strata off:
yiZX-iJtSL
i>im.
uS^i^ ilA-
IJU-
Was aurfaee caaing used T Y«»
Was It cemented in pluce? Yaa fS-
Mo
No
D
D
(10) WATER LEVELS:
SUtic level . . .
Arteaian pressure
feet below laud surfaca Data..
.iv-.feet Above land anrfaea Date..
LOG RECEIVED: (11) FLOWING WBLLs
Controlled by (eh««k) V&Ive \^^^^
Cap D PluB n Mo 0«Bto«I n
Does well l«ak aroand easleutf Y^ O
5^.X3A£'
vVw"*"*"
V-AiL
"UC
v^
iHL^li^
^
.JLLI A-
tJl
LO%
122
UA
a.iJ
3L^
tfc I c^-
SJ^
•» "e
!to
UC
TAH
72JL
mi
UATSBIAL
O
K
K
A
K
4:
A
A
^
J(
REMARKS
JijLu. r (> u n
Ulup
JZAJU3L
JJ±JL
^'dte.
t> r I) o to
f a u tl
n 9
BXXJULH.
iru e IBIu fi
A r rt u H
JZi c h*f
in£. 4-
r if i^ n
Bio Brf^a ^-j
^£3
— ffl. p..
(14) PUMP:
lIaieiBf»eti>r«r'fl Nasiaa ." ._ - -
Tjrp«! : - - -
D«i>th to pump or hswlta fe^t
W«H Drll&er'ii Stat«w«nt:
This well wa* drilled under my superviaion, And this raport la trud lo
th« b«Bt of my knowkdfre and belief.
Name >Sf . s3 JL^-i?---'S^ .S.Q~OS. \..^
IVs^n. Htm, ant eorporation)
. J^^UX-9./. SJ3....
(SIffniBd)
IB-J Licenos No £-/..
(W«ll DrlUavl
""""fp-^'inT lfl" Vr^'''*''*1lf"-1
uiSE oTHsa sras pom AsmmotiM^ auuiAmsce
^m ^M ^H ^M ^^cti^^^M w IfU^^ I.Jj^M-..._..:^^B. Ra^ml^ n
\. /
yyy.
•
&,)'l'i<-''''
'
_
,
fr
-®-20JL53-/
e
•Q
-
Af>-a&&o-i'd.
aASOSi1
' -
"
''} .
6/
ot "'
,. . -..- . .
i
•e>57t>/
••i>*flac»"j""
01
.is 57-1 O*
^3saso @
*^^rj?^.?.-?il
9'
Oi
o¥oeo-/
r
at
\
\
\
i.
1 •
e^/»/52
03
n
. r
le-i
bi'lSI
io
9S3a-io "
•"•
1 '
•
•••
•
•
Of
V
{Zf
:
7-^0.
ao
ai9^ - 'I-o-.
n. 1
•
i
-
0.
•
[ - a'i
\
i;W77-2H>.
Oi
'1.3/ZJJ39
^^'
Of
Of
• S/3J-/
Of
..Q;»„._
. 03
'.:* :....
. •
-0/443'
•
-
i'4J4if:4Si
'
•
.
'^'^y
* '••
M • ,
'•J.-/tfziii3.ia
• •.. i .
••••• • -ti'
.^ . ft-lz-m-ia •
'•*• ' . ''
i
.....'j.
!
••i'- -
r .V...
•f
- i-
•' i
r ; •
ZZ.... • .• • .i'
Appendix 6
Geologist's Boring Logs
DATE DRILLED: September 16, 2008
LOGGED BY: Rebecca Studenka
REFERENCE ELEVATION: 100.00
DRILL RIG: Geoprobe 6600 DT
TOTAL DEPTH: 15'
DEPTH TO GROUNDWATER: 7.5'
DESCRIPTION AND CLASSIFICATION
Description and Remarks Color Consist.
Soii
Type
"5.
a
03
a.
E
(•
CO
n
Li. •
U)
^ o
m
Q.
Q.
s > o
>
03
S
5
Temporary
Well
Construction
1" l.D.
PVC
ASPHALT •_:
SAND and GRAVEL (Fill)'
SAND - fine-grained, trace clay and silt, moist
CLAY - some organics, trace silt and sand, moist
Saturated
Some gravel
Some organics, trace silt, saturated
Bottom of Boring = 15'
II
Brown
Black
Medium
Dense
Brown Medium
Dense
Gray
Black
Very
Soft
Green Medium
Stiff
GM
SP
CL
1-
.2-
3-
4-
5-
6-
7-
8-
9-
10-
11-
12-
13-
14-
15-
16-
17-
18-
19-
20-
0.0
0.0
0.0
0.0
Bentonite
RIter
Sand
0.010
Slatted
Screen
ENVlROWMENrraLL;
Envirorimenta/ Scifiirice anct.Engineenng
BOREHOLE LOG
Quality Linen
SaltLake City, Utah
PROJECT NO.: 1076-006A WELL WO.; GP-10
DATE DRILLED: September 16, 2008
LOGGED BY: Rebecca Studenka
REFERENCE ELEVATION: 99.66
DRILL RIG: Geoprobe 6600 DT
TOTAL DEPTH: 15'
DEPTH TO GROUNDWATER: T
DESCRIPTION AND CLASSIFICATION
Description and Remarks Coior Consist.
Soil
Type
03 <o U.
"Q.
Q
Q.
E
m
Cfl
o
u.
CO
•5
o
CD
CL
0.
k
.1
03 >
03
.22
I
I
Temporary
Well
Construction
1" l.D.
PVC
.ASPHALT
"GRAVEL, SAND'and CLAY - moist"(Fill)'
Some sand, silt, and organics, moist
Some organics, gravel, and silt
Saturated
Some silt and organics, saturated
Bottom of Boring = 15'
Brown
Black
Brown
Medium
Dense
Soft
GW
Green
Black
Very soft
to
Medium
Stiff
Green Medium
Stiff
1-
2-
3-
4-
' 5-
6-
7-
8-
9-
10-
11-
12-
13-
14-
15-
16-
17-
18-
19-
20-
0.0
0.0
0.0
0.0
Bentonite
RIter
Sand
0.010
Slotted
Screen
.;•• •ElSlWlRONME'fivTAii..'
Ehvii'dnmental Science and Engineering
BOREHOLE LOG
Quality Linen
SaltLakeCity, Utali
PROJECT NO.: 1076-006A WELi. WO.; GP-11
DATE DRILLED: December 2, 2008
LOGGED BY: Rebecca Studenka
REFERENCE ELEVATION: 99.86{s); 99.84(d)
DRILL RIG: Geoprobe 7730DT
TOTAL DEPTH: 29"
DEPTH TO GROUNDWATER: T
DESCRIPTION AND CLASSIFICATION
Description and Remarks Color Consist.
Soil
Type
03
03
U.
Q..
03 Q
Q.
E
(0
CO
o o
LL.
3
OQ
Q.
Q.
>
o
03 >
03
_0B
5
Well
Construction
1" l.D.
PVC
ASPHALT
GRAVEL, SANo'aTicI CLAY~- moist (Fill) Brown
Black
Medium
Dense
GW
CLAY - some sand, silt, and organics, moist Brown CL
Some organics, gravel, and silt Green
Black
Very soft
to
Medium
Stiff
Saturated
I
Some silt and organics, saturated
SAND - fine to medium-grained, some silt, saturated'
CLAY - some silt and organics, saturated
Green
Gry^Grn
Gray-
Green
Medium
Stiff
Med_Dens«
Soft
_SP_
CL
1-
2-
3
4-
5
6-
7-
3-
9-
10-
11-
12-
13-
14-
15
16-
17-
18
19-
20-
0.0
0.0
0.0
0.0
Bentonite
Envirdnmental Scienee arid:Engirieerihg'
BOREHOLE LOG
Quality Linen
SaltLakeCity, Utah
PROJECT NO.: 1C76-006A WELL NO.: GP-11/MW-6
DATE DRILLED: December 2, 2008
LOGGED BY: Rebecca Studenka
REFERENCE ELEVATION: 99.86(s); 99.84(d)
DRILL RIG: Geoprobe 7730DT
TOTAL DEPTH: 29'
DEPTH TO GROUNDWATER: T
DESCRIPTION AND CLASSIFICATION
Description and Remarks Color Consist.
Soil
Type
03
03
U.
Q.
03
Q
.3?
Q.
CD
CO
o o u. "S 3 _g
m
Q.
>
O
03 >
03
"3
Well
Construction
n.D.
PVC
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
No logging after 20'
Bottom of Boring = 29'
21-
22-
23-
24
25-
26-
27
28
29
SC-
SI
32-
33-
34-
35
36
37
38-
39-
40-
Rller
Screen
0.010
Slotteo
Screen
Environmerital Sc:iencs andiEngineering.
BOREHOLE LOG
Quality. Linen
Salt Lake City, Utah
PROJECTNO.: 1076-QQ6A WELL NO.: GP-11/MW-6
DATE DRILLED: September 16, 2008
LOGGED BY: Rebecca Studenka
REFERENCE ELEVATION: 100.04
DRILL RIG: Geoprobe 6600 DT
TOTAL DEPTH: 50'
DEPTH TO GROUNDWATER: 7"
DESCRIPTION AND CLASSIFICATION
Description and Remarks Color Consist.
Soil
Type
03
03
U-
CL
03 Q
j3
Q.
CO
CO
o o u.
Is
_o
CL
0.
>
.o-
03 >
03
*2
Temporary
Well
Construction
1" l.D.
PVC
^SPHALT _ .___
"SAND and~GRAVEL - moist, (Fiii)
Brown Medium
Dense
SAND - fine to medium-grained, moist
CLAY - some sand and organics, trace grave!, moist
Brown Medium
Dense
Green
Black
Very
Soft
Saturated
Some silt and organics, saturated
Some silt and gravel, saturated
Some silt and organics, saturated
Some sand, saturated
Gray
Green
Gray
Green
Brown
Gray Blc4
Medium
Stiff
Soft
Medium
Dense
Very
Soft
Medium
Stiff
Very
Soft
GM
SP
'cC"
1-
2-
3-
4-
5-
6-
7-
8-
9-
10-
11-
12-
13-
14-
15-
16-
17-
18-
19-
20-
21-
22-
23-
24-
25-
26-
0.0
0.0
0.0
0.0
Bentonite
0.010
Slotted
Screen
Filter
Sand
EiM^RONMEN^TAt
Environmental Science and Engineering:
BOREHOLE LOG
Quality Linen
SaltLakeCity, Utah
PROJECTNO.: 1076-006A WELL NO.: GP-^2
DATE DRILLED: September 16, 2008
LOGGED BY: Rebecca Studenka
REFERENCE ELEVATION: 100.04
DRILL RIG: Geoprobe 6600 DT
TOTAL DEPTH: 50'
DEPTH TO GROUNDWATER: T
DESCRIPTION AND CLASSIFICATION
Description and Remarics
'
Some gravel
Trace sand, siit, and gravel
SAND - fine-grained, trace silt and clay, saturated
CLAY - some siit and sand, saturated
SAND - medium to fine-grained, some clay and silt
saturated
CLAY - some silt, saturated
Color
Gray
Gray
Gray
Gray
Gray
Gray
Black
Gray
Green
:: ^^t^ifASffl^GHJ z
.••-'^l^-.•...;.; .-; ••.•ENWJ:RONMEN?T^.L.:;:?
ihvironmemal Science Olid Engineering •
_ • • __ ; — • • •
Consist.
Very
Soft
Medium
Dense
Very
Soft
Medium
Dense
L _
Very
Soft
Soil
Type
SP
CL
SP
CL
03
03
U-
03
Q
27-
28-
29-
30-
31-
32-
33-
34-
35-
36-
37-
38-
39-
40-
41-
42-
43-
44-
45-
46-
47-
48-
49-
50-
51-
52-
03
D.
£
CD
CO
"o o
-1
o
GQ
a.
/
/
03
_l
1
Temporary.
Well
Construction
1" l.D.
PVC
Slotted' ' ^W
Screen, : gra
: il
' - 1
'; m ; g
RIter . ".
Sand : •
0.010 •} •
Slotted •
Screen: J
• ;
BOREHOLE LOG
PROJE CT NO.: 10 76-006A
Quality Linen
Salt Lake aty, Utah
WFI1 NO.. GP-12
DATE DRILLED: December 1,2008
LOGGED BY: Rebecca Studenka
REFERENCE ELEVATION: 100.27
DRILL RIG: Geoprobe 7730DT
TOTAL DEPTH: 65'
DEPTH TO GROUNDWATER:
DESCRIPTION AND CLASSIFICATION
Description and Remarks Color ConsisL
Soil
Type
03
03
JZ ,.—*
a.
03
Q
a.
• E
CD
to
n
u.
CO
•S
o
tn
Q.
Q.
^ > u
03 >
03
tn
Well
Construction
1" l.D.
PVC
^SPHALT _.__
^AND and GRAVEL - moist, (Fill)
SAND - fine to medium-grained, moist
Clj^Y - some sand and organics, trace gravel, moist
Brown
Brown
Medium
Dense
Green
Black
Medium
Very
Soft
Saturated
Some silt and organics, saturated
Some silt and gravel, saturated
Some silt and organic^, saturated
Some sand, saturated
Gray
Green
Brown
Gray Bid
Medium
Stiff
Soft
Medium
Dense
Very
Soft
Medium
Stiff
Very
Soft
GM
SP
'CL"
1-
2
3-
4-
5-
6-
7-
8-
9-
10-
11-
12-
13-
14-
15-
16-
17
18
19-
20-
21-
22
23-
24-
25-
26
Bentonrte
; E^JVTROMtAENTySiU;
Environmental Science and Engineering.
BOREHOLE LOG
Quality Linen
Salt Lake aty, Utah
PROJECT NO.: 1076-0G6A WELL NO.: GP-12/MW-1
DATE DRILLED: December 1,2008
LOGGED BY: Rebecca Studenka
REFERENCE ELEVATION: 100.27
DRILL RIG: Geoprobe 7730DT
TOTAL DEPTH: 65'
DEPTH TO GROUNDWATER: T
DESCRIPTION AND CLASSIFICATION
Description and Remarks Color Consist.
Soil
Type
03
03
'Q.
03
Q
j3
CL
03
CO
o o u. lo 5 o,
CQ
Q.
>
o
03 >
03
.2
"CD
Well
Construction
n.D.
PVC
Some gravel Gray
Trace sand, silt, and gravel Very
Soft
SAND - fine-grained, trace silt and clay, saturated
CLAY - some silt and sand, saturated
Gray Medium
Dense
Gray Very
Soft
SAND - medium to fine-grained, some ciay and silt,
saturated
Gray Medium
Dense
CLAY - some silt, saturated Gray
Black
Gray
Green
Very
Soft
No logging after 50'
SP
"CL'
SP
CL
27-
28-
29-
30-
31-
32-
33-
34-
35-
36-
37-
38-
39-
40-
41-
42-
43-
44-
45-
46-
47-
48-
49-
50-
51-
52-
••:•.•.:.•••.., ••.: Ei^yiRpNMENivki;:'-
Eiivir.onmental Science and. Engineering
BOREHOLE LOG
Quality Linen
SaltLake City, Utah
PROJECTNO.: 1076-006A WELL NO.: GP-12/MW-1
DATE DRILLED: December 1,2008
LOGGED BY: Rebecca Studenka
REFERENCE ELEVATION: 100.27
DRILL RIG: Geoprobe 7730DT
TOTAL DEPTH: 65'
DEPTH TO GROUNDWATER: T
DESCRIPTION AND CLASSIFICATION
Description and Remarks Color Consist.
Soii
Type
03
03
U-
JC
a.
03
Q
Q.
E
CD
CO
o o u. lo
_o
CQ
CL
DL
>
o
03 >
03
Weii
Construction
1" r.D.
PVC
I
Bottom of Boring = 65'
53-
54-
55-
56
57-
58-
59
60-
61-
62-
63-
64-
65
66-|
67
68H
69
70-
71-
72-
73-
74-
75-
76-
77-
78-
Rlter
Sand
0.010
Slotted-
Screen
EM^flRO N MENTAi.;
Ehvironrnenral Science and:Engineering
BOREHOLE LOG
Quality Unen
Salt Lake City, Utah
PROJECT NO.: 1076.006A WELL NO.: GP-12/MW-1
DATE DRILLED: September 16, 2008
LOGGED BY: Rebecca Studenka
REFERENCE ELEVATION:
DRILL RIG: Geoprobe 6600 DT
TOTAL DEPTH: 15'
DEPTH TO GROUNDWATER: 6.5'
DESCRIPTION AND CLASSIFICATION
Description and Remarks Color Consist.
Soil
Type
03
03
U.
a.
03
Q
a.
CD
CO
o
o
u.
"co
5
_o
ca
a.
Q.
>
o
03 >
03
j3
15
Temporary
Well
Construction
1"I.D.
PVC
ASPHALT
SAND and GRAVEL - moist (Fill)
CLAY - some sand and organics, moist
Saturated
Some silt and organics, saturated
SAND - fine to medium-grained, some silt, saturated
CLAY - some silt and organics, saturated
Bottom of Boring = 15'
Brown Medium
Dense
Brown Medium
Stiff
Soft-
Gray
Green
Medium
Stiff
Gray
Green
Medium
Dense
Gray
Green
Medium
SUff
GM
CL
SP
CL
1-
2-
3-
4-
5-
6-
7-
8-
9-
10-
11-
12-
13-
14-
15-
16-
17-
18-
19-
20-
0.0
0.0
0.0
Q.O
Bentonite
RIter
Sand
0.010
Slotted-
Screen
•;•._;:• EN^lRONMEKiiTAL-.
Ehvirnnmerital Science and Engineering
BOREHOLE LOG
QuaHty Linen
Salt Lake City, Utah
PROJECTNO.: 1076-006A IVEO. WO.; GP-13
DATE DRILLED: December 2, 2008
LOGGED BY: Rebecca Studenka
REFERENCE ELEVATION: 100.30
DRILL RIG: Geoprobe 7730DT
TOTAL DEPTH: 20'
DEPTH TO GROUNDWATER: 6.5'
DESCRIPTION AND CLASSIFICATION
Description and Remarks Coior Consist.
Soii
Type
03
03
Q.
03
Q
_5
a.
E
CD
CO
o
o
u.
Is
?
CD
Q.
Q.
>
O
03 >
03
.22
"CD
Well
Construction
1" l.D.
PVC
ASPHALT
SAND and GRA'i/EL - moist (Hlf)" Brown Medium
Dense
GM
CLAY - some sand and organics, moist Brown Medium
Stiff
CL
Saturated
Some silt and organics, saturated
SAND - fine to medium-grained, some silt, saturated
CLAY - some silt and organics, saturated
SAND - fine-grained, some silt saturated
CLAY - some silt, trace organics
Bottom of Boring = 20'
Gray
Green
Gray
Green
Gray
Green
_Gray_
Gray
Green
Brown
Soft
Medium
Stiff
Medium
Dense
Medium
Stiff
SP
CL'
Med Dens( SP
Soft-
Medium
Stiff
CL
1
2
3
4'
5'
6-
7
8-
9-
10-
11-
12-
13-
14-
15-
16-
17-
18-
19-
20-1
0.0
0.0
0.0
0.0
Bentonite
RIter
Sand
0.010
Slotted-
Screen
ENWTRQNWtNrrftlt
Environmental Science and:£hgineering
BOREHOLE LOG
Quality Unen
SaltLakeCity, Utah
PROJECTNO.: 1076-006A WELL NO.: GP-13/MW-5
DATE DRILLED: September 16, 2008
LOGGED BY: Rebecca Studenka
REFERENCE ELEVATION:
DRILL RIG: Geoprobe 6600 DT
TOTAL DEPTH: 15'
DEPTH TO GROUNDWATER: 6.5'
DESCRIPTION AND CLASSIFICATION
Description and Remarics Color Consist.
Soil.
Type
03
03
U.
Q.
03
Q
_a3
Q.
E
CD
CO
o o u.
_o
GQ
0.
Q.
>
-.O
03 >
03
"cS
Temporary
Well
Construction
r'l.D.
PVC
TOPSOIL __ ^__
SAND - some clay, trace silt and gravel, moist Brawn Medium
.Dense
CLAY - some silt and organics, moist Brown
Saturated
Some silt and organic^s, saturated
Gray
Black
Gray
Green
Medium
Stiff
Soft
Very
Soft
Medium
SHff
SAND - fine to medium-grained, some silt saturated Gray
Green
Medium
Dense
CLAY - some silt and organics, saturiated Gray
Green
Medium
Stiff
Bottom of Boring = 15'
SP
CL
SP
CL
H
2-
3-
4-
5-
6-
7-
8-
9-
10-
11-
12-
13-
14-
15-
16-
17-
18-
19-
20-
0.0
0.0
0.0
0.0
Bentonite
niter
Sand
0.010
Slotted-
Screen
!C
Environmental Science and Engiheeringi.
BOREHOLE LOG
Quality Linen
SaltLake City, Utah
PROJECTNO.: 1076-006A WELL NO.: GP-14
DATE DRILLED: December 1,2008
LOGGED BY: Rebecca Studenka
REFERENCE ELEVATION: —
DRILL RIG: Geoprobe 7730DT
TOTAL DEPTH: 30'
DEPTH TO GROUNDWATER: 6.5'
DESCRIPTION AND CLASSIFICATION
Description and Remari<s Color Consist
Soil
Type
03
03
U^
JZ ...^
a.
03
a
_a3
Ci
as
CO
o o u.
5 o
OQ
,£
Q.
Q.
^ > o
03 >
03
"cS
Teniporary
Well
Construction
1"1.D.
PVC
, TOPSOjL ;
SAND - some clay, trace silt and gravel, moist Brown Medium
Dense
CLAY - some silt and organics, moist Brown
Saturated
Some silt and organics, saturated
SAND - fine to medium-grained, some silt saturated
CLAY - some silt and organics, saturated
SAND - fine-grained, some clay, saturated
CLAY - some sand and silt
Gray
Black
Gray
Green
Gray
Green
Gray
Green
Gray
Gray
Green
Medium
Stiff
Soft
Very
Soft
Medium
Stiff
Medium
Dense
Medium
Stiff
Medium
Dense
Medium
Stiff
SP
CL
SP
CL
SP
CL
2-
3-
4-
5-
6-
7-
8-
9-
10-
11-
12-
13-i
14-
15-
16-
17-
18-
19-
20-
0.0
0.0
0.0
0.0
Bentonite
ENWlRONMENTAi^t.
Environmental Science and Engineering;
BOREHOLE LOG
Quality Linen
Salt Lake City, Utah
PROJECT NO.: 1076-006A WELL WO.; GP-14
DATE DRILLED: December 1,2008
LOGGED BY: ' Rebecca Studenka
REFERENCE ELEVATION:
DRILL RIG: Geoprobe 7730DT
TOTAL DEPTH: 30'
DEPTH TO GROUNDWATER: 6.5'
DESCRIPTION AND CLASSIFICATION
Description and Remarks Color Consist.
Soii
Type
03
03
U.
CL
03
Q
_a3
n.
E
CD
CO
o
u.
X
•?
o
QQ
Q.
CL
> > •o
03 >
03
15
Temporary
Well
Construction
1" l.D.
PVC
No logging after 20' Soft
Bottom of Boring = 30'
21-
22-
23-
24-
25-
26-
27-
28-
29-
30-
31-
32-
33-
34-
35-
36-
37-
38-
39-
40-
Rlter
Sand
0.010
Slotted
Screen
ENVIRONMENlTAt
Enviironmental Science and EngOieeririg::-
BOREHOLE LOG
Quality Unen
SaltLakeCity, Utah
PROJECT NO.: 1076-006A WELL NO.: GP-14
DATE DRILLED: September 16, 2008
LOGGED BY: Rebecca Studenka
REFERENCE ELEVATION:
DRILL RIG: Geoprobe 6600 DT
TOTAL DEPTH: 15'
DEPTH TO GROUNDWATER: T
DESCRIPTION AND CLASSIFICATION
Description and Remarks Coior, ConsisL
Soii
Type
03
03
U.
a.
03
Q
_a3
£3.
E
CD
CO
o o
3
CQ
CL
Q.
>
O
03 >
03
2. 15
Temporary
Well
Construction
1" l.D.
PVC
ASPHALT
SAtviD and GJ^^VVEL ~mois7(F!li)' Brawn Medium
Dense
SAND - fine-grained, little silt and organics, moist Brown Medium
Dense
CLAY - some organics and silt trace gravel, moist Gray
Black
Saturated
Medium
Stiff
Very
Soft
Some silt and organics, trace sand, saturated
Bottom of Boring = 15'
Gray
Green
Medium
Stiff
GM
SP
CL
1
2
3
4
5
6
7-
8-
9-
10-
11-
12-
13-
14-
15-
16-
17-
18-
19-
20
0.0
0.0
0.0
0.0
Bentonite
RIter
Sand
0.010
Slotted
Sca-een
ENVlROMMENrFAL
Environmental Science and.Engineering,
BOREHOLE LOG
Quality Unen
SaltLakeCity, Utah
PROJECT NO.: 1076-006A WELLNO.:GP-^5
DATE DRILLED: December 3, 2008
LOGGED BY: Rebecca Studenka
REFERENCE ELEVATION:
DRILL RIG: Geoprobe 7730DT
TOTAL DEPTH: 30'
DEPTH TO GROUNDWATER: 7'
DESCRIPTION AND CLASSIFICATION
Description and Remarks Color Consist.
Soil
Type
03
03
U_
"S.
03
Q
J3
CL
£
CD
CO
o
u.
CO
^ o
CQ
a Q.
S s
03 >
03
2 15
Temporary
Well
Construction
1" l.D.
PVC
ASPHALT
SAND'and'CRAVEL - moisT (FWlZ Brown Medium
Dense
SAND - fine-grained, little silt and organics, moist Brown Medium
Dense
CLAY - some organics and silt, trace gravel, moist Gray
Black
Saturated
Medium
Stiff
Very
Soft
Some silt and organics, trace sand, saturated Gray
Green
Medium
Stiff
3" sand lens
GM
SP
CL
2-
3-
4-
5-
6-
7-
8-
9-
10-
11-
12-
13-
14-
15-
16-
17-
18-
19-
20-
0.0
0.0
0.0
Q.O
Bentoniteonite
. ;EN:yi.RONMEMTA.li.
Environmental Science and Engineering-
BOREHOLE LOG
Quality Unen
Salt Uke City, Utah
PROJECTNO.: 1076-006A IVELL WO.; GP-15
DATE DRILLED: December 3, 2008
LOGGED BY: Rebecca Studenka
REFERENCE ELEVATION:
DRILL RIG: Geoprobe 7730DT
TOTAL DEPTH: 30'
DEPTH TO GROUNDWATER: 7'
DESCRIPTION AND CLASSIFICATION
Description and Remarks Color Consist.
Soil
Type
03
03
£2.
CB Q
_a3
Q.
E
CO
CO
o
11.
CO
^ o
CQ
Q.
CL
>. > u
03 >
03
J3
"S
Temporary
Well
Construction
1" l.D.
PVC
No logging after 20'
Bottom of Boring = 30'
I
I
21-
22
23
24
25-1
26
27
28-
29-
30-
31-
32
33-1
34
35-
36-
37-
38-
39-
40-
Rlter
Sand
0.010
Slotted
Screen
EN VIRON M E NtA l-
Enyironmental Science and. Engineering.
BOREHOLE LOG
Quality Unen
Salt Lake City, Utah
PROJECTNO.: 1076-006A WELL WO.; GP-15
I
I
DATE DRILLED: September 16, 2008
LOGGED BY: Rebecca Studenka
REFERENCE ELEVATION:
DRILL RIG: Geoprobe 6600 DT
TOTAL DEPTH: 15'
DEPTH TO GROUNDWATER: 8'
DESCRIPTION AND CLASSIFICATION
Description and Remarks Color Consist.
Soil
Type
03
03
CL
03
Q
_a3
a. £
01
CO
o o u.
lo
5
_o
m
Q.
a.
>
O"
03 >
03
._a3
15
Temporary
Well
Construction
n.D.
PVC
ASPHALT
GRAVEL and SAND - moist (Fill)
CLAY - some silt and organics, moist
Some gravel, silt sand, and organics, saturated
Some silt and organics, trace sand
Bottom of Boring = 15'
Brown Medium
Dense
GM
Brown
Gray
Medium
Stiff
CL
Gray
Black
Black Soft
Gray
Green
Medium
SUff
1-
2-
3-
4-
5-
6-
7-
8-
9-
10-
11-
12-
13-
14-
15-
16-
17-
18-
19-
20-
Bentonite
0.0
0.0
0.0
0.0
RIter
Sand
0.010
Slotted
Screen
£ N VI RO N MENTAL:
^-1 Environmental Science and Engineering;
BOREHOLE LOG
Quality Unen
Salt Lake City, Utah
PROJECTNO.: 1076-006A WELL NO.: GP-16
DATE DRILLED: September 17, 2008
LOGGED BY: Rebecca Studenka
REFERENCE ELEVATION:
DRILL RIG: Geoprobe 6600 DT
TOTAL DEPTH: 20"
DEPTH TO GROUNDWATER: 8'
DESCRIPTION AND CLASSIFICATION
Description and Remarks Color Consist
Soii
Type
03
03
U-
a.
03
Q
Q.
£
CD
CO
o o u.
I
CQ
CL
>
o
03 >
03
Temporary
Well
Construction
1" l.D.
PVC
CONCRETE
^Al^b and GRAVEL - trace clay, moistTFilT)"
CLAY - some silt and organics, moist
Saturated
Some organics and silt saturated
Bottom of Boring = 20'
Brown Medium
Dense
Gray
Black
Medium
Dense
Very
Soft
Gray
Green
Medium
SUff
GM
CL
1-
2-
3-
4-
5-
6
7-
8-
9-
10-
11-
12-
13-
14-
15-
16-
17-
18-
19-
20-
21-
Bentonite
0.0
0.0
Q.O
0.0
RIter
Sand
0.010
Slatted
Screen
ENVmQtrtMENTWL. •
Environmental Sciencs'and:Engineering
BOREHOL£ LOG
Quality Linen
SaltLakeCity, Utah
PROJECTNO.: 1076-006A WEU NO.: GP-17
DATE DRILLED: September 17, 2008
LOGGED BY: Rebecca Studenka
REFERENCE ELEVATION:
DRILL RIG: Geoprobe 6600 DT
TOTAL DEPTH: 15'
DEPTH TO GROUNDWATER:
DESCRIPTION AND CLASSIFICATION
Description and Remarks Coior Consist.
Soil
Type
03
03
U_
a.
03
Q
_03
a.
E
CD
CO
o U.
CO
^ o GQ
0.
a.
>. > o
03 >
03
03
CO
Temporary
Well
Construction
r'l.D.
PVC
CqNC_RETE _
GRAVEI- riTo7st [Fill)" Brown
SILT - some clay, moist
CLAY - some silt and organics, moist
Some silt and organics, trace gravel, saturated
Some silt and organics
Some gravel
Bottom of Boring = 15'
Medium
Dense
GM
Reddish
Brown
Medium
Dense
ML
Brown
Gray
Black
Gray
Black
Soft
Very
Soft
CL
Gray
Green
Medium
Stiff
Very
Soft
1
2
3
4
5'
6-
7-
8-
9-
10-
11-
12-
13-
14-
15-
16H
17
18
19
20-1
0.0
0.0
0.0
Bentonite
Filter
Sand
0.010
Slatted
Screen
! •!
BOREHOLE LOG
E3MV1ROWM ENrrAL
Environmental Science and:Engineering •.
Quality Unen
SaltLakeCity, Utah
PROJECT NO.: 1076-006A
l>
WEti WO.; GP-18
DATE DRILLED: September 17, 2008
LOGGED BY: Rebecca Studenka
REFERENCE ELEVATION:
DRILL RIG: Geoprobe. 6600 DT
TOTAL DEPTH: 15'
DEPTH TO GROUNDWATER: 5'
DESCRIPTION AND CLASSIFICATION
Description and Remarks Color Consist.
Soii
Type
03
03
U.
03
Q
_03
Q.
E
CD
CO
A Ll.
^ o CD
Q.
Q.
> > o
03 >
03
15
Temporary
Well .
Constnjction
1" l.D.
PVC
CONCRETE
GRAVEL- moist (Fill)
SILT - some clay, moist
CLAY - some silt and organic:s, moist
Some silt and organics, trace gravel, saturated
Some siit and organics
Some gravel
Bottom of Boring = 15'
Brown Medium
Dense
Reddisti
Brown
Medium
Dense
Brown
Gray
Black
Gray
Black
Soft
Very
Soft
Medium
SUff
Very
Soft
Gray
Green
GM
ML
CL
1-
2
3-
4-
5
6-
7-
8
3-\
10
11-
12-
13-
14
15-|
16
17
18-
19-
20-
0.0
0.0
0.0
Bentonite
RIter
Sand
0.010
Slotted
Screen
ENVIRO NME NrFAL
Environmental Science and:Engirieering-. -.
BOREHOLE LOG
Quality Unen
Salt Lake City, Utah
PROJECTNO.: 1076-006A WELL WO.; GP-18
DATE DRILLED: September 17, 2008
LOGGED BY: Rebecca Studenka
REFERENCE ELEVATION:
DRILL RIG: Geoprobe 6600 DT
TOTAL DEPTH: 20"
DEPTH TO GROUNDWATER: 8'
DESCRIPTION AND CLASSIFICATION
Description and Remarks Color ConsisL
Soii
Type
03
03
"Q.
03
Q
a.
E
CD
CO
o o
LL 1o 5
_o
CQ
Q-
Q.
>
o
03 >
03
15
Temporary
Well
Construction
1"I.D.
PVC
CON_C_RETE
CLAY andlfRAVEL moist (Fill)
CLAY - some silt and organics, moist
3" sand lens
Saturated
Trace gravel
SILT - trace clay and organics, saturated
CLAY - some silt trace organics, saturated
3" sand lens
Bottom of Boring = 20'
Brown Medium
SUff
CL
Brown Medium
SUff
CL
Gray
Black
Soft to
Medium
Stiff
Gray
Green
Gray
Green
Soft
Medium
SUff
.Q.iy .PIT M.^.. QSISJ
Medium
Stifle
_ML_
CL
1
2
3
4
5-
6
7-
8-
9-
10-
11-
12-
13-
14-
15-
16-
17-
18-
19-
20-
21-
Bentonite
0.0
1.0
1.0
RIter
Sand
0.010
Slotted
Screen
,--11 t^'^' Filte-i .,
Sanfe ;
O.OIu-
Slotted
Screen
I
EN-VIRONMEJOITAL
Environmental Science arid Engineering
BOREHOLE LOG
Quality Linen
Salt Lake City, Utah
PROJECTNO.: 1076-006A WELL WO.; GP-20
DATE DRILLED: September 17, 2008
LOGGED BY: Rebecca Studenka
REFERENCE ELEVATION:
DRILL RIG: Geoprobe 6600 DT
TOTAL DEPTH: 20'
DEPTH TO GROUNDWATER: 8'
DESCRIPTION AND CLASSIFICATION
Description and Remarks Coior ConsisL
Soil
Type
03
03
U.
.£
"5.
03
Q
_a3
Q.
CD
CO
o
O
LL 1o
g
_o
CO
Q-
,S
03 >
03
£
"OT
Temporary
Well
Construction
1" l.D.
PVC
CO_N_CRETE
CLAY - some silt and gravel, moist (Fill)
CLAY - some silt and organics, moist
Some gravel and organics
Saturated
Some silt, little sand and organics, saturated
3" sand lens
Bottom of Boring = 20'
Brown Soft
Brown
Gray
Medium
Stiff
Soft
Very
Soft
Medium
SHff
Gray
Green
CL
CL
1-
2-
3-
4-
5-
6-
7-
8-
9-
10-
11-
12-
13-
14-
15-
16-
17-
18-
19-
20-
21-
Bentonlte
0.0
10.0
RIter
Sand
0.010
Slotted
Screen
i
Slotted
ScE^n
Environmental Science'and. Erigineeririg
BOREHOLE LOG
Quality Unen
Salt Lake City, Utah
PROJECTNO.: 1076-006A WELL NO.: GP-21
DATE DRILLED: December 3, 2008
LOGGED BY: Rebecca Studenka
REFERENCE ELEVATION: 100.49(s); 100.4(d)
DRILL RIG: Geoprobe 7730DT
TOTAL DEPTH: 40'
DEPTH TO GROUNDWATER: T
DESCRIPTION AND CLASSIFICATION
Description and Remarks Color ConsisL
Soil
Type
03
03
LL
"Q.
03
Q
£
a.
£
CD
CO
o
LL
5 O
CQ
Q.
D.
> > a
03 >
03
£ 15
Well
Construction
1" l.D.
PVC
CONCRETE
CLAY - some silt and gravel, moist (Fiil)
CLAY - some siit and organics, moist
Some gravel and organics
Saturated.
Some silt little sand and organics, saturated
3" sand lens
Brown Soft
Brown
Gray
Medium
SHff
Gray
Green
Soft
Very
Soft
Medium
SHff
CL
CL
1-
2-
3-
4-
5-
6-
7-
8-
9-
10-
11-
12-
13-
14-
15-
16-
17-
18-
19-
20-]
Bentonite
Tfl
ENVIRONMENTAL
Environmental Sclerrce and Engineering
BOREHOLE LOG
Quality Unen
-SaltLakeCity, Utah
PROJECT NO.: 1076-0Q6A WELL NO.: GP-21/MW-3
DATE DRILLED: December 3, 2008
LOGGED BY: Rebecca Studenka
REFERENCE ELEVATION: 100.49(3); 100.4(d)
DRILL RIG: Geoprobe 7730DT
TOTAL DEPTH: 40'
DEPTH TO GROUNDWATER: 7'
DESCRIPTION AND CLASSIFICATION
Description and Remarks Color Consist.
Soil
Type
03
03
SZ
"Q.
03
Q
£
Q.
£
CD
CO
o o
LL
lo
g
_o
GQ
5
Q.
5 > ..O
03 >
03
£ 15
Well
Construction
1" l.D.
PVC
No logging after 20"
Bottom of Boring = 40'
21-
22-
23
24
25-
26
27-
28-
29-
30-
31
32-
33-
34
35
36
37-1
38
39H
40
Flter
Sand
0.010
Slotted-t,SC
Screen
RIter
Sand
0.010
Slotted
Screen
Environmental .Science and:Engineering, •
BOREHOLE LOG
Quality Linen
Salt Lake City, Utah
PROJECT NO.: 1076-006A WELL NO.: GP-21/MW-3
DATE DRILLED: September 18, 2008
LOGGED BY: Rebecca Studenka
REFERENCE ELEVATION:
DRILL RIG: Geoprobe 6600 DT
TOTAL DEPTH: 15"
DEPTH TO GROUNDWATER: T
DESCRIPTION AND CLASSIFICATION
Description and Remarks Color ConsisL
Soii
Type
03
03
U^
•Q.
03
D
_03
Q.
CD
CO
CO
CQ
Q.
CL
>
.O
03 >
03
£ 15
Temporary
Well
Construction
1" l.D.
PVC
^0_N_CRETE_
SAi^icTand GRAVEL - moist (Fill)
SAND - fine-grained, some silt moist
CLAY - some silt sand, and organics, moist
Saturated
Some silt and organics, saturated
Bottom of Boring = 15'
Brown Medium
Dense
Brown Medium
Dense
Gray
Brown
Gray
Medium
SUff
Very
Soft
Tan
Green
Gray
Green
Medium
Stiff
GM
SP
CL
1-
2-
3-
4-
5-
6-
7-
3-
9-
10-
11-
12-
13-
14-
15-
16-
17-
18-
19-
20-
0.0
0.0
0.0
Bentonite
RIter
Sand
0.010
Slatted
Screen
BOREHOLE LOG
ENVIRONMENTAL
Environmental: Science and: Engineering
Quality Unen
SaltLakeCity, Utah
PROJECTNO.: 1076-006A ' WELL NO.: GP-22
DATE DRILLED: December 2, 2008
LOGGED BY: Rebecca Studenka
REFERENCE ELEVATION:
DRILL RIG: Geoprobe 7730DT
TOTAL DEPTH: 20'
DEPTH TO GROUNDWATER: 7'
DESCRIPTION AND CLASSIFICATION
Description and Remarks Color ConsisL
Soil
Type
03
03
a.
03
Q
£
a.
CD
CO
o
o y. In
CQ
CL
Q.
>
o
03 .>
03
Temporary
Well
Construction
r'l.D.
PVC
CON_CRETE_
^AivlD and~GRAVEL- moist "(Fill)
SAND - fine-grained, some silt moist
CLAY - some silt, sand, and organics, moist
Saturated
Some silt and organics, saturated
SILT - some organics, saturated
SAND - fine-grained, some silt, saturated
CLAY - some silt
Bottom of Boring = 20'
Brown Medium
Dense
Brown Medium
Dense
Gray
Brown
Gray
Medium
SHff
Very
Soft
Tan
Green
Medium
Stiff
Gray
Green
Green
Gray
Medium
Dense
Gray Medium
Dense
Gray Soft
GM
SP
CL
ML
SP
CL
1-
2-
3-
4-
5-
6-
7-
8-
9-
10-
11-
12-
13-
14-
15-
16-
17-
18-
19-
20-
21-
Bentonite
EN^IROiNMENT^L
En uironm en tal-Science and. Engineering.
BOREHOLE LOG
Quality Linen
Salt Lake City, Utah
PROJECTNO.: 1076-006A WELL NO.: GP-22
DATE DRILLED: December 2, 2008
LOGGED BY: Rebecca Studenka
REFERENCE ELEVATION:
DRILL RIG: Geoprobe 7730DT
TOTAL DEPTH: 25'
DEPTH TO GROUNDWATER: 7'
DESCRIPTION AND CLASSIFICATION
Description and Remarks Color Consist.
Soil
Type
03
03
U__
.C
"S.
03
Q
£
£
CO
CO
5
0.
CL
>
o
03 >
03
-J
Temporary
Well
Construction
1"I.D.
PVC
SAND and GRAVEL - moist (Fill)
SAND - flne-grained, some silt moist
I CLAY - some silt gravel, and organics
Saturated
SAvND - fine-grained, little silt and ciay, saturated
CLAY - trace silt and organics, saturated
Trace silt
Brown Medium
Dense
Brown Medium
Dense
Gray Very
Soft
Tan
Gray
Green
Gray
Gray
Medium
SUff- Soft
Medium
Dense
Soft
Black
Very
Soft
SP
SP
CL
SP
CL
1-
2-
3-
4-
5-
6-
7-
8-
9-
10-
11-
12-
13-
14-
15-
16-
17-
18-
19-
20-
Bentonite
Riter
Sand
0.010
Slotted
Scaieen
BOREHOLE LOG
ENA^I RONMENTAL
Environmental Science and Engirieering
Quality Unen
SaltLakeCity, Utah
PROJECT NO.: 1076-006A WELL NO.: GP-23
DATE DRILLED: December 2, 2008
LOGGED BY: Rebecca Studenka
REFERENCE ELEVATION: —
DRILL RIG: Geoprobe 7730DT
TOTAL DEPTH: 25'
DEPTH TO GROUNDWATER: T
DESCRIPTION AND CLASSIFICATION
Description and Remarks
••
SAND - fine-grained, some silt moist
Bottom of Boring = 25'
Color
Gray
Green
/^i^ ENVIRONMENTAI.
Environmental Science and: Engineering
Consist.
Medium
Dense
Soil
Type
SP
LL
"5.
03
Q
•
21-
22-
23-
24-
25-
26-
27-
28-
29-
30-
31-
32-
33-
34-
35-
36-
37-
38-
39-
40-
.03
CL
£
CD
CO
•Q
LL
O
CQ
2
0.
CL
03
> _:
I—
.22 IS
Temporary
Well
Constmction
1" l.D.
PVC
BOREHOLE LOG
Quality Unen
Salt Lake City, Utah
PROJECT NO.:AQ76-Q0QA WFII NO. GP-23
DATE DRILLED: December 2, 2008
LOGGED BY: Rebecca Studenka
REFERENCE ELEVATION: 100.00
DRILL RIG: Geoprobe 7730DT
TOTAL DEPTH: 20'
DEPTH TO GROUNDWATER: T
DESCRIPTION AND CLASSIFICATION
Description and Remarks Color Consist
Soil
Type
03
03
U.
O.
03
Q
£
a.
E
CO
CO
o IL
in
^
o
CQ
a. a.
>.
> O
03 >
03
£ 15
Weil
Construction
1" l.D.
PVC
ASPHALT
"sAND and GRAVEL "irioist (1=111)"
CLAY - some silt moist
Some silt and organics
Saturated
3" sand lens
Some silt little sand and organics
SAND - fine-grained, some siit
CLAY - some silt HtUe organics
Bottom of Boring = 20'
Brown
Black
Medium
Dense
Brown
Gray
Black
Medium
SUff
Soft
Ligtit
Gray
Gray
Green
Gray
Green
Gray
Green
Very
Soft
Soft-
Medium
SUff
Medium
Dense
Medium
SHff
SP
CL
SP
CL
1-
2-
3-
4-
5-
6-
7-
9-
10-
11-
12-
13-
14-
15-
16-
17-
18-
19-
20-
21-
Biter
Sand
0.010
Slotted
Screen
ENVIRONMENTAL
Environmental Science and Engineering
BOREHOLE LOG
Quality Unen
Salt Lake City, Utah
PROJECTNO.: 1076-006A WELL WO.; GP-24/MW-7
DATE DRILLED: December 3, 2008
LOGGED BY: Reisecca Studenka
REFERENCE ELEVATION: 100.37(s); 100.49(m); 100.38(d)
DRILL RIG: Geoprobe 7730DT
TOTAL DEPTH: 40"
DEPTH TO GROUNDWATER: 7'
DESCRIPTION AND CLASSIFICATION
Description and Remarics Color ConsisL
Soil
Type
03
03
Ci
03
Q
£
CD
CO
o o
U-
li5
3
GQ
0.
Q.
>
o
03 >
03
_2
15
Well
Construction
n.D.
PVC
CO_N_CRETE
SAND and GRAVEL "mois?(Fill)' Brown Medium
Dense
CLAY - some silt and organics, moist Black Medium
Stiff
SAND - fine to medium-grained, moist
CLAY - some silt and organics, moist
Reddish
Brown
Medium
Dense
Saturated
SAND - fine-grained, trace silt and ciay, saturated
CLAY - some sift, little organics, saturated
No logging after 20'
Brown
Gray
Gray
Black
Gray
Medium
SUff
Soft
Very
Soft
Tan-
Light
Gray
Gray
Green
Gray
Green
Gray
Green
Medium
Dense
Soft
SP
CL
SP
CL
SP
CL
1
2
3
4
5-
6-
7-
8-
9-
10-
11-
12-
13-
14-
15-
16-
17-
18-
19
20-H
RIter
Sand
0.010
Slotteo
Screen
RIter
Sand
0.010
Slatted
Screen
EN YJRO N MENTA L
Environmenral Science and: Engineering
BOREHOLE LOG
Quality Unen
Salt Lake City, Utah
PROJECT NO.: 1076-006A WELL NO.: GP-25/MW-4
DATE DRILLED: December 3, 2008
LOGGED BY: Rebecca Studenka
REFERENCE ELEVATION: 100.37(s); 100.49(m); 100.38(d)
DRILL RIG: Geoprobe 7730DT
TOTAL DEPTH: 40'
DEPTH TO GROUNDWATER: T
DESCRIPTION AND CLASSIFICATION
Description and Remarks Color Consist
Soil
Type
03
03
U.
Q.
03
a
£ a.
£
CD
CO
o
U-
lo 5 o
CQ
Q.
Q.
>. > .u
03 >
03
03
15
Well
Construction
r l.D.
PVC
Bottom of Boring = 40'
21-
22-
23-
24-
25-
26-
27-
28-
29-
30
31-i
32
33-
34-
35-
36-
37-
38-
39-
40-
41-
Rlter
Sand
O.OIO
Slotted
Screen
EtJVVROM MENTAL:
Environmental Sciencaarid Engineering:
BOREHOLE LOG
Quality Unen
SaltLakeCity, Utah
PROJECTNO.: 1076-006A WELL NO.: GP-25/MW-4
DATE DRILLED: December 3, 2008
LOGGED BY: Rebecca Studenka
REFERENCE ELEVATION: —
DRILL RIG: Geoprobe 7730DT
TOTAL DEPTH: 30'
DEPTH TO GROUNDWATER: T
DESCRIPTION AND CLASSIFICATION
Description and Remarks
.^ASPHALT
SAND and GRAVEL - moist (Fill)
CLAY - some gravel, silt, wood, brick, and glass (Fill)
CLAY - some silt and organic:s, moist
Saturated
SAND - fine-grained, some silt trace clay, saturated
CLAY - some silt, trace organics, saturated
^^^. . ENVIRONMENTAL
Environmental .Science and Engineering
Color
Brown
Black
Gray
Tan
Gray
Green
Gray
Green
Gray
Green
Consist
Medium
Dense
Medium
Stiff
Soft
Very
Soft
Medium
Stiff
Medium
Defjse
Soft-
Medium
SUff
Soil
Type
'"ip"'
CL
SP
CL
03
03
LL^
.C
Q.
03 Q
1-
2-
3-
4-
5-
6-
7-
8-
9-
10-
11-
12-
13-
14-
15-
16-
17-
18-
19-
20-
03
Q.
£
CD
CO
s'
LL.
o
CQ
CL
CL
1
'.
03
£
CD
Temporary
Well
Construction
n.D.
PVC
BentoniteB
3
RIter •
Sand" .
0.010- -
Slotted* :
Screen. Z
• I
\\\
1
BOREHOLE LOG
Quality Unen
Salt Lake City. Utah
PROJECT NO.: 10 76-006A WFLL NO.: GP-26
1 1
I
f
t
•>
!
!
1
DATE DRILLED: December 3, 2008
LOGGED BY: Rebecca Studenka
REFERENCE ELEVATION: —
DRILL RIG: Geoprobe 7730DT
TOTAL DEPTH: 30'
DEPTH TO GROUNDWATER: 7'
DESCRIPTION AND CLASSIFICATION
Description and Remari<s
No logging after 20'
Bottom of Boring = 30'
Color
yS^ ENVIRONMENTAL
Environmental Science and Engineering .
Consist
.
Soii
Type
03
03
U_
"5.
03
Q
21-
22-
23-
24-
25-
26-
27-
28-
29-
30-
31-
32-
33-
34-
35-
36-
37-
38-
39-
40-
b-
03
a. £
CD
CO
o o u_
o
CQ
Q-
Q^
2
03 >
03
_i
03 1
Temporary
Well
Construction
1" l.D.
PVC
31
Rller "
Sand •
0.010 • -
Slotted • -
Screen - ;
BOREHOLE LOG
Quality Unen
Salt Lake City, Utah
PROJECTNO.: 1076-006A WELL NO.. GP-26
1
•
DATE DRILLED: December 4, 2008
LOGGED BY: Rebecca Studenka
REFERENCE ELEVATION:
DRILL RIG: Geoprobe 7730DT
TOTAL DEPTH: 20"
DEPTH TO GROUNDWATER: T
DESCRIPTION AND CLASSIFICATION
Description and Remarks Color Consist
Soil
Type
03
03
LL.
Q.
03
Q
£ a.
£
CD
CO
o
11.
CO
s
Q.
Q.
> .S
03 >
03
£ IS
Temporary
Well
Construction
1" l.D.
PVC
^RAy_E_L__ _ _ ___
^AND and GRAVEL - moist (Fill)
CLAY - some silt and organics, trace gravel
Saturated
Bottom of Boring = 20"
,_Giay_
Brown
4Med.De£Ls4-
Medium
Dense
.GP_
SP
Brown
Black
Medium
SHff
Soft
CL
Gray
Green
Very
Soft
Medium
SUff
1
2
3
4
5-
6'
1-
8
9-
10-
11-
12-
13-
14-
15-
16-
17-
18-
19-
20-
21-
Bentonitet
i
Filter
Sand
0.010
Slatted
Screen
EN VI RONi-tENTAt.
EnvironmentalScience andiEngineering:.
BOREHOLE LOG
Quality Linen
SaltLakeCity, Utah
PROJECTNO.: 1076-006A WELL WO.; GP-27
DATE DRILLED: December 4, 2008
LOGGED BY: Rebecca Studenka
REFERENCE ELEVATION: 100.23(s); 100.17(m); 100.22(d)
DRILL RIG: Geoprobe 7730DT
TOTAL DEPTH: 30'
DEPTH TO GROUNDWATER: T
DESCRIPTION AND CLASSIFICATION
Description and Remarks Color Consist
Soil
Type
03
03
LL
Q.
03
Q
a.
E
CD
CO
CL
>
O
03 >
03
£ IS
Weil
Construction
1" l.D.
PVC
ASPHALT _
^lAY"and"GRAVEL - moist (Fill)
CLAY - some silt, trace sand, moist
Some organics
Saturated
Some sand
Black
Gray
Soft
Brown Soft
Black
Gray
Very
Soft
Light
Gray
Green
Gray
Black
Gray
Medium
SUff
Very
Soft
CL
CL
1-
2-
3-1
4-
5-
6-
7-
8-
9-
10-
11-
12-
13-
14-
15-
16-
17-
18-
19-
20-
IBentonits
Filter
Sand
0.010
Slotted
Screen
RIter
Sand
0.010
Slotted
Screen
•••.-•..ENVIRONMENTAL.-
Environmental' Science and:Engineering: •
BOREHOLE LOG
Quality Unen
Salt Lake City, Utah
PROJECTNO.: 1076-006A WELL NO.: GP-28/MW-2
" DATE DRILLED: December 4, 2008
1 LOGGED BY: Rebecca Studenka
• REFERENCE ELEVATION: 100.23(s); 100.17(m); 100.22(d)
_ DRILL RIG: Geoprobe 7730DT
1 TOTAL DEPTH: 30'
DEPTH TO GROUNDWATER: 7'
1 DESCRIPTION AND CLASSIFICATION
I Description and Remarks
"~ End of logging at 20'
1 Bottom of Boring = 30'
• : y^l^ . • •..-. E.5^4:yi RO NME NTA^L '.
•j EnvironmentalScience and Engineering
Color Consist
Soil
Type
03
03
LL,
sz I-.
Q
21-
22-
23-
24-
25-
26-
27-
28-
29-
-
30
31-
32-
33-
34-
35-
36-
37-
38-
39-
40-
03
Q.
E
CD
CO
o o u_
o
CQ
Q.
>
o
/
03 >
03
_l
i—
£ 15
Well
Construction
1" l.D.
PVC
RIter
Sand • _ .
O.OIO • -
Slotted . ;
Screen . ; '
BOREHOLMLOG
Quality Unen
Salt Lake City, Utah
PROJECT NO.: 10 76-006A WFI1 NO.: GP-28/MW-2
DATE DRILLED:. December 5, 2008
LOGGED BY: Rebecca Studenka
REFERENCE ELEVATION:
DRILL RIG: Geoprobe 7730DT
TOTAL DEPTH: 20'
DEPTH TO GROUNDWATER: 7'
DESCRIPTION AND CLASSIFICATION
Description and Remarks Color Consist
Soil
Type
03
03
U.
CX
03
Q
£ a.
E
to
CO
Cl
Ll.
CO
^ o
CQ
Q.
Q.
> > u
03 >
03
Temporary
Weil
Construction
1" l.D.
PVC
ASPHALT
SAND and GRAVEL - moist (Fill)
Sj^LT - moist
CLAY - some silt and organics, moist
Saturated
SILT - some clay and organics, saturated
SAND - fine-grained, some silt, saturated
CLAY - some silt
Bottom of Boring = 20'
Brown Medium
Dense
SP
^rqwn_
Black
Med Derisf _ML
Soft CL
Gray
Black
Very
Soft
Gray
Green
Medium
Dense
ML
Gray
Green
Medium
Dense
SP
Gray
Green
Medium
Dense
CL
1-
2-
3-
4-
5-
6-
7-
8-
9-
10-
11-
12-
13-
14-
15-
16-
17-
18-
19-
20-
21-
Bentonite
eNVIRONMENTAL
Environmental Science and'Engineering
BOREHOLE LOG
Quality Linen
Salt Lake City, Utah
PROJECTNO.: 1076-006A WELL NO.: GP-29
DATE DRILLED: December 5, 2008
LOGGED BY: Rebecca Studenka
REFERENCE ELEVATION:
DRILL RIG: Geoprobe 7730DT
TOTAL DEPTH: 30'
DEPTH TO GROUNDWATER:
DESCRIPTION AND CLASSIFICATION
Description and Remarics Color Consist
Soil
Type
03
03
UL
CL
03 Q
_03
Q.
CO
o o
LL
lo
5
CQ
CL
>
.o
03 >
03
Temporary
Well
Construction
ASPHALT __
SAi^lD and'GRA'i/EL - iiioist (Filo'
CU\Yjjnno_istjFill)___
SAND - fine-grained, moist
CLAY - moist
Some organics
Some silt, saturated
SILT - some clay and organics, saturated
CLAY - some silt, little organics, saturated
Brown
Brown
Red
Brown
Brown
Gray
Black
Medium
Dense
SP
Med SUff CL
Medium
Dense
SP
Medium
Stiff
Soft
Very
Soft
CL
Green
Gray
Light
Gray
Green
Gray
Gray
Green
Medium
Dense
Medium
SUff-Soft
ML
CL
1
2
3
4
5-
6-
7-
8-
9-
10-
11-
12-
13-
14-
15-
16-
17-
18-
19-
20-
Bentonitea
i
BOREHOLE LOG
ENVIRONMENTAL
Environmental Sciericeanti Engineering:
Quality Unen
Salt Lake City, Utah
PROJECT NO.: 1076-006A WELL NO.: GP-30
DATE DRILLED: December 5, 2008
LOGGED BY: Rebecca Studenka
REFERENCE ELEVATION: —
DRILL RIG: Geoprobe 7730DT
TOTAL DEPTH: 30'
DEPTH TO GROUNDWATER: 7'
DESCRIPTION AND CLASSIFICATION
Description and Remarks
Some silt, trace organics
SAND - fine-grained, litUe silt saturated
CLAY - little silt and organics, saturated
2- silt lens
2" silt lens
2" siit lens
2" silt lens Bottom of Boring = 30'
.
Color
Gray
Brown
Gray
Brawn
y^W^-.- •' - .ENVIRONMENTAL- .'
. Envii'onment.il Science and Engineering
Consist.
Very
Soft
Medium
Dense
. Veiv
Soft
Soii
Type
SP
CL
03
LL
Q.
8
21-
22-
23-
24-
25-
26-
27-
28-
29-
30-
31-
32-
33-
34-
35-
36-
37-
38-
39-
40-
Q.
.£
CD
CO
O
O
LL
O
CQ
/^
•
•
"03 >
03
—i
i_
£ 15
Temporary
Well
Construction
1" l.D.
PVC
RIter
Sand •
0.010 • -
Slotted • :
Screen • I
":
• -
BOREHOLE LOG
QuaHty Linen
Salt Lake City, Utah
PROJECT NO.: 10 76-006A WFI 1 NO.. GP-30
f
•
Appendix C
So«Ana/yt,ca« Result
Toll
ai.
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
Free (888) 263-B6&6
Fax [phone]
.wal(3)awal-labs.coin
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
September 25, 2008
Rebecca Stud^Sca
Wasatch Environmental
2410 West Califomia Avenue
Salt Lake City, UT 84104
TEL: [phone]
FAX: [phone]
RE: Quailty Linen SLC, UT / 1076-006A
Dear Rebecca Studenka:
Lab Set ED: L86413
American West Analytical Labs received 15 samples on 9/17/2008 for the analyses presented in
the following report.
All analyses were performed in accordance to National Environmental Laboratory Accreditation
Program (NELAP) protocols unless noted otherwise. Ifyou have any questions or concems
regardmg this report please feel free to call. The abbreviation "Surr" found in organic reports
indicates a surrogate compound that is intentionally added by the laboratory to determine sample
injection, extraction and/or purging efSciency.
Thank you.
Approved by
Laboratory Director or designee
ReportDate: 9/23/2008 Page lof 62
11 analyses applicable to ttie CW/\, SDWA and RCRA are performed in acxordance to NELAC protocols. Pertinent sampling infbnmaf on is Ic3cated on ttie atlaclied COC. Ttiis report is
ro^f^ for ttie exclusive use of ttie addressee. Privileges of subsequent use of ttie name of this company or any member of its staff, or reproduction of ttiis report in connection with
le^Kertisement, promotion or sale of any product or process, or in connec;fion witti ttie re-publication of ttiis repoit for any purpose otiier than for the addressee win be granted only
n (^pacL This company accepts no responsibility except for the due performance of Inspection and/or analysis in good faith and according to the rules of the trade and of science.
ORGANIC ANALYSIS REPORT
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 Sou±
Salt Lake City, Utah
84115
[phone]
Toll Free [phone]
Fax [phone]
mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Client: Wasatch Environmental
Project ID: Quailty Linen SLC, UT / 1076-006A
Lab Sample ED: L86413-06A
Field Sample ED: GP-17 / 5-7.5'
Collected: 9/17/2008 1:00:00 PM
Received: 9/17/2008
Analysis Requested: 8260B/5035
Analytical Results
Contact: Rebecca Studenka
Analyzed: 9/19/2008 10:37:00 A
VOLATILES bv GC/MS 8260B
Units = fig/kg-dry
Dilution Factor = 1.25
Compound
% Moisture: 30
Reporting Limit
Analytical
Result
1,1,1,2-Tetrachloroethane
1,1,1 -Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Tricfaloro-1,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1-Dichloro-1-propene
1,1 -Dichloroethane
1,1-Dichloroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-ChloroethylvinyIether
Allyl chloride
Benzene
Benzyl chloride
Bromobenzene
Bromochloromethane
Bromodichloromethane
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
8.9
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
8.9
3.6
3.6
8.9
3.6
3.6
3.6
<3.6
<3.6
<3.6
•<3.6
<3.6
<3.6
<3.6
<3.6
<3.6
<3.6
<3.6
<8.9
<3.6
<3.6
<3.6
<3.6
<3.6
<3.6
<3.6
<3.6
<8.9
<3.6
<3.6
<8.9
<3.6
<3.6
< 3.6
ReportDate: 9/25/2008 Page 13 of62
All:
provided 1
the.
on (
I
I
I
I
I
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
I
I [phone]
Toil Free [phone]
Fax [phone]
[e-mail]
I
I
I
I
I
I
I
I
I
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Lab Sample ID: L86413-06A
Field Sample ID: GP-17 / 5-7.5'
CoUected; 9/17/2008 1:00:00 PM
Received: 9/17/2008
Analysis Requested: 8260B/5035
Analytical Results
Analyzed: 9/19/2008 10:37:00 A
VOLATILES by GC/MS 8260B
Units = }ig/kg-dry
Dilution Factor = 1.25
Compound
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-DichIoropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
Ethylbenzene
lodomethane
Methyl tert-butyl ether
Methylene chloride
Naphthalene
o-ChlorotoIuene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
Toluene
trans 1,2-Dichloroethene„
trans 1,3-Dichloropropene
trans l,4-Dichloro-2-butene
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
Xylenes, Total
Bis(2-chioroisopropyl)ether
Reporting Limit
3.6
8.9
3.6
3.6
3.6
3.6
8.9
3.6
3.6
3.6
3.6
3.6
8.9
3.6
8.9
3.6
8.9
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
1.8
3.6
8.9
% Moisture:
Analytical
Result
<3.6
<8.9
<3.6
<3.6
<3.6
<3.6
<8.9
<3.6
290
<3.6
<3.6
<3.6
<8.9
<3.6
<8.9
<3.6
<8.9
<3.6
<3.6
<3.6
<3.6
<3.6
26
18
<3.6
<3.6
<3.6
<3.6
290
19
. <8.9
30
ReportDate: 9/25/2008 Page 14 of62
ill analvses applicable to ttie CWA, SDWA and RCRA are perfonned in accordance to NELAC protocols. Pertinent sampling infbrmation is located on tho attached COG. This reportis
ralKd for the exclusive use of the addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection vwm
ipMiertlsemenL Dromotion or sale of any product or process, or in connection with the re-publicallon of this report for any purpose other than for the addressee wi» be granted oniy
in JKact This company accepts no responsibility except for the due performance of inspection and/or analvsis in oood faith and accordina tn ihn n .i^« nf th» )r=.H» =nH nf «,»nr»
Ml
he
3n
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
Tott Free [phone]
Fax [phone]
mdl: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Lab Sampie ID: L86413-06A
Field Sample ED: GP-17 / 5-7.5'
Collected: 9/17/2008 1:00:00 PM
Received: 9/17/2008
Analysis Requested: 8260B/5035
Analytical Results
Analyzed: 9/19/2008 10:37:00 A
VOLATILES by GC/MS 8260B
Units = ng/kg-dry
DUution Factor = 1.25
Compound
% Moisture: 30
Reporting Limit
Analj^icial
Result
Surr: l,2-Dichloroethane-d4
Surr: 4-Bromofluorobenzene
Surr: Dibromofluoromethane
Surr: Toluene-d8
72-139
71-144
73-126
72-129
117
106
109
104
The sample was collected by meihod 5035A.
ReportDate: 9/25/2008 Page 15 of62
All analvses aoclicable to the CWA SDWA, and RCRA are perfomied in accordance to NELAC protocols. Pertinent sampling infomiation is located on the attached COC. This report ism
DitJvided for the exclusive use of the addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connecUon wi&i||
ttie advertisement promotion or sale of any product or process, or in connecUon with the ne-publication of this report for any puipose other than for the addressee will be granted onlv
Toll
ORGANIC ANALYSIS REPORT
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
Free [phone]
Fax [phone]
[e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Client: Wasatch Environmental
Project ID: Quailty Linen SLC, UT / 1076-006A
Lab Sample ED: L86413-08A
Field Sample ED: GP-20 / 5-7.5'
Collected: 9/17/2008 1:45:00 PM
Received: 9/17/2008
Analysis Requested: 8260B/5035
Analytical Results
Contact: Rebecca Studenka
Analyzed: 9/19/2008 10:57:00 A
VOLATILES by GC/MS 8260B
Units = ng/kg-dry
Dilution Factor = 0.47
Compound
1,1,1,2-Tetrachloroethane
1,1,1 -Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1 -D ichloro-1 -propene
1,1 -Dichloroethane
1,1 -Dichloroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-chlcropropane
1,2-Dibromoethane
1,2-D ichloro benzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinylether
Allyl chloride
Benzene
Benzyl chloride
Bromobenzene
Bromochloromethane
Bromodichloromethane
Reporting Limit
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
3.4
1.4
1.4
1.4
1.4
1.4
1-4
1.4
1-4
3.4
1.4
1.4
3.4
1.4
1.4
1.4
% Moisture
Analytical
Result
<1.4
<1.4
<1.4
<1.4
<1.4
<1.4
<1.4
<1.4
<1.4
<1.4
<1.4
<3.4
<1.4
<1.4
<1.4
<1.4
<1.4
<1.4
<1.4
<1.4
<3.4
< 1.4
<1.4
<3.4
<1.4
<1.4
8.2
31
ReportDate: 9/25/2008 Page 19 of62
lalvses aoDlicable to the CWA SDWA and RCRA are performed in accortlance to NELAC protocols. Pertinent sampling infomiation Is located on the attached COC. This report is
Jed for the exclusive use of the addressee. Privileges of subsequent use of the name of this company or any member of Its staff, or reproduction of this repprt in conneciion with
th»dv^"semenl?'pramotirn"o7 sale ora'i^^ro^
nnT^nfanl- ThiQ romnanu arnorrtc nn rocnnncthilih, o<'™nt fnr •!,.» rl..^ .^.»r* ,„„„ „f 1—o-*i~„ .,„^/„ ...-- i >'-=" ' ij—.- ..-- .• '"-- —-•
AMERICAN
WEST
ANALYTICAL
LABORATOEOES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
Fa!£ [phone]
mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Lab Sampie ID: L86413-08A
Field Sample ED: GP-20 / 5-7.5'
Collected: 9/17/2008 1:45:00 PM
Received: 9/17/2008
Analysis Requested: 8260B/5035
Analytical Results
Analyzed: 9/19/2008 10:57:00 A
VOLATILES by GC/MS 8260B
Units = jig/kg-dry
Dilution Factor = 0.47
Compound
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
Ethylbenzene
lodomethane
Methyl tert-butyl ether
Methylene chloride
Naphthalene
o-Chlorotoluene
p-ChlorotoIuene
Pentachloroethane
Tetrachloroethene
Toluene
trans 1,2-Dichloroethene
trans 1,3-Dicliloropropene
trans l,4-Dichloro-2-butene
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
Xylenes, Total
Bis(2-chloroisopropyI)ether
"17^
Reporting Limit
^ 1.4
3.4
1.4
1.4
1.4
1.4
3.4
1.4
1-4 •
1.4
1.4
1-4.
3.4
1.4
3.4
1.4
3.4
1.4
1.4
1.4
1.4
1.4
1.4
1-4
1.4
1.4
1.4
1.4
0.69
1.4
3.4
% Moisture:
Analytical
Result
<1.4
<3.4
<1.4
<1.4
<1.4
66
. <3.4
<1.4
16
<1.4
<1.4
<1.4
<3.4
<1.4
<3.4
<1.4
<3.4
<1.4
<1.4
<1.4
<1.4
530 E
<1.4
<1.4
<1.4
<1.4
<1.4
31
1J3
1.9
<3.4
31
ReportDate: 9/25/2008 Page20 of62
All analvses aBoncable to the CWA SDWA and RCRA are perfomied in accordance to NELAC protocols. Pertinent sampling Infomiation is located on the ^'^^^^PyZ^J^°Z
oravrded tor fte Sive use bf the addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in «"f««wn w
^ advt^fsement pram^on or sale of any product or process, or i^ connection with the re^jubHcation of this report (br any purpose other than for the addressee wiD be granted or provided
thl
Toll
lai;
AMERICAN
WEST
ANALYTICAL
LABORATORIES
63 West 3600 South
Salt Lake City, Utah
84115
[phone]
Free [phone]
Fax [phone]
,[e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Lab Sample BD: L86413-08A
Field Sample ID: GP-20 / 5-7.5'
Collected: 9/17/2008 1:45:00 PM
Received: 9/17/2008
Analysis Requested: 8260B/5035
Analj^ca! Resnlts
Analyzed: 9/19/2008 10:57:00 A
VOLATILES by GC/MS 8260B
Units = fig/kg-dry
Dilution Factor = 0.47
Compound
% Moisture: 31
Reporting Limit
Analytical
Result
Surr: l,2-DichIoroethane-d4
Surr: 4-Bromofluorobenzene
Surr: Dibromofluoromethane
Sum Toluene-d8
72-139
71-144
73-126
72-129
122
105
110
102
The sample was collected by method 5035A.
E - Estimated value. The concentration exceeds the calibration range.
ReportDate: 9/25/2008 Page21 of62
an—.ivspi annlicable to the CWA SDWA, and RCRA are perfonned in accordance to NELAC protocols. Pertinent sampling infomiation is located on the attached COC. This report is
nrjEd for the e«:lusive use of the addressee. Privileges of subsequent use of the naine of this company or any member of its staff, or reproduction of this report m connection with
rheBvertlsernenL Dromotion or sale of any product or process, or in connection with the re-publication of this report lor any puipose other than fbr the addressee will be granted only
nn Kar Thl^rnm^n"^^^^^ "n rwnnnoihilih, BvAanfforthP rt.,» nBrfnrm:.nnp nf incnBrtinn anrt/nr Pn:>luc,= In nnnri f=ith ^ri =-r.n„Hinn .n .ho n,loo nf .h= .™H» ,.W n» =n.n.n,.
ORGAMC ANALYSIS REPORT
AMERICAN
WEST
ANALYTICAL
LABORATORJES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
Fax [phone]
mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Client: Wasatch Enviroimiental
Project ID: Quailty Linen SLC, UT / 1076-006A
Lab Sample ED: L86413-10A
Field Sample ID: GP-21 / 2^-5'
Collected: 9/17/2008 2:40:00 PM
Received: 9/17/2008
Analysis Requested: 8260B/5035
Analytical Results
Contact: Rebecca Studenka
Analyzed: 9/24/2008 1:24:00 PM
VOLATILES by GC/MS 8260B
Units = (xg/kg-dry
Dilution Factor = 1.23
Compound
1,1,1,2-TetrachIoroethane
1,1,1-Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1 -Dichloro-1 -propene
1,1 -Dichloroethane
1,1-Dichloroethene
1,2,3-Trichlorobenzene
1,2,3 -Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3 -Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinylether
Ally! chloride
Benzene
Benzyl chloride
Bromobenzene
Bromochloromethane
Bromodichloromethane
Reporting Limit
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3-4
3.4
3.4
8.4
3.4
3.4
3.4
3.4
3.4
3.4
- 3.4
3.4
8.4
3.4
3.4
8.4
3.4
3.4
3.4
% Moisture
Analytical
Result
<3.4
<3.4
<3.4
<3.4
<3.4
<3.4
<3.4
<3.4
<3.4
<3.4
<3.4
<8.4
<3.4
<3.4
<3.4
<3.4
<3.4
<3.4
<3.4
<3.4
<8.4
<3.4
<3.4
<8.4
<3.4
<3.4
/ < 3.4
27
ReportDate: 9/25/2008 Page25 of62
All ;,nalvsBs aoolicable to the CWA SDWA and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the f'^chedCOa Ths report ji
ZvSr ^he ™ive use o7^^ addressee Privileges of subsequent use of the name of this company or any member of Its staff, or reproduction of this report in ^nne^o" «««
mTad^rt°semenL prom^^^^^^^ of any product or process, or ir. connection with the re^iublicallon of this report for any purpose other than for ttie a<^'*';f ^see *ill te^ranted onl^
TncS This coZa^y accepts no responsibility except for the due oertomiance of insoection andtar ana^,«« in nnnrt f.ifl, .nd .nnnn^.nn tn .h» n ,.»= n, »,» ^... =.nH n, ,^=nn=
AJVIERICAN
WEST
ANALYTICAL
LABORATORIES
Lab Sample ED: L86413-10A
Field Sample ID: GP-21 / 2^-5'
Collected; 9/17/2008 2:40:00 PM
Received: 9/17/2008
Analysis Requested: 8260B/5035
Analytical Results
Analyzed:. 9/24/2008 1:24:00 PM
VOLATILES by GC/MS 8260B
Units = |ig/kg-dry
Dilution Factor = 1.23
Compound
463 West 3600 South
Salt Lake City. Utah
84115
[phone]
[ Free [phone]
Fax [phone]
[e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Bromofonn
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibro momethane
Dichlorodifluoromethane
Ethylbenzene
lodomethane
Methyl tert-butyl ether
Methylene chloride
Naphthalene
o-Chloroto luene
p-Chloroto luene
Pentachloroethane
Tetrachloroethene
Toluene
trans 1,2-Dichloroethene
trans 1,3-Dich loropropene
trans l,4-Dichloro-2-butene
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
Xylenes, Total
Bis(2-chloroisopropyl)ether
ReportDate: 9/25/2008 Page26 of62
AlLanalvsBs aoDllcable to the CWA SDWA and RCRA are perfonned in accortlance to NELAC pratocols. Pertinent sampling infbrmation is located on the attached COC. TTiis report is
oli?ed for ttie Ssive use of the addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in =onnedion wrth
»d^i?semenT^motIon or sale of any product or process, or In connecdon with the re^iubOcaflon of this roport_fcr^anyj«J.pose other ttian for the addr^see will be granted only
nlKintanf-Thie rnrnnanvarrpnts nn rOQnnnQihath/ovnon* for •h=W.«. .."^^ -" -" —' •• ••- - "
Reporting Limit
3.4
8.4
3.4
3.4
3.4
3.4
8.4
3.4
3.4
3.4
3.4
3.4
8.4
3.4
8.4
3.4
8.4
3.4 •
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
1.7
3.4
8.4
% Moisture;
Analytical
Result
<3.4
<8.4
<3.4
<3.4
<3.4
9.6
<8.4
<3.4
130
<3.4
<3.4
<:3.4
<8.4
<3.4
<:8.4
<3.4
<8.4
<3.4
<3.4
<3.4
<3.4
<3.4
8.8
7.2
<3.4
<3.4
<3.4
<3.4
49
<3,4
< 8.4
27
AMERICAN
WEST
ANALYTICAL
LABORATORIES
LabSamplelD; L86413-10A
Field Sample ED; GP-21 / 2.5-5'
Collected: 9/17/2008 2:40:00 PM
Received: 9/17/2008
Analysis Requested: 8260B/5035
Analytical Results
I
Analyzed: 9/24/2008 1:24:00 PM
VOLATILES by GC/MS 8260B
Units = ng/kg-dry
DUution Factor =
Compound
1.23
463 West 3600 South
Salt Lake City, Utah
84115
Surr: l,2-Dichloroethane-d4
Surr: 4-Bromofluorobenzene
Surr: Dibromofluoromethane
Surr: Toluene-d8
Reporting Limit
72-139
71-144
73-126
72-129
% Moisture:
Analytical
Result
122
99.6
107
99.7
27
The sample was collected by method 5035A.
[phone]
Toll Free [phone]
Fax [phone]
mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
ReportDate: 9/25/2008 Page27 of62
1
I
I
I
I
All analvses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the aUached COC. Tli'sreP°rti|
p o^ded for the exclusive use of the addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection wfl
the advertisement, promotion or sale of any product or process, or in connection with the re-publlcation of this report for anypuipose other than for the ^f'^^.'^^^^^'Z^^'m
on oTntacL This Company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science. •
Appendix D
Groundwater AnaSytical Results
ORGANIC ANALYSIS REPORT
AMERICAN
WEST
ANALYTICAL
LABORATORIES
Client: Wasatch Environmental
Project ID: Quality Linen / 1076-006A
Lab Sample ED: L86378-01A
Field Sample ID: GP-10 @ 5-15'
CoUected: 9/16/2008 8:45:00 AM
Received: 9/16/2008
Analysis Requested: 8260B/5030B
Analytical Results
Contact: Rebecca Studenka
Analyzed: 9/18/2008 12:55:00 PM
Halogenated VOCs + MBTEXN by 8260B
63 West 3600 South
Salt Lake City, Utah
84115
Units = jig/L
Dilution Factor =
Compound
I
I
I
I
I
i
I
P [phone]
roll Free [phone]
I Fax [phone]
[e-mail]
I
I
I
I
I
I
I
I
I
ii^es appficable to ttie CWA, SDWA and RCRA are perfomied in accordance to NBAC protocols. Pertinent sampling infbrmation is located on fhe attached COC. This report is
'iB for the exclusive use of the addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection witti
aKrtisement, promotion or sale of any product or process, or in connection with the re-publicatiori of tiiis report for aiypijipose otiier than for the addressee will be granted onty
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
1,1,1,2-Tetrachloroethane
1,1,1 -Trichloroethane
1,1,2,2-Tetrachloroethane
l,l,2-Tricfaloro-l,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1-Dichloro-1-propene
1,1 -Dichloroethane
1,1 -Dichloroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
l,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dicbloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichiorobenzene
2,2-Dichloropropane
2-Chloroethylvinyiether
Allyl chloride
Benzene
Benzyl chloride
Bis(2-chloroisopropyl)ether
Bromobenzene
Bromochloromethane
Reporting Limit
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
1.0
5.0
5.0
2.0
2.0
Analytical
Resuh:
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
34
<5.0
<5.0
<2.0
' <2.0
Report; DatK 9/24/2008 Page 4 of 53
llangvses
roviHi tor
le af^
Thie rnmnam/ annonto nn racr.
AMERICAN
WEST
ANALYTICAL
LABORATORIES
Lab Sample ED: L86378-01A
Field Sample BD: GP-10 @ 5-15'
Collected: 9/16/2008 8:45:00 AM
Received: 9/16/2008
Analysis Requested: 8260B/5030B
Analyticai Resnlts
463 West 3600 Soufli
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
Fax [phone]
oail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Units = Ug/L
Dilution Factor =
Compound
Bromodichtoromethane
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
Ethylbenzene
lodomethane
Methyl tert-butyl ether
Methylene chloride
Naphthalene
o-Chlorotoluene
p-Chioroto luene
Pentachloroethane
Tetrachloroethene
Toluene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans l,4-DichIoro-2-butene
Xylenes, Total
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
Analyzed: 9/18/2008 12:55:00 PM
Halogenated VOCs -I- MBTEXN by 8260B
Reporting Lirait
2.0
2.0
5.0
2.0
2.0
2.0
2.0
3.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
1.0
Analytical
Result
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<3.0
<2.0
<2.0
< 2.0
<2.0
<2.0
<2.0
4.7
<2.0
<2.0
<2.0
7.6
<2.0
<2.0
<5.0
<2.0
32
<2.0
<2.0
<2.0
14
<2.0
<2.0
; <1.0
ReportDate: 9/24/2008 Page5 of53
on contact This companv acceots no resoonsihiiihr exceot fbr the
Toll
aa:
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
Free [phone]
Fax [phone]
[e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Lab Sample ED: L86378-01A
Field Sample ID: GP-10 @ 5-15'
Collected: 9/16/2008 8:45:00 AM
Received: 9/16/2008
Analysis Requested: 8260B/5030B
Analytical Results
Analyzed: 9/18/2008 12:55:00 PM
Haloeenated VOCs + MBTEXN by 8260B
Units = jtg/L
Dilution Factor =
Compound Reporting Limit
Analj^ical
Result
Surr: l,2-Dichloroethane-d4
Surr: 4-Bromofluorobenzene
Surr: Dibromofluoromethane
Surr: Toluene-d8
81-143
85-115
80-124
88-120
104
100
104
103
ReportDate: 9/24/2008 Page6 of53
All^lvses applicable to Uie CWA, SDWA and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information Is located on Uie attached COC. This report is
nnBed for the exclusive use of the addressee. Privileges of subsequent use of the name of Uiis company or any member of its staff, or reproduction of this report m connection with
UiBvertlsement promotion or sale of any product or process, or in connection wiUi the re-publication of ttiis report for any puipose other than for tiie addressee will be granted only
onWntacL This companv accepts no responsibilitv exceot for ttie due oerfonnance of insoection and/or analvsis in oood faitti and anmrriinn tn tho n,i« nf *B trario :.nrt nf .^n,^,...^
ORGANIC ANALYSIS REPORT
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
Toll Free [phone]
Fax [phone]
mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Client; Wasatch Environmental
Project DD: Quality Linen / 1076-006A
Lab Sample ID; L86378-02A
Field Sample ID; GP-11 @ 5-15'
Collected: 9/16/2008 9:15:00 AM
Received: 9/16/2008
Analysis Requested; 8260B/5030B
Analytical Results
Contact; Rebecca Studenka
Analyzed: 9/17/2008 9:06:00 AM
Halogenated VOCs -i- MBTEXN by 8260B
Units = jig/L
Dilution Factor =
Compound
1,1,1,2-Tetrachloroethane
1,1,1 -Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-trifluoroethane
1,1,2-Trichloroethane
151-Dichioro- 1-propene
1,1 -Dichloroethane
1,1 -Dichloroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
l,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dicfaloroethane
1,2-Dichioropropane
1,3-Dichiorobenzene
1,3-Dichloropropane
1,4-Dichiorobenzene
2,2-Dichloropropane
2-Chloroetfaylvinylether
Allyl chloride'
Benzene
Benzyl chloride
Bis(2-chloroisopropyDether
Bromobenzene
Bromochloromethane
Reporting Limit
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
1.0
5.0
5.0
2.0
2.0
Analytical
Result
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<3.0
13
<5.0
<5.0
<2.0
/ < 2.0
ReportDate: 9/24/200J3 Page? of53
on contact This comnaiw accents no resnonsihllitv exr.f.ntfnr tho rii« norfnrmanro nr menonHn,. ,-H,„
I
I
I
I
I
I
AMERICAN
WEST
ANALYTICAL
LABORATORIES
LabSamplelD: L86378-02A
Field Sample ID: GP-11 @ 5-15'
Collected: 9/16/2008 9:15:00 AM
Received: 9/16/2008
Analysis Requested; 8260B/5030B
Analytical Results
Analyzed: 9/17/2008 9:06:00 AM
Halogenated VOCs + MBTEXN by 8260B
Units = fig/L
Dilution Factor =
Compound
463 West 3600 South
Salt Lake City, Utah
84115
I
I [phone]
ToU Free (8^8) 263-8686
t Fax [phone]
[e-mail].
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Bromodichloromethane
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
Ethylbenzene
lodomethane
Methyl tert-butyl ether
Methylene chloride
Naphthalene
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
Toluene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans l,4-Dichioro-2-butene
Xylenes, Total
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
I
I
I
I
I
I
I
I
I
Ml analvses aoollcable to the CWA, SDWA and RCRA are pertboned in accortlance to NELAC protocols. Pertinent sampling infortrraBon is located on the ?"achedCOa-niis report^
roSd for ^'^^Sive^e of the addressee. Privileges of subsequent use of ttie name.of Uiis company or any member of its staff, or reproduction of this report in comedron w*
i^merfeement promotion or sale of any product or process, or in connection with Uie ,«-publication of fliis report for any purpose ottierlhan forthe address^ will be grantedonly
n^laThtecomi^y accepts no responsibility except fbr Uie due performance of Inspection and/or analysis in good faith and acconting to the rtiles of tite trade and of saenca.
Reporting Limit
2.0
2.0
5.0
2.0
2.0
2.0
2.0
3.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
1.0
Analytical
Result
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<3.0
<2.0
26
<2.0
<2.0
<2.0
<2.0
2.7
<2.0
<2.0
<2.0
2.3
<2.0
<2.0
<5.0
<2.0
15
<2.0
<2.0
<2.0
6.8
<2.0
<2.0
. <1.0
Report DaiK 9/24/2008 Page 8 of53
AMERICAN
WEST
ANALYTICAL
LABORATORIES
Lab Sample BD: L86378-02A
Field Sample ID; GP-11 @ 5-15'
CoUected; 9/16/2008 9:15:00 AM
Received: 9/16/2008
Analysis Requested: 8260B/5030B
Analytical Results
463 West 3600 South
Salt Lake City. Utah
84115
[phone]
Toll Free [phone]
Fax [phone]
mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Ajialyzed: 9/17/2008 9:06:00 AM
Haloeenated VOCs + MBTEXN by 8260B
Units = fig/L
Dilution Factor = 1
Compound
Surr; 1,2-Dichloroethane-d4
Surr; 4-Bromofluorobenzene
Surr; Dibromofluoromethane
Surr; Toluene-d8
Reporting Limit
81-143
85-115
80-124
88-120
Analytical
Result
143
106
121
92.8
ReportDate: 9/24/2008 Page9of53
All analvses aoollcable to the CWA SDWA and RCRA are perfomied in accortlance to NELAC protocols. Pertinent sampling infomiation is located on the attached COC. This reportl|
/MianaiyiHb dpvJin^uK! lu «!>= ''""^ , , • _ ,, '•^ _ , ^ , „ „ , ,^;_ „„,„„ „, ,„„ roamhor nf itc atatf nr rpnmdurrtinn of this renort in connection wiH
lonP
ThiR rnmnanu arrontc nn rocnnnQihUihi ovnont f
orovided for the exclusive use of the addressee. Privileges of subsequent use of ttie name of ttiis oompany or any member of its staff, or reproduction of this report in connert^on i
m^ advertsemtn? prom^^^^ or sate of any product or process, or in connecUon with Uie re-publication of this report for any puipose other ttian for ttie address_ee will be granted <
4
ORGANIC ANALYSIS REPORT
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
Fax [phone]
[e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Client: Wasatch Environmental
ProjectID: Quality Linen / 1076-006A
Lab Sample ID: L87842-05A
Field Sample ID: GP-11 @ 15-20'
CoUected: 12/2/2008 1:30:00 PM
Received: 12/2/2008
Analysis Requested: 8260B/5030B
Analytical Results
Contact: Rebecca Studenka
Units = \igfL
Dilution Factor =
Compo imd
1,1,1,2-Tetrachloroethane
1,1,1 -Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1 -Dichloro-1 -propene
1,1-Dichloroethane
1,1 -Diciiloroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinylether
Allyl chloride
Benzyl chloride
Bis(2-chloroisopropyl)ether
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
Analyzed: 12/8/2008 1:42:00 PM
Haloeenated VOCs bv GC/MS 8260B
Reporting Limit
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
5.0
5.0
2.0
2.0
2.0
2.0
5.0
Analytical
Result
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0 .
<5.0
<5.0
<5.0
<2.0
<2.0
<2.0
<2.0
<5.0
ReportDate: 12/10/2008 Page 13 of30
Jnalyses applicable to Uie CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC This report is
ided for the exclusive use of the addressee. Privileges of subsequent use of Uie name of Uiis company or any member of its staff, or reproduction of this report in connection with
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
Toil Free [phone]
Fax [phone]
-mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Roclia
QA Officer
LabSamplelD: L87842-05A
FieldSamplelD: GP-11 @ 15-20'
Collected: 12/2/2008 1:30:00 PM
Received: 12/2/2008
Analysis Requested: 8260B/5030B
Analytical Results
Units = )ig/L
Dilution Factor = 1
Compound
Carbon tetrachloride
Chlorobenzene
Chloroethane .
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
lodomethane
Methylene chloride
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachlo ro ethene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans l,4-Dichloro-2-butene
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
Surr: l,2-Dichloroethane-d4
Surr: 4-Bromofluorobenzene
Surr: Dibromofluoromethane
Surr: Toluene-d8
1
1
Analyzed: 12/8/2008 1:42:00 PM •
1
Halosenated VOCs bv GC/MS'8260B
Reporting Limit
2.0
2.0
2.0
2.0
3.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
1.6
81-143
85-115
80-124
88-120
/
SDWA, and RCRA are perfomned in accordance to NELAC protocols. Pertinent sampling infomiation
i addressee. Privileges of subsequent use of the name of this company or any member of its staff, o
Analytical
Result •
<2.0 •
<2.0
<2.0 1
<2.0
<3.0 •
<2.0 •
180
<2.0 1
<2.0
<2.0 •
<2.0 1
<2.0
<2.0 1
<2.0
<2.0 •
<5.0 1
<2.0
<2.0 1
<2.0 "
<2.0 .
< 2.0 1
<2.0
1.5 •
117 •
101 ^
105 1
97.2
ReportDate: 12/10/2008 Page 14 of 30
Is located on Uie attached COC. This report B
r reproduction of this report in connection wi"
thft a(H\/or+i6onnttnt nmmr\
ORGANIC ANALYSIS REPORT
AMERICAN
WEST
ANALYTICAL.
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
Fax [phone]
mfl: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Client: Wasatch Environmental
Project ID: Quality Linen / 1076-0.06A
Lab Sample ID: L87842-06A
Field Sample ID: GP-11 @ 24-29'
Collected: 12/2/2008 2:15:00 PM
Received: 12/2/2008
Analysis Requested: 8260B/5030B
Analytical Results
Contact: Rebecca Studenka
Units = [igfL
Dilution Factor = 1
Compound
1,1,1,2-TetrachIoroethane
1,1,1-Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1 -Dichloro-1 -propene
1,1 -Dichloroethane
1,1 -Dichloroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichlorc benzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinylether
Allyl chloride
Benzyl chloride
Bis(2-chloroisopropyl)ether
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
Analyzed: 12/8/2008 2:04:00 PM
Halogenated VOCs by GC/MS 8260B
Reporting Limit
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
5.0
5.0
2.0
2.0
2.0 '
2.0
5.0
Analytical
Result
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<.2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<5.0
<5.0
<2.0
<2.0
<2.0
<2.0
<5.0
Report Date: 12/10/2008 Page 15 of 30
•
inalyses applicable to the CWA. SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. This repon is
ided for ttie exclusive use of the addressee. Privileges of subsequent use of the name of Uiis company or any member of its staff, or reproduction of this report in connection with
ttio a/^\/^^^^|
AMERICAN
WEST
ANALYTICAL
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
Fax [phone]
-mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Lab Sample ID: L87842-06A
Field Sample ID: GP-11 @ 24-29'
Collected: 12/2/2008 2:15:00 PM
Received: 12/2/2008
Analysis Requested: 8260B/5030B
Analytical Results
Units = |ig/L
Dilution Factor = 1
Compound
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
lodomethane
Methylene chloride
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachlo roethene
trans 1,2-Dichloroethene
trans 1,3-Dichloro propene
trans l,4-Dichloro-2-butene
Trichlor 0 fluo r omethane
Trichloroethene
Vinyl chloride
Surr: 1,2-Dichloroethane-d4
Surr: 4-Bromofluorobenzene
Surr: Dibromofluoromethane
Surr: Toluene-d8
The pH ofthe sample y/as >2. Analysis woi
Analyzed:
1
1
12/8/2008 2:04:00 PM •
1
Halogenated VOCs bv GC/MS'82608
1
Analytical
Reporting Limit
2.0
2.0
2.0
2.0
3.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
1.0
81-143
85-115
80-124
88-120
•performed within the 7 day holding time
Result a
<2.0 B
<2.0
<2.0 \
<2.0
<3.0 I
<2.0 •
<2.0
<2.0 1
<2.0
<2.0 . •
<2.0 1
<2.0
<2.0 1
<2.0
<2.0 •
<5.0 1
<2.0
<2.0 1
<2.0 •
<2.0 .
<2.0 1
<2.0
<1.0 •
122 •
101 ^
107 1
96.6
ReportDate: 12/10/2008 Page 16 of30
All analyses applicable to ttie CWA, SDWA, and RCRA are perfomied in accordance to NELAC protocols. Pertinent sampling infbnnation is located on the attached COC. This report
provided forthe exclusive use of the addressee. Privileges of subsequent use ofthe name of ttiis company or any member of its staff, or reproduction of this report in connection wii I
itfr
ORGANIC ANALYSIS REPORT
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
• Fax [phone]
aai [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocfaa
QA Officer
Client: Wasatch Environmental
Project ED: Quality Linen / 1076-006A
Lab Sample ID: L86378-05A
Field Sample ID: GP-i2 @ 15-20'
Collected: 9/16/2008 10:55:00 AM
Received: 9/16/2008
Analysis Requested: 8260B/5030B
Analytical Results
Contact; Rebecca Studenka
Analyzed: 9/18/2008 1:55:00 PM
Haloeenated VOCs + MBTEXN bv 8260B
Units = ng/L
Dilution Factor = 1000
Compound
1,1,1,2-Tetrachloroethane
1,1,1 -Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1 -D ichloro-1 -propene
1,1 -Dichloroethane
1,1 -Dichloroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2-D ibromo-3 -chloro propane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinylether
Allyl chloride
Benzene
Benzyl chloride
Bis(2-chloroisopropyl)ether
Bromobenzene
Bromochloromethane
Reporting Limit
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
5000
2000
2000
2000
2000
2000
2000
2000
2000
5000
5000
1000
5000
5000
2000
2000
Analytical
Result
<2000
<2000
<2000
<2000
<2000
<2000
<2000
<2000
<2000
<2000
<2000
<5000
<2000
<2000
<2000
< 2000
<2000
<2000
<2000
<2000
<5000
< 5000
<10G0
<5000
<5000
<2000
^ <2000
Report Date: 9/24/2008 Page 10 of 53
AMERICAN
WEST
ANALYTICAL
LABORATORIES
Lab Sample ED: L86378-05A
Field Saraple ID: GP-L2 @ 15-20'
CoUected; 9/16/2008 10:55:00 AM
Received: 9/16/2008
Analysis Requested: 8260B/5030B
Analytical Results
463 West 3600 South
SaltLakeCity, Utah
84115
[phone]
Toll Free [phone]
Fax [phone]
mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Analyzed: 9/18/2008 1:55:00 PM
Haloeenated VOCs -I- MBTEXN by 8260B
Uni:s= fig/L
Dilution Factor = 1000
Compound
Bromodichloromethane
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
Ethylbenzene
lodomethane
Methyl tert-butyl ether
Methylene chloride
Naphthalene
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
Toluene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans l,4-Dichloro-2-butene
Xylenes, Total
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
Reporting Limit
2000
2000
5000
2000
2000
2000
2000
3000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
5000
2000
2000
2000
2000
2000
2000
2000
2000
1000
Analytical
Result
<2000
<2000
<5000
<20OO
<20OO
<200O
<2000
<3000
<2000
180000
<2000
<2000
<2000
<2000
<2000
<2000
<2000
<2000
<2000
<2000
<2000
<5000
15000
<2000
<2000
< 2000
<2000
<2000
<2000
56000
1100
ReportDate: 9/24/2008 Page 11 of53
All analvses aoollcable to the CWA SDWA and RCRA are perfonned in accortlanca tD NELAC pratocols. Pertinent sampling infomraaon is locatedon the ^"=^^^9^^^^^^^
'TH ffr SL l^f,,,ive use ofthe addressee. Privileqes Of subsequent use of ttie name of this company or any member of its staff, or reproduction of ttiis report in connection wit
gindvert^ment proS^ sa^^^ orarP^durto^proc^sso^connection with tiie ^publicatiZof ^Is report fbr any purt^ose other tt^ for ^-^J]^^^,^^'^^^
Sr<^ntecl^msa?^X accepts no responsibility except for ttie due perfomiance of inspection and/or analvsis in oood faith and accorrtmr, to ihp n .i« n. ^. «H- =nH n.
la;
AMERICAN
WEST
ANALYTICAL
LABORATORIES
LabSamplelD: L86378-05A
Field Sample ID: GP-12 @ 15-20'
CoUected: 9/16/2008 10:55:00 AM
Received; 9/16/2008
Analysis Requested: 8260B/5030B
Analytical Results
Analyzed: 9/18/2008 1:55:00 PM
Haloeenated VOCs + MBTEXN by 8260B
Units = fig/L
Dilution Factor =
Compound
1000
Reporting Limit
Analytical
Result
463 West 3600 South
Salt Lake City, Utah
84115
Surr: l,2-Dichloroethane-d4
Surr: 4-Bromofluorobenzene
Sum Dibromofluoromethane
Surr; Toluene-d8
81-143
85-115
80-124
88-120
104
101
105
103
[phone]
I Free [phone]
Fax [phone]
[e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
ReportDate: 9/24/2008 Page 12 of 53
All joalvses applicable lo the CWA SDWA, and RCRA are perfonned in accordance to NELAC protocols. Pertinent sampling infomiation is located on the attached COC. This report is
nr Sled for the exclusive use of ttie addressee. PrivUeges of subsequent use of ttie name of Uiis company or any member of its staff, or reproduction of ttiis report in connection with
ttiKvertisement promotion or sale of any product or process, or in connection with ttie re-publication of ttiis report for any puipose other than for the addressee wnil be granted only
onWntact This rampany accepts no responsibility except for the due perfonnanee of inspection and/or analysis in good faith and according to ttie ojles ot the b-ade and of saence.
ORGANIC ANALYSIS REPORT
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 Sotitfa
Salt Lake City, Utah
84115
[phone]
Toll Free [phone]
Fax [phone]
mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocfaa
QA Officer
Client; Wasatch Environmental
Project ID: Quality Linen / 1076-006A
Lab Sample ED: L86378-06A
Field Sample ID: GP-12 @ 25-30'
CoUected: 9/16/2008 11:40:00 AM
Received: 9/16/2008
Analysis Requested: 8260B/5030B
Analytical Results
Contact: Rebecca Studenka
Analyzed: 9/18/2008 1:35:00 PM
Haloeenated VOCs + MBTEXN bv 8260B
Units = ^g/L
Dilution Factor = 100
Compound
1,1,1,2-Tetrachloroethane
1,1,1 -Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1 -Dichloro-1 -propene
1,1-Dichloroethane
1,1 -Dichloroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
l,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3 -D ichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroetfaylvinylether
Allyl chloride
Benzene
Benzyl chloride
Bis(2-chloroisopropyl)ether
Bromobenzene
Bromochloromethane
Reporting Limit
200
200
200
200
200
200
200
200
200
200
200
500
200
200
200
200
200
200
200
200
500
500
100
500
500
200
200
Analytical
Result
<200
<200
<200
<200
<200
<200
<200
<200
<200
<200
<200
<500
<200
<200
<200
<200
<200
<200
<200
<200
<500
<500
<100
<500
<500
<200
/ < 200
Report Date 9/24^2008 Page 13 of 53
All analvses aoDlicable to the CWA SDWA, and RCF?A are performed in accordance to NEUVC protocols. Pertinent sampling infbmiatian is located on ttie aUached COC This report 1;
•rovided for the exclusive use of ttie addressee. PrivUeges of subsequent use of the name of ttiis company or any member of its staff, or reproduction of this report in connectton wit
KteSei^t promotion or sale of any pnjdvict or process, or in connection with ttie re-publication of this report for^anypuipose ottwr ^an for theaddressee ^«ll_be g^^^^ ont
I nnniart Thie .-nmnanu ar-r-onfc nn rs»cnr(nc<haih/ avr^ant frtr tha Hi
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
I Free [phone]
Fax [phone]
awal@awai-labs. com
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Lab Sample ID; L86378-06A
Field Sample ID: GP-12 @ 25-30'
CoUected: 9/16/2008 11:40:00 AM
Received; 9/16/2008
Analysis Requested: 8260B/5030B
Aaalj^cal Results
Analyzed: 9/18/2008 1:35:00 PM
Haloeenated VOCs + MBTEXN by 8260B
Units = ng/L
Dilution Factor =
Compound
100
Bromodichloromethane
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
Ethylbenzene
lodomethane
Methyl tert-butyl ether
Methylene chloride
Naphthalene
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
Toluene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans l,4-Dichloro-2-butene
Xylenes, Total
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
Reporting Limit
200
200
500
200
200
200
200
300
200
200
200
200
200
200
200
200
200
200
200
200
200
500
200
200
200
200
200
200
200
200
100
Analytical
Result
<200
<200
<500
<200
< 200
<200
<200
<300
<200
5400
<200
<200
<200
<200
<200
<200
<200
<200
<200
<200
<200
<500
3400
<200
<200
<200
<200
<200
<200
1700
. < 100
ReportDate: 9/24/2008 Page 14 of53
All«alvses applicable to ttie CWA, SDWA, and RCRA are pertbmied in accordance to NELAC protocols. Pertinent sampling infoimation is located on the ?|?3'=hs'^5°^Il!ifJ^^°^JS
orBded for the exclusive use of the addressee. Privileges of subsequent use of ttie name of ttiis company or any member of its staff, or reproduction of this report in «nrve^ wm
MveiSent promotion or sale of any product or process, or in connection with ttie re-pubfication of ttils report for any purpose ottier ttian fbr ttie addressee wiU be gianted^ty
onSntacL THis comoanv acceots no resoonsibilitv exceot fbr the due nwfnrmsnro nf incnnrtinn anri/nr an=.i«i= in ^r^n f=i«, =.H ,^.HI„„ .- .H» -..«<•..' »= *, = ^
AMERICAN
WEST
ANALYTICAL
LABORATORIES
Lab Sample ED: L86378-06A
Field Sample ID: GP-12 @ 25-30'
Collected; 9/16/2008 11:40:00 AM
Received: 9/16/2008
Analysis Requested: 8260B/5030B
Analytical Results
Analyzed: 9/18/2008 1:35:00 PM
Haloeenated VOCs -i- MBTEXN by 8260B
Units = ng/L
DUution Factor =
Compound
100
Reporting Liniit
Analytical
Result
463 West 3600 South
Salt Lake City, Utah
84115
Surr: l,2-Dichloroethane-d4
Surr; 4-Bromofluorobenzene
Surr; Dibromofluoromethane
Surr: Toluene-d8
81-143
85-115
80-124
88-120
107
102
104
102
[phone]
Toil Free [phone]
Fax [phone]
mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Report Date: 9/24/2008 Page 15 of 53
I i-ow., »« tho r-in/A tjnWA anri RCRA are oerformed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. This report 1:
ToU
J
ORGANIC ANALYSIS REPORT
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
Free [phone]
Fax [phone]
[e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
CUent: Wasatch Environmental
Project ID: QuaUty Linen / 1076-006A
LabSamplelD: L86378-07A
Field Sample ID: GP-12 @ 35-40'
CoUected: 9/16/2008 1:00:00 PM
Received: 9/16/2008
Analysis Requested: 8260B/5030B
Analytical Results
Contact: Rebecca Studenka
Analyzed: 9/18/2008 1:15:00 PM
Haloeenated VOCs 4- MBTEXN by 8260B
Units = ng/L
DUution Factor = 10
Compound
1,1,1,2-Tetrachloroethane
1,1,1 -Trichloroethane
1,1,2,2-Tetrachloroethane
l,l,2-Trichloro-l,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1 -Dichloro-1 -propene
1,1 -Dichloroethane
1,1 -Dichloroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinylether
Allyl chloride
Benzene
Benzyl chloride
Bis(2-chloroisopropyl)ether
Bromobenzene
Bromochloromethane
Reporting Limit
20
20
20
20
20
20
20
20
20
20
20
50
20
20
20
20
20
20
20
20
50
50
10
50
50
20
20
Analytical
Result
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<50
<20
<20
<20
<20
<20
<20
<20
<20
<50
<50
<10
<50
<50
<20
< 20
Report Date: 9/24/2008 Page 16 of 53
AliMalvses aoollcable to the CWA SDWA, and RCRA are perfbnned in accordance to NELAC protocols. Pertinent sampling infonnation is located on the attactied COC. This report^
oXed for the exclusive use of ttie addressee. Privileges of subsequent use of ttie name of ttiis company or any member of its staff, or reproduction of ttiis report in connection wrth
ment oramotion or sale of any product or process, or in connection with tiie re-publication of this report for any purpose other ttian for the addressee will be granted only
?L1= ;in^n° nnr»n.. nn rpcnnnpihilih, »V^J.n» fnr th» ri,,» n»rfnnT,»nn» nf i„=™.ntinn =.nri;nr =n=lw«i= in nonri f=i.h =nri =n,-nrHinn In .ho n il^.^ nf .h„ ,r=Ho =.nW nf «-,»n.-.=
AllMa
P>W<
Ui|Bd' tti(_
AMERICAN
WEST
ANALYTICAL
LABORATORIES
Lab Sample ED: L86378-07A
Field Sample ED: GP-12 @ 35-40'
CoUected: 9/16/2008 1:00:00 PM
Received: 9/16/2008
Analysis Requested; 8260B/5030B
Analytical Results
Analyzed: 9/18/2008 1:15:00 PM
Haloeenated VOCs + MBTEXN by 8260B
Units = fig/L
DUution Factor =
Compound
10
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
Toll Free [phone]
Fax [phone]
mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Bromodichloromethane
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
Ethylbenzene
lodomethane
Methyl tert-butyl ether
Methylene chloride
Naphthalene
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
Toluene
trans 1,2-Dicfaloroethene
trans 1,3-Dichloropropene
trans l,4-Dichloro-2-butene
Xylenes, Total
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
Report DaiK 9/24/2008 Page 17 of 53
AMI „ ii„.,hio In mo rwa. qoWA. and RCRA are oerfbrtned in accordance to NELAC pratocols. Pertinent sampUng infomiation is located on the attached COC This report
^r™"rter^r ^^L^STsiTe^^se^^'e ad^tkSe Sg^l o?*Slqult^e^Uie name of tttis company or any member of its staff, or ^production of this report ,n conned^ w
tKfe,;°samtntr^rotion or'sale of/ny product or 'process, or in' connection with ttie re-publicatton of ttiis report 1o.^t^^;it^rJ^^f^^^ji^;^^..^t'^3j;i^.
on contact. This iomoanv accents no resoonsihiliW exceof fhr fho ri,». n«fhm,=.nno nf ,n,n=nt,nn ,nri,nr ,n,>.„
Reporting Limit
20
20
50
20
20
20
20
30
20
20
20
20
20
20
20
20
20
20
20
20
20
50
200
20
20
20
20
20
20
20
10
Analytical
Result
<20
<20
<50
<20
<20
<20
<20
<30
<20
410
<20
<20
<20
<20
<20
<20
<2G
<20
<20
<20
<20
<50
2500
<20
<20
<20
<20
<20
<20
240
< 10
wiH on^
AMERICAN
WEST
ANALYTICAL
LABORATORIES
LabSamplelD: L86378-07A
Field Sample ID: GP-12 @ 35-40'
CoUected: 9/16/2008 1:00:00 PM
Received: 9/16/2008
AnalysisRequested: 8260B/5030B
Analytical Results
Analyzed: 9/18/2008 1:15:00 PM
Haloseaated VOCs + MBTEXN bv 8260B
Units = }xg/L
DUution Factor =
Compound
10
Reporting Limit
Analytical
Result
463 West 3600 South
Salt Lake City, Utah
84115
Surr: l,2-Dichloroethane-d4
Surr: 4-Bromofluorobenzene
Surr: Dibromofluoromethane
Surr: Toluene-d8
81-143
S5-U5
80-124
88-120
103
101
105
102
D - This anafyte was obtained Jrom a 1:100 dilutiorL
[phone]
Free [phone]
Fax [phone]
[e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
ReportDate: 9/24/2008 Page 18 of 53
Ai^alvses aoDllcable to the CWA, SDWA. and RCRA are perfomied in accordance to NELAC protocols. Pertinent sampling infonnaflon is located on the attached COC This report E
orBded for the exclusive use of the addressee. Privileges of subsequent use of ttie name of ttiis company or any member of its staff, or reproduction of ttiis report in connection with
™MveibsemenT promotion or sale of any product or process, or in connection with the re-pubtication of mis report for any purpose other ttian for ttie addressee will be granted only thl
nn rnnf3f*.t This rnmnanu amPnts nn rpsnnnRihililv nvrpnt fnr the rii lo norfnrtnanno nf inonofHnn onri/nr sm^l./eta I rMtr^ri f-art*i -1 t»-i t¥>a n li^r- rtf tl nri f*f t-r^tianf-rt
AMERICAN
WEST
ANALYTICAL
LABORATORIES
Client: WasatchEnvironmental
ProjectID: QualityLinen/1026-006A
LabSamplelD: L86446-02A
Field SamplelD: GP-12 @ 45-50'
CoUected: 9/18/200811:05:00 AM
Received; 9/18/2008
AnalysisRequested: 8260B/5030B
Analytical Results
ORGANIC ANALYSIS REPORT
Contact: RebeccaStudenka
Analyzed: 9/24/2008 3:05 DO PM
Halogenated VOCs + MBTEXN by 8260B
463 West 3600 Soudi
Salt Lake City, Utah
84115
Units= ugL
DUutionFactor= 1
Compound
I
I
I
I
I
I
[phone]
ToU Free [phone]
Fax [phone]
mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
1,1,1,2-Tetrachloroethane
1,1,1-Trichloroethane
1,1,2,2-Tetrachloroethane
1, l,2-Trichloro-l,2,2-trifluoroethane
1,1,2-TrichlQroethane
1,1 -Dichloro-1 -propene
1,1 -Dichloroethane
1,1 -Dichloroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
l,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichioroetfaane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroetltylvinylether
AUylchloride
Benzene
Benzylchloride
B is(2-chloroisopropyl)ether
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
All analvses applicable to ttie CWA SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling infomiation is located on the attached COC This reportJB
otovided for the exclusive use of ttie addressee. Privileges of subsequent use of ttie name of ttiis company or any membar of its staff, or reproduction of ttiis report in connection w^
the advertisement promotion or sale of any product or process, or in connection 'with the re-publlcation of this report for any puipose other ftian for Uie addressee^wiU be granted oi^
oncontacL This ramoanv accents no resoonsihiliWexcenl fnr ths diwnArfnnriannA nfinonoHinn anri/nr =.n=h,ofc .., nnnri*,!ti, ™J-. ..„->-.u-„.i ".-.
ReportingLimit
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
1.0
5.0
5.0
2.0
2.0
2.0
2.0
5.0
Analytical
Result
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
< 2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<1.0
<5.0
<.5.0
<2.0
' <2.0
< 2.0
< 2.0
<5-0
ReportDate: 9/26/2008
•
Pags2ofl7 •
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
I Free [phone]
Fax [phone]
[e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
LabSamplelD; L86446-02A
FieldSamplelD: GP-12®45-50'
Collected: 9/18/200811:05:00AM
Received; 9/18/2008
AnalysisRequested: 8260B/5030B
Analytical Results
Analj^ed: 9/24/2008 3:05.00 PM
Haloeenated VOCs -i- MBTEXN by 8260B
Units = jigL
DilutionFactor= 1
Compound
Carbontetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
Ethylbenzene
lodomethane
Methyltert-butylether
Methylenechloride
Naphthalene
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
Toluene
trans 1,2-Dichloroethene
transl,3-Dichloropropene
trans 1,4-Dichloro-2-butene
Xylenes,Total
Trichlorofluoromethane
Trichloroethene
Vinylchloride
Surr: 1,2-Dichloroethane-d4
Sun-;4-Bromofluorobenzene
Surr:Dibromofluoromethane
Surr:Toluene-d8
ReportingLimit
2.0
2.0
2.0
2.0
3.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
1.0
81-143
85-115
80-124
88-120
Analytical
Result
<2.0
<2.0
<2.0
<2.0
<3.0
<2.0
45
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
150
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
14
1.8
126
98.4
110
98.2
The pH ofthe sample -was >2. Analysis was performed within the 7 day holding time.
Report Date: 9/26/2008 Page 3 of 17
All analyses applicable to ttie CWA SDWA and RCRA are perfomied in accordance to NELAC protocols. Pertinent sampling Information is located on the attached COC. This report is
Droifcd for ttie exclusive use of ttie addressee. Privileges of subsequent use of ttie name of ttiis company or any member of its staff, or reproduction of ttiis report in connection with
OieHvertisement promotion or sale of any product or process, or in connection witti Uie re-publication of this report tbr any purpose other ttian for Uie addressee will be granted only
All arali
proHei
OieHvi
on flnt itacL This company accepts no responsibaity except for ttie due performance of inspection and/or analysis in good faith and acconJina to the rtiies of Uie trade and of
.r^' •4
-M, ^
AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
SaltLakeCity, Utah 84115
[phone]
email: [e-mail]
Kyle F; Gross
Laboratory Director
Jose Rocha
QA Officer
ORGANIC ANALYSIS REPORT
Client: Wasatch Environmental
Project ID: Quality Linen / 1076-006A
Lab Sample ID: L88122-01A
Field Sample ID: GP-12 @ 60-65'
Collected: 12/16/2008 11:14:00 AM
Received: 12/16/2008
Analysis Requested:
Analytical Results
8260B/5030B
Contact: Rebecca Studenka
Analyzed: 12/23/2008 11:59:00 A
Haloeenated VOCs bv GC/MS 8260B
Units = |J.g/L
DUution Factor = 10
Compound Tech MDL
Reporting
Limit
Analytical
Result
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<50
<20
<20
<20
<20
<20
<20
<20
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
1,1,1,2-Tetrachloroethane
1,1,1 -Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1-Dichloro-1-propene
1,1 -Dichloroethane
1,1 -Dichloroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Diciilorobenzene
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
1.9
1.1
2
2.1
1.7
2
1.5
1.5
15
3.3
3.5
12
1.9
1.3
2.1
1.2
1.6
2.3
2.6
20
20
20
20
20
20
20
20
20
20
20
50
20
20
20
20
20
20
20
ReportDate: 12/29/2008 Page2 ofl0
All analyses applicable to tho CWA, SDWA, and RCRA aio performed in accordance to NELAC protocols. Pertinent sampling informadon is located on the anached COC. This report ia provided for the exclusive use of the addressee.
Privileges ofsubsequeniiise ofthe name of this company or any member of its staff, or reproduction of this repon in connection with the advertisemem, promotion or sale of any product or process, orin connection ^vilh the re-publication of
this report for any purpose other than for the addressee ^vill be granted only on contact This company accepts no responsibility e.\cept for the due pertormance of inspection and/or aniUysis tn good faith and according to the rules of the ttade
and of science.
fc
AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
SaltLakeCity, Utah 84115
[phone]
email: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
.ab Sample ID:. L88122-01A
Field Sample ID: GP-12 @ 60-65'
fcoUected: 12/16/2008 11:14:00 AM
%eceived: 12/16/2008
B^nalysis Requested:
Analytica] Results
8260B/5030B
I
f
Analyzed: 12/23/2008 11:59:00 A
Haloceeated VOCs bv GC/MS 8260B
nits = ng/L
Uution Factor
ompound
10
Tech MDL
Reporting
Limit
Analytical
Result
<20
<50
<50
<50
<50
<20
<20
<20
<20
<50
<20
<20
<20
<20
<30
<20
10
<20
<20
<20
<20
<20
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
J
u
u
u
u
u
2,2-Dichloropropane
^-Chloroethylvinyiether
Buiyl chloride
Benzyl chloride
«is(2-chloroisopropyl)ether
Bromobenzene
ftromochloromethane
Bromodichloromethane
ftromoform
Bromomethane
t arbon tetrachloride
Uorobenzene
^hloroethane
^^hloroform
^hloromethane
Rhloroprene
cis 1,2-Dichloroethene
|is 1,3-Dichloropropene
Dibromochloromethane
dibromomethane
Dichlorodifluoromethane
•Ddomethane
I
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF -
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
2.1
10
5.3
25
13
1.2
2.7
2.1
4.4
3
1.5
0.9
3
2.4
6.8
1.4
3.3
1.6
2
1.1
2.2
1.8
20
50
50
50
50
20
20
20
20
50
20
20
20
20
30
20
20
20
20
20
20
20
ReportDate: 12/29/2008 Page3 of 10
1^1 analyses applicable to the CWA. SDWA, and RCRA are performed in accordance to NELAC protocols. Pentnent sampling information is located on the anached COC This report is provided for the exclusive use of die addnsseoL
[rivileges ofsubsequenluseof die name of this company or any member of its stafC or reproduction of this report in connection with the advertisemciu. promotion or sale of any product or process, or in connecQon with die ro-publicanon of
[tis report for any purpose other than forthe addressee will be granted onty on contact. This company accepts no responsibility excepi for the due performaruia of inspection aiul/or analysis in good faith and according to dio rules of the trade
Hid of science.
AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
Salt Lake City, Utah 84115
[phone]
email: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA OfFicer
Lab Sample ID: L88122-01A
Field Sample ID: GP-12 @ 60-65'
Collected: 12/16/2008 11:14:00 AM
Received: 12/16/2008
Analyzed: 12/23/2008 11:59:00 A
Analysis Requested:
Analytical Results
8260B/5030B
Haloeenated VOCs bv GC/MS 8260B
Units - [ig/L
Dilution Factor = 10
Compound fech
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
MDL
2.5
2.6
2.6
3.8
1.8
1.6
1
3.3
1
1.1
. 1.6
0
0
0
0
Reporting
Limit
20
20
20 .
50
20
20
20
20
20
20
10
81-143
85-115
80-124
88-120
Analytical
Result
<20
<20
<20
<50
20
<20
<20
<20
<20
<20
<10
• 113
95.8
98.3
103
U
U
u
u
J
u
u
u
u
u
u
Methylene chloride
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans 1,4-Dichloro-2-butene
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
Surr: 1,2-Dichloroethane-d4
Surr: 4-Bromofluoroben2ene
Surr: Dibromofluoromethane
Surr: Toluene-dS
The pH ofthe sample was >2. Analysis was performed within the 7 day holding time.
U- This flag indicates the compotmd was analyzed for but not detected above the MDL.
J - Estimated value between the MDL and the reporting limit (PQL). Results are accurate to one significant
figure.
The reporting limits were raised due to sample matrix interferences.
ReportDate: 12/29/2008 P£:ge4ofl0
All analyses applicable to the CWA; SDWA, and RCRA are performed in accordance to NELAC protocols. Perdnent sampling inibrmation is located on the attached COC. This repon is provided for the exclusive use of the addressee.
Privileges of subsequent use ofthe name of this company or any member of its staff, or reproduction of this reportin cormection wilh the advetusement, promotion or side of any produci or process, orin connection with tho re-publication of
this repon for any purpose odier diah forthe addressee will be granted only on contact This company accepts no responsibility excepi for the duo penormancc ofinspecuonantl/or anaJysis in good failh and according to the nde:i of the trade
andofscienceL
I
B
I
I
I
I
I
I
ORGANIC ANALYSIS REPORT
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
Fax [phone]
Qa^ [e-mail] sag:
I
I
I
I
I
I
I
I
I
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Client: Wasatch Environmental
Project ID: Quality Linen / 1076-006A
Lab Sample ID: L86378-08A
Field Sample ID: GP-13 @ 5-15'
Collected: 9/16/2008 2:20:00 PM
Received: 9/16/2008
Analysis Requested: 8260B/5030B
Analytical Results
Contact: Rebecca Studenka
Analyzed: 9/17/2008 4:55:00 AM
Haloeenated VOCs -i- MBTEXN by 8260B
Units = iig/L
Dilution Factor =
Compound
1,1,1,2-Tetrachloroethane
1,1,1 -Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-l,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1 -Dichloro-1 -propene
1,1 -Dichloroethane
1,1 -Dichloroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3 -Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinylether
Allyl chloride
Benzene
Benzyl chloride
Bis(2-chloroisopropyl)ether
Broraobenzene
Bromochloromethane
Reporting Limit
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
1.0
5.0
5.0
2.0
2.0
Analytical
Result
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
< 2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<1.0
<5.0
<5.0
<2.0
< 2.0
Report Dati:: 9/24/2008 Page 19 of 53
Aiteialvses aoollcable to ttie CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling infonnation is located on the attached COC This report is
Hied f7r the exclusive use of the addressee. Privileges of subsequent use of the name of this oompany or any member erf ite steff^ojreproducam^^ ^""^^f!J 'H^. M|gia
prSfi
th'^' t^hadvertlsement, promotion or sale of any product or process, or in connection with the re-pubncation of this report for any puipose other than for ttie addressee win^e granted only
Sintart Thii rnmnanu arrfinhe nn rpjsnnnsihilitv PYrnnt fnr
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
Toll Free [phone]
Fax [phone]
mail: [e-mail]
Kyle F- Gross
Laboratory Director
Jose Rocha
QA Officer
Lab Sample ID: L86378-08A
Field Sample ID: GP-13 @ 5-15'
Collected: 9/16/2008 2:20:00 PM
Received: 9/16/2008
Analysis Requested: 8260B/5030B
Analytical Results
Units = fig/L
DUurion Factor = 1
Compound
Bromodichloromethane
Bromofonn
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
Ethylbenzene
lodomethane
Methyl tert-butyl ether
Methylene chloride
Naphthalene
o-Chioroto luene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
Toluene
trans 1,2-Dichloroeliiene
trans 1,3-Dichloropropene
trans l,4-Dicliloro-2-butene
Xylenes, Total
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
1
9
I
Analyzed: 9/17/2008 4:55:00 AM
Haloeenated VOCs
Reporting Limit
2.0
2.0
5.0
2.0
2.0
2.0
2.0
3.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
1.0
1
-f MBTEXN bv 8260B B 1
Analytical _
Resuh . m
<2.0
<2.o m
<5.0 1
< 2.0
<2.0 Jl
<2.0 .
< 2.0 «
< 3.0 B
< 2.0
2.2 <•
< 2.0 • i
<2.0
<2.0 '•
<2.0
<2.0 m
<2.0 'I
<2.0
< 2.0 •
< 2.0 W
<2.0
<2.0 •
<5.0
<2.0 m
<2.0 8
<2.0
<2.0 •
<2.0 "
<2.0 -
< 2.0 . 1
<2.0
ReportDate: 9/24/2008 Page 20 of53 '||
me advertisement promotion or sale of any product or process, or in connection with the re-publlcatlon of this report fbr^anyjiuipose <
on cnntacf. Thta mmnanu ac7™nt?s no rPsnnnfsihilih/ ^^^.^nt for ih= ,*...> norf,..™.^^-., «* ,..,.,„„..- >•
Toll
AMERICAN
WEST
ANALYTICAL
LABORATORIES
Lab Sample ID: L86378-08A
Field Sampie ID: GP-13 @ 5-15'
CoUected: 9/16/2008 2:20:00 PM
Received: 9/16/2008
Analysis Requested: 8260B/5030B
Analytical Results
Analyzed: 9/17/2008 4:55:00 AM
Haloeenated VOCs + MBTEXN bv 8260B
Units = ng/L
DUution Factor =
Corapound
1
Reporting Limit
Analytical
Result
463 West 3600 South
Salt Lake City, Utah
84115
Surr: l,2-Dichloroethane-d4
Surr: 4-Broraofluorobenzene
Surr: Dibromofluoromethane
Surr: Toluene-d8
81-143
85-115
80-124
88-120
139
107
118
92.8
[phone]
Free [phone]
Fax [phone]
[e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
ReportDate: 9/24G008 Page21 of53
ASLanalvses aoDlicable to the CWA SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling infomiation is locatea on the attached COC Tliis report is
ojided for the exclusive use of the addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connexion with
SMdvertisement promotion or sale of any product or process, or in connecUon with the re-publication of this report tor any puipose other than for the addressee will be granted tinly
MiteS. This ;:oZry accepts no responsibility ex^pt for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
ORGANIC ANALYSIS REPORT
AMERICAN
WEST
ANALYTICAL
LABORATORIES
Client: Wasatch Environmental
Project ID: QuaUty Linen / 1076-006A
Lab Sample ED: L86378-09A
Field Sample ID: GP-13 @ 5-15' dup
Collected: 9/16/2008 2:20:00 PM
Received: 9/16/2008
Analysis Requested: 8260B/5030B
Aaalytical Results
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
Toll Free [phone]
Fax [phone]
mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Contact: Rebecca Studenka
Analyzed: 9/17/2008 5:20:00 AM
Haloeenated VOCs -l- MBTEXN bv 8260B
Units = fxg/L
Dilution Factor =
Compound
1,1,1,2-Tetrachloroethane
1,1,1-Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-triauoroethane
1,1,2-Trichloroethane
1,1 -D ichloro-1 -propene
i, 1 -Dichloroethane
1,1 -D ichioroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinylether
Allyl chloride
Benzene
Benzyl chloride
Bis(2-chloroisopropyl)ether
Bromobenzene
Bromochloromethane
Reporting Limit
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
LO
5.0
5.0
2.0
2.0
Analytical
Result
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<1.0
<5.0
<5.0
<2.0
' <2.0
ReportDate: 9/24/2008 Pagc22of53
All analvses applicable to the CW^ SDWA, and RCRA are perfomied in accordance to NELAC protocols. Pertnent sampling infomiation Is located on the attached COC. This report
orovided tor the exclusive use of the addressee. Privileges of subsequent use of the name of this oompany or any member of its staff, or reproduction of this report in connecton w
Sle advertisertient, promotion or sale of any product or process, or In connection with the re-publication of this reportjor^any^purpose^ther *^n for theadd^^^^^
I
I
I
I
I
I
I
I
AMERICAN
WEST
ANALYTICAL
LABORATORIES
Lab Sample ID: L86378-09A
Field Sampie ID: GP-13 @ 5-15' dup
Collected: 9/16/2008 2:20:00 PM
Received: 9/16/2008
Analysis Requested: 8260B/5030B
Analytical Results
Analyzed: 9/17/2008 5:20:00 AM
Haloeenated VOCs -i- MBTEXN by 8260B
Units = fig/L
DUution Factor = 1
Compound
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
Toll Free (888) 263-S686
Fax (SOl) 263-8687
[e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA OfScer
Bromodichtoromethane
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-DichJoroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
Ethylbenzene
lodomethane
Methyl tert-butyl ether
Methylene chloride
N^hthalene
o-Chlorotoluene
p-Chloroto luene
Pentachloroethane
Tetrachloroethene
Toluene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans l,4-Dichloro-2-butene
Xylenes, Total
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
I
I
I
I
I
I
f
I
I
All —ah^ses applicable to the CWA, SDWA, and RCRA are performed in accortlanoe to NELAC protocols. Pertinent sampling infoim^on is located on the ?^=''ed COa TTiia (^ort is
oroKd f^r ttie Ssive use. of the addressee. Privileges of subsequent use of the name of this company or any member of its staff, or r^roductlon of th= report in connecton wm
SieKettisemenTpromotion or sale of any pnjduct or process, or in connection with the reiJUbUcation of this report tor any pun^ose other than for the addressee wiU be granted only
Reporting Limit
2.0
2.0
5.0
2.0
2.0
2.0
2.0
3.0
2-0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
1.0
Analytical
Result
<2.0
<2.0 .
<5.0
<2.0
<2.0
<2.0
<2.0
<3.0
<2.0
2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
, < 1.0
ReportDate; 9/24/2008 Page23 of53
AJVIERICAN
WEST
ANALYTICAL
LABORATORIES
Lab Sample ID: L86378-09A
Field Sample ID: GP-13 @ 5-15' dup
Collected: 9/16/2008 2:20:00 PM
Received: 9/16/2008
Analysis Requested: 8260B/5030B
Analytical Results
Analyzed: 9/17/2008 5:20:00 AM
Halogenated VOCs + MBTEXN by S260B
Units = jig/L
Dilution Factor =
Compound
1
Reporting Limit
Analytical
Result
463 West 3600 South
Salt Lake City, Utah
84115
Surr: l,2-Dichloroethane-d4
Surr: 4-Bromofluorobenzene
Surr: Dibromofluoromethane
Surr: Toluene-d8
81-143
85-115
80-124
88-120
140
106
118
92.1
[phone]
Toll Free [phone]
Fax [phone]
mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
ReportDate: 9/24/2008 Page:'.4of53
All analvses aoDlicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC prolocols. Pertinent sampling infoimation Is located on the attached COC. ThisreportM
m^^ed tor the Ssive use of the addressee. Privileges of subsequent usa of the name of Ihls company or any member of ils staff, or reproduction of this report in ™nnedion ^
ttiTIdvbrtLmem promotion or sale of any product or process, or in connecUon with the re-publloation of this report for any purpose other than for the addressee^will be granted ar«
on mntart This rnmnanu arrnnK nn re^nrinoiKilih/ ovronl fnr th«> fit^ r.orfnr™=„oo -.f ;,.e„aoHnr. onW/^r ^o^i..-i -i *-.«.^-.4 — - •
na
[phone]
Toll Free [phone]
Fax [phone]
[e-mail]
ORGANIC ANALYSIS REPORT
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Client: Wasatch Environmental
ProjectID: Quality Linen/ 1076-006A
Lab Sample ID: L87842-07A
Field Sample ID: GP-13 @ 15-20'
CoUected: 12/2/2008 3:30:00 PM
Received: 12/2/2008
Analysis Requested: 8260B/5030B
Analytical Results
Contact: Rebecca Studenka
Units = |ig/L
Dilution Factor =
Corapound
,1,1,2-Tetrachloroethan6
, 1,1-Trichloroethane
, 1,2,2-Tetrachloroethane
, 1,2-Trichloro-1,2,2-trifluoroethane
, 1,2-Trichloroethane
,1-Dichloro-1-propene
, 1 -Dichloroethane
, 1 -Dichloroethene
,2,3-Trichlorobenzene
,2,3-Trichloropropane
,2,4-Trichlorobenzene
,2-Dibrorao-3-chloropropane
,2-Dibroraoethane
,2-Dichlorobenzene
,2-Dichloroethane
,2-Dichloropropane
,3-Dichlorobenzene
,3-Dichloropropane
,4-Dichlorobenzene
2,2-DichlGropropane
2-Chloroethylvinylether
Allyl chloride
Benzyl chloride
Bis(2-cliloroisopropyl)ether
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
Analyzed: 12/9/2008 4:43:00 PM
Halosenated VOCs bv GC/MS 8260B
Reporting Limit
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0 .
2.0
2.0
5.0
5.0
5.0
5.0
2.0
2.0
2.0
2.0
5.0
/^alytical
Result
<2.0
•<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
< 5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<5.0
<5.0
<2.0
<2.0
<2.0
<2.0
<5.0
ReportDate: 12/10/2008 Page 17 of30
^iBalyses applicable to the CWA. SDWA, and RCRA are performed in accordance to NEUSiC protocols. Pertinent sampling information is located on the attached COC. This report is
r^ed for the exclusn/e^use of the addressee.^ Privileges of subsequent use of the name of fhis company or any member of its staff, or reproduction of this report in connection with
AMERICAN
WEST
ANALYTICAL
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
Toll Free [phone]
Fax [phone]
-mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
LabSamplelD: L87842-07A
Field Sample ID: GP-13 @ 15-20'
Collected: 12/2/2008 3:30:00 PM
Received: 12/2/2008
Analysis Requested: 8260B/5030B
Analytical Results
Units = ng/L
DUution Factor = 1
Compound
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
D ibromomethane
Dichlorodifluoromethane
lodomethane
Methylene chloride
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans l,4-Dichloro-2-butene
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
Surr: l,2-Dichloroethane-d4
Surr: 4-Bromofluorobenzene
Surr: Dibromofluoromethane
Surr: Toluene-d8
The pH ofthe sample was >2. Analysis was
Analyzed:
1
1
12/9/2008 4:43:00 PM*
1
Halogenated VOCs by GC/MS"§26m
I
Analytical
Reportmg Limit
2.0
2.0
2.0
2.0
3.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
1.0
81-143
85-115
80-124
88-120
performed within the 7 day holding time
Result ^
<2.0 •
< 2.0
< 2.0 1
<2.0
O.O m
<2.0 1
3.6
< 2.0 1
<2.0 .
<2.0 g
< 2.0 1
<2.0
<2.0 1
< 2.0 •
<2.0 ^
<5.0 .|
< 2.0
<2.0 I
< 2.0 "
<2.0 _
<2.0 • ••
<2.0
<i.o, m
102 •
100
99.9 •
98.0
Repon Date: 12/10/2008 Page 18 of 30
All analyses applicable to the CWA. SDWA, and RCRA are perfomied in accordance to ivlELAC protocols. Pertinent sampling information is located on ihe attached COC. This report
provided for the exclusive use of the addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection wl JW
I ORGANIC ANALYSIS REPORT
I
I
AMERICAN
WEST
ANALYTICAL
LABORATORIES
Client: WasatchEnvironmental
Project ID: Quality Linen / 1076-006A
LabSamplelD: L86378-10A
Field Sample ID: GP-14 @ 5-15'
CoUected: 9/16/2008 2:50:00 PM
Received: 9/16/2008
AnalysisRequested: 8260B/5030B
Analytical Results
Contact: Rebecca Studenka
Analyzed: 9/17/2008 2:50:00 AM
Halogenated VOCs -t- MBTEXN bv 8260B
1463 West 3600 South
Salt Lake City, Utah
84115
I
" [phone]
ToU Free [phone]
J Fax [phone]
[e-mail]
Units = |ig/L
DUution Factor =
Compound Reporting Limit
Analytical
Result
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
1,1,1,2-Tetrachloroethane
1,1,1 -Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1 -Dichloro-1 -propene
1,1-Dichloroethane
1,1 -Dichloroethene
1,2,3-Trichlorobenzene
1,2,3 -Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-chioropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinylether
Allyl chloride
Benzene
Benzyl chloride
B is(2-chloroisopropyf)ether
Bromobenzene
Bromochloromethane
I
I
I
I
I
I
I
I
I
All-iaalvses applicable to the CWA, SDWA, and RCRA are pertbmied in acconlance to NELAC pratocols. Pertinent sampling infbrmation is located on the attached COC. This reportis
ojEd f^r ttie Sive use of the addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproducHor. of tte report m «™e^ wtti
**ertteement promotion or sale of any product or;roces3, or in connection with ttie ^e^,ublicaflon of ttiis report ibr^any purt^ose other than for the addressee wiU be granted only
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
1.0
5.0
5.0
2.0
2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
2.2
<5.0
<5.0
<2.0
V <2.0
ReportDate; 9/24/2Q08 Page25 of 33
"ntaiH" Thie /*nninanu arronf*: nn r
AMERICAN
WEST
ANALYTICAL
LABORATOEUES
Lab Sample ID: L86378-10A
Field Sample ID: GP-14 @ 5-15'
Collected: 9/16/2008 2:50:00 PM
Received: 9/16/2008
Analysis Requested: 8260B/5030B
Ajialytical Results
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
Fax [phone]
mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Units = Ug/L
Dilution Factor =
Compound
Bromodichloromethane
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dicfaloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
Ethylbenzene
lodomethane
Methyl tert-butyl ether '
Methylene chloride
Naphthalene
o-Chlorotoluene
p-Chloroto luene
Pentachloroethane
Tetrachloroethene
Toluene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans L4-Dichloro-2-butene
Xylenes, Total
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
Analyzed: 9/17/2008 2:50:00 AM
Halosemated VOCs 4- MBTEXN bv 8260B
Reporting Limit
2.0
2.0
5.0
2.0
2.0
2.0
2.0
3.0
2.0
40
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
1.0
Analytical
Result
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<3.0
<2.0
1200
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
4.7
7.9
19
<2.0
<2.0
4.0
<2.0
49
20
D
ReportDate: 9/24/2008 Page26 of 53
Toll
lagj
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
Free [phone]
Fax [phone]
[e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
LabSamplelD: L86378-10A
Field Sample ID: GP-14 @ 5-15'
CoUected: 9/16/2008 2:50:00 PM
Received: 9/16/2008
Analysis Requested: 8260B/5030B
Analytical Results
Analyzed: 9/17/2008 2:50:00 AM
Haloaesiated VOCs + MBTEXN by 8260B
Units = ng/L
Dilution Factor =
Compound
1
Reporting Limit
Analytical
Result
Surr: l,2-Dichloroethane-d4
Surn 4-Bromofluorobenzene
Surr; Dibromofluoromethane
Surr: Toluene-d8
81-143
85-115
80-124
88-120
137
103
115
93.S
The pH ofthe sample was >2. Anatysis was performed within the 7 day holding time.
D - This analyte was obtained from a 1:20 dilution.
ReportDate: 9/24/2008 Page27of53
All «jalvses aoolicable to the CWA, SDWA and RCRA are perfomied in accordance to NELAC protocols, pertinent sampling infomiation Is located on the attached COC Tins report is
•rilled for the exclusive use of Uie addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproductton of this report in connedjon witti
thSrfvertlsement promotion or sale of any product or process, or in connection wth the re-publication of this report for any puipose other than for the addressee will be granted only
onWntact This comoanv accepts no responsibility exceot for the due perfomiance of insoection and/or analvsis in oood faith and accordina to the rules of the trade and of science.
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
Toll Free [phone]
Fax [phone]
-mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
ORGANIC ANALYSIS REPORT
Client: WasatchEnvironmental Contact:
Project ID: QuaUty Linen - 1076-006A
Lab Sample ID: L87799-01A
Field Sample ID: GP-14 @ 15-20'
Collected: 12/1/2008 2:20:00 PM
1
Rebecca Studenka • 1
1 1
Received: 12/1/2008 Analyzed: 12/7/2008 12:03:00 A •
AnalysisRequested: 8260B/5030B .
Analytical Results Haloeenated VOCs bv GC/MS 8260B |
Units = \ig/L
DUution Factor = 1
Compound Reporting Limit
1,1,1,2-TetrachIoroethane 2.0
1,1,1-Trichloroethane 2.0
1,1,2,2-Tetrachloroethane 2.0
1,1,2-Trichloro-1,2,2-trifluoroethane 2.0
1,1,2-Trichloroethane 2.0
1,1-Dichloro-1-propene 2.0
1,1 -Dichloroethane 2.0
1,1-Dichloroethene 2.0
1,2,3-Trichlorobenzene 2.0
1,2,3-Trichloropropane 2.0
1,2,4-Trichloro benzene 2.0
1,2-Dibromo-3-chloropropane 5.0
1,2-Dibromoethane 2.0
1,2-Dichlorobenzene 2.0
1,2-Dichloroethane 2.0
1,2-Dichloropropane 2.0
1,3-Dichlorobenzene 2.0
1,3-Dichloropropane 2.0
1,4-Dichlpro benzene 2.0
2,2-Dichloropropane 2.0
2-Chloroethylvinyiether 5.0
AUylchloride 5.0
Benzyl chloride 5.0
Bis(2-chloroisopropyl)ether 5.0
Bromobenzene 2.0
Bromochloromethane 2.0
Broraodichloromethane 2.0
Bromoform 2.0
Bromomethane 5.0
Analytical . •
Result •
<2.o m
<2.0 •
• <2.0
< 2.0 1
<2.0
<2.0 • . m
< 2.0 «
12
<2.0 1
< 2.0 '
<2.0 ^
<5.0 1
<2.0
<2.0 •
< 2.0 •
<2.0 m
< 2.0 ,|
<2.0
< 2.0 >
<2.0 •
<5.0 ^
< 5.0 1
< 5.0
<5.0 •
<2.0 •
<2.0
<2.0 1
<2.0
< 5.0 •
ReportDate: 12/9/2008 Page 2 ofi
All analyses applicable to the CWA, SDWA, and RCRA are perfonned in accordance to NELAC protocols. Pertinent sampling infomiation is located on the attached CQC. This report ll
provided for the exclusive use of the addressee. Pnvileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection witP
the advertisement, oromotinn nr.•sale of anw nrnriii.~t ^r nr/>,.=oo ».._ a—..^^,.,1., ..
m;
[phone]
ToU Free [phone]
Fax [phone]
awal@awal- labs. com
AMERICAN
WEST
ANALYTICAL
LABORATORIES'
463 West 3600 South
Salt Lake City, Utah
84115
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Lab Sample ID: L87799-01A
Field Sample ID: GP-14 @. 15-20'
Collected: 12/1/2008 2:20:00 PM
Received: 12/1/2008
Analysis Requested: 8260B/5030B
Analytical Results
Units = ft g/L
DUution Factor = 1
Compound
Carbon tetrachloride
(Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
D ichloro difluoro methane
lodomethane
Methylene chloride
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans 1,4-Dichloro-2-butene
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
Surr: 1,2-Dichloroethane-d4
Surr: 4-Bromofluorobenzene
Surr: Dibromofluoromethane
Surr: Toluene-d8
Analyzed: 12/7/2008 12:03:00 A
Halogenated VOCs bv GC/MS 8260B
Reporting Limit
2.0
2.0
2.0
2.0
3.0
2.0
200
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
100
81-143
85-115
80-124
88-120
Analytical
Result
<2.0
<2.0
<2.0
<2.0
<3.0
<2.0
6700
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
150
<2.0
<2.0
<2.0
<2.0
380
102
100
98.0
97.3
D - This analyte was obtained from a 1:100 dilution.
D
D
ReportDate; 12/9/2008 Page3 of5
AlMalyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling infomiation is located on the attached COC. This report is
pimiad for fhe exclusive use of the addressee. Privileges of subsequent use of ihe name of fhis company or any member of its staff, or reoroduction of this reoort in connection with
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
Fax [phone]
-mail: [e-mail]
Kyle F, Gross
Laboratory Director
Jose Rocha
QA Officer
ORGANIC ANALYSIS REPORT
Client: Wasatch Environmental
ProjectID: Quality Linen / 1076-006A
Lab Sample ID: L87877-01A
Field Sample ID: GP-14 @ 25-30'
Collected: 12/3/2008 9:50:00 AM
Received: 12/3/2008
Analysis Requested: 8260B/5030B
Analytical Results
Linits = ft g/L
DUution Factor = 1
Compound
1,1,1,2-TetrachIoroethane
1,1,1 -Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-triQuoroethane
1,1,2-Trichloroethane
1,1 -Dichloro- l-piropene
1,1 -Dichloroethane
1,1 -Dichloroethene
1,2,3-Trichlorobenzene
1,2,3 -Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichioroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2 -Chloroethy Ivinylether
Allyl chloride
Benzyl chloride
Bis(2-chloroisopropyl)ether
Bromobettzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
SDWA, and RCRA are performed in accordance to NELAC protc
Contact:
i
Rebecca Studenka M
wt
1
m
^
Analyzed: 12/8/2008 2:47:00 PM '•
_
Halogenated VOCs by GC/MS 8260B^
Reporting Limit
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
5.0
5.0
2.0
2.0 /
2.0
2.0
5.0
cols. Pertinent sampling infonnation is
Analytical |
Result
<2.0 1
<2.0
<2.o m
<2.0 1
<2.0
<2.0 1
< 2.0
<2.0 •
<2.0 1
< 2.0
<2.0 •
< 5.0 •
<2.0 -
<2.0 1
<2.0
<2.0 .J
<2.0 "
<2.0
<2.0 1
<2.0
<5.o , m
<5.0 "
<5.0
<5.0 I
< 2.0
< 2.0 m
<2.o . m
<2.0
<5.0 1
ReportDate: 12/10/2008 Page2 of26
located on the attached COC. This report iS All analyses applicable to the C
provided for the exclusive use of the addressee. Privjipnp.'s nf snhaonnont
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
Fax [phone]
i [e-mail]
Kyle F. Gross
Laboratory Director
. Jose Rocha
QA Officer
LabSamplelD: L87877-01A
Field Sample ID: GP-14 @ 25-30'
Collected: 12/3/2008 9:50:00 AM
Received: 12/3/2008
Analysis Requested; 8260B/5030B
Analytical Results
Analyzed: 12/8/2008 2:47:00 PM
Halogenated VOCs bv GC/MS 8260B
Units = ng/L
DUution Factor = 1
Compound
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
lodomethane
Methylene chloride
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans l,4-Dichloro-2-butene
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
Surr: 1,2-Dichloroethane-d4
Surr: 4-Bromofluorobenzene
Surr: Dibromofluoromethane
Surr: Toluene-d8
Reporting Limit
2.0
2.0
2.0
2.0
3.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
1.0
81-143
85-115
80-124
88-120
Analytical
Result
<2.0
<2.0
<2.0
<2.0
<3.0
<2.0
2.1
<2.0
<2.0
<2.0.
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<l.O
122
101
108
97.1
The pH ofthe sample was >2. Analysis -was performed within the 7 day holding time.
ReportDate: 12/10/2008 Page3 of26
lalyses applicable to the CWA, SDWA, and RCRA are perfomied in accordance to NELAC protocols. Pertinent sampling infomnation is located on the attached COG. This report is
ied for the exclusive use of the addressee. Privileges of subsequent use of the name of ttiis company or any member of its staff, or reproduction of this report in connectton witti
ORGANIC ANALYSIS REPORT
AMERICAN
WEST
ANALYTICAL
LABORATORIES
Client: Wasatch Environmental
Project ID: Quality Linen / 1076-006A
Lab Sample ID: L86378-11A
Field Sample ID: GP-15 @ 5-15'
Collected: 9/16/2008 3:30:00 PM
Received: 9/16/2008
AnalysisRequested: 8260B/5030B
Analytical Results
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
Fax [phone]
mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Contact: Rebecca Studenka
Analyzed: 9/17/2008 5:45:00 AM
Halogenated VOCs + MBTEXN bv 8260B
Units = (ig/L
Dilution Factor = 1
Compound
1,1,1,2-Tetrachloroethane
1,1,1 -Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1 -Dichloro-1 -propene
1,1 -Dichloroethane
1,1 -D ichioroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropaae
1,2,4-Trichlorobenzene
l,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chlproethylvinylether
AUyl chloride
Benzene
Benzyl chloride
Bis(2-chloroisopropyl)ether
Bromobenzene
Bromochloromethane
Reporting Limit
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
1.0
5.0
5.0
2.0
2.0
Analytical
Result
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<;2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
13
<5.0
<5.0
<2.0
<2.0
ReportDate: 9/24/2008 Page28 of33
ttie advertisement, promotion or sale of any product or process, or in connection v/ith the re-pubUcation of ttiis report for any purpose
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
(SOl) 263-8686
1 Free [phone]
Fax [phone]
awal@awal-labs. com
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
LabSamplelD: L86378-11A
Field Sample ID: GP-15 @ 5-15'
Collected: 9/16/2008 3:30:00 PM
Received: 9/16/2008
Analysis Requested: 8260B/5030B
Analytical Results
Analyzed: 9/17/2008 5:45:00 AM
Halogenated VOCs + MBTEXN bv 8260B
Units = ng/L
DUution Factor = 1
Compound
Bromodichloromethane
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
CWoroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
Ethylbenzene
lodomethane
Methyl tert-butyl ether
Methylene chloride
Naphthalene
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
Toluene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans l,4-Dichloro-2-butene
Xylenes, Total
Trichlorofluoromethane
Trichloroethene
Vinylchloride
Reporting Lirait
2.0
2.0
5.0
2.0
2.0
2.0
2.0
3.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
1.0
Analytical
Result
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<3.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
2.2
<2.0
<2.0
<2.0
3.1
<2.0
<2-0
<5.0
16
14
<2.0
<2.0
<2.0
6.6
<2.0
<2.0
/ <1.0
ReportDate: 9/24/2008 Page29of53
All analvses aoollcable to the CWA SDWA, and RCRA are perfomied in accorclanca to NELAC pnJtocols. Pertinent sampling infomnation Is located on Uie attached COC, This report is
•rSEd for the eiwlusive use of th'e addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of ttiis report in connecton with
fhSvertisenient promolion or sale of any product or process, or in connection v«th the re-publication of this report tor any purpose oUier than tor the ad£lresse_e^VHll bejrantB3_only
anmitact. This comoanv accents no resDonsihilitv BYrpnt fnr tho Him n^nrmanro nf m<=nort;nn =.nri;nr ^„=h,..» ... ^r,„H f=.*K ,~J , i— - •
Lab Sampte ID: L86378-1 IA
Field Sample ID: GP-15 @ 5-15'
CoUected: 9/16/2008 3:30:00 PM
Received: 9/16/2008
AnalysisRequested: 8260B/5030B
AMERICAN
WEST Analytical Results
ANALYTICAL ""
Analyzed: 9/17/2008 5:45:00 AM
Halogenated VOCs + MBTEXN by 8260B
LABORATORIES Units-^ig/L
Dilution Factor =
Compound
1
Reporting Limit
Analytical
Result
463 West 3600 South
Salt Lake City, Utah
84115
Surr: l,2-Dichloroethane-d4
Surr: 4-Bromofluorobenzene
Surr: Dibromofluoromethane
Surr: Toluene-d8
81-143
85-115
80-124
88-120
143
103
119
93.8
The pH Cff the sample was >2. Analysis was performed within the 7 day holding time.
[phone]
ToU Free [phone]
Fax [phone]
mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
ReportDate: 9/24/2008 Page30of53
All analvses aoolicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling infomiation Is located on ttie attached CCC This re
orovided for the exclusive use of the addressee. Privileges of subsequent use of ttie name of this company or any member of Its staff, or reproductton of this report in P°nnecbon
fhTadveresemenrpvomotion or sate of any product or process, or in connection ™th ttie re-publication of this report for anypurpose o«|lf_*anJor*eaddi^ee wil be granted
on wH
3doiS
ORGANIC ANALYSIS REPORT
AMERICAN
WEST
" ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
. Free [phone]
Fax [phone]
[e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Client: Wasatch Enviromnental
ProjectID: Quality Linen / 1076-006A
LabSamplelD: L86378-12A
Field Sample ID: GP-15 @ 5-15' dup
CoUected: 9/16/2008 3:50:00 PM
Received: 9/16/2008
Analysis Requested: 8260B/5030B
Analytical Results
Contact: Rebecca Studenka
Analyzed: '9/17/2008 6:10:00 AM
Halogenated VOCs -i- MBTEXN by 8260B
Units = ng/L
Dilution Factor =
Compound
1,1,1,2-Tetrachloroethane
1,1,1 -Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1-Dichloro-l-propene
1,1 -Dichloroethane
1,1-Dichloroethene
1,2,3-Trk;hlorobenzene
1,2,3 -Trichloropropane
1,2,4-TricfaIorobenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-D ichloropropane
1,3 -Dichlorobenzene
1,3 -Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinylether
AUyl chloride
Benzene
Benzyl chloride
B is(2-chloroisopropyl)ether
Bromobenzene
Bromochloromethane
Reporting Limit
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
1.0
5.0
5.0
2.0
2.0
Analytical
Result
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2-0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
19
<5.0
<5.0
<2.0
; < 2.0
ReportDate: 9/24/2008 Page31 of53
AMERICAN
WEST
ANALYTICAL
LABORATORIES
Lab Sample ID: L86378-12A
Field Sample ID: GP-15 @ 5-15' dup
CoUected: 9/16/2008 3:50:00 PM
Received: 9/16/2008
Analysis Requested: 8260B/5030B
Analytical Results
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
Toll Free [phone]
Fax [phone]
mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Analyzed: 9/17/2008 6:10:00 AM
Halogenated VOCs -i- MBTEXN by 8260B
Units = jig/L
DUution Factor =
Compound
Bromodichtoromethane
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
Ethylbenzene
lodomethane
Methyl tert-butyl ether
Methylene chloride
Naphthalene
o-ChlorotoIuene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
Toluene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans l,4-Dichloro-2-butene
Xylenes, Total
Trichlorofluoromethane
Trichtoroethene
Vinyl chloride
Reporting Limit
2.0
2.0
5.0
2.0
2.0
2.0
2.0
3.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
•2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
1.0
Analytical
Result
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<3.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
2.8
<2.0
<2.0
<2.0
4.0
• <2.0
<2.0
<5.0
16
19
<2.0
<2.0
<2.0
8.6
<2.0
2.0
/ <1.0
ReportDate: 9/24/2008 Page32 of 53
on nontaof. This mratvanv arranfs nn rH<!nnn.iihilBv ov,-<.o» fr,r *•=
ToU I
ladK'
AMERICAN
WEST
ANALYTICAL
LABORATORIES
63 West 3600 South
Salt Lake City, Utah
84115
[phone]
Free [phone]
Fax [phone]
[e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Lab Sampte ED: L86378-12A
Field Sampte ID: GP-15 @ 5-15' dup
CoUected: 9/16/2008 3:50:00 PM
Received: 9/16/2008
Analysis Requested: 8260B/5030B
Analytical Results
Analyzed: 9/17/2008 6:10:00 AM
Halogenated VOCs -i- MBTEXN bv 8260B
Units = ng/L
DUution Factor •
Compound Reporting Limit
Analytical
Result
Surr: l,2-Dichloroethane-d4
Surr: 4-Bromofluorobenzene
Surr: Dibromofluoromethane
Surn Toluene-d8
81-143
85-115
80-124
88-120
143
106
119
92.7
The pH cfthe sample was >2. Analysis was performed mthin the 7 day holding time.
ReportDate: 9/24/2008 Page33 of53
All]
pn
thl
iMa
iV
talvses aoolicable to the CWA, SDWA, and RCRA are perfomied in accordance to NELAC protocols. Pertinent sampling infomiaBon is located on the attached COC. This report^
led for the exclusive use of the addressee. Privileges of subsequent use of ttie name of ttiis company or any member of its staff, fj'r^piwlucacmofjhis report in connectton with
Ivertisement, promotion or sale of any product or process, or in conn^ectton witti the re-publication of ttiis_report_for^anypiirpose otter ^^^^^
ORGANIC ANALYSIS REPORT
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
Fax [phone]
^•raail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Client: Wasatch Environmental
Project ID: Quality Linen / 1076-006A
Lab Sampte ID: L87877-02A
Field Sampte ID: GP-15 @ 15-20'
CoUected: 12/3/2008 10:50:00 AJ^l
Received: 12/3/2008
Analysis Requested: 8260B/5030B
Analytical Results
Contact: Rebecca Studenka
Halogenated VOCs bv GC/MS 82601
Units = ng/L
DUution Factor =
Compound
1
Reporting Limit
Analytical
Result
1,1,1,2-Tetrachloroethane.
1,1,1 -Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1 -Dichloro-1 -propene
1,1 -Dichloroethane
1,1 -Dichloroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinylether
AUyl chloride
Benzyl chloride
Bis(2-chloro isopropyl)ether
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
5.0
5.0
2.0
2.0
2.0
2.0
5.0
/Ml analyses applicable to the CWA, SDWA, and RCRA are perfomned in accordance to NELAC protocols. Pertinent sampling infomiation is located on ttie attached COC. This report
provided for'the exclusive use of the addressee. Privileges of subsequent use ofthe name of this comnanv nr anu mprnhpr nf ;ie o+aff nr ronm^i i^.t4nn nt thic ronnrt in f.nnr.or.nr^n „,
I
D
I
Analyzed: 12/8/2008 3:08:00 PM 11
BI
I
I
It
I
I
I
g
I
I
I
i
I
I
1
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
< 2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<5.0
<5.0
<2.0
<2.0
<2.0
<2.0
<5.0
ReportDate: 12/10/2008 Page4 of26
ToU
ni
Alll
pre
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
Free [phone]
Fax [phone]
[e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocfaa
QA Officer
Lab Sampte ID: L87877-02A
Fteld Sampte ID: GP-15 @ 15-20'
CoUected: 12/3/2008 10:50:00 AM
Received: 12/3/2008
Analysis Requested: 8260B/5030B
Analytical Results
Units = )j.g/L
Dilution Factor •
Compound
Carbon tetrachloride
(Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
lodomethane
Methylene chloride
o-Chlorotoluene
p-Chloroto luene
Pentachloroethane
Tetrachlo roethene
trans 1,2-Dichlor6ethene
trans 1,3-Dichloropropene
trans 1,4-Dichloro-2-butene
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
Surr: 1,2-Dichloroethane-d4
Surr: 4-Bromofluorobenzene
Surr: Dibromofluoromethane
SIUT: Toluene-d8
Analyzed: 12/8/2008 3:08:00 PM
Halogenated VOCs bv GC/MS '82606
Reporting Limit
2.0
2.0
2.0
2.0
3.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0 .
2.0
2.0
1.0
81-143
85-115
80-124
88-120
Analytical
Result
<2.0
<2.0
<2.0
<2.0
<3.0
<2.0
100
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
6.4
<2.0
<2.0
<2.0
<2.0
<1.0
122
100
107
98.6
ReportDate: 12/10/2008 Page5 of26
lalyses applicable to the CWA, SDWA, and RCRA are perfonned in accordance to NELAC protocols. Pertinent sampling infomiation is located on the attached COC. This report is
fed for the exclusive use of the addressee. Privileges of subsequent use of tiie name of this comoanv or anv member of its staff, or reorodiintinn nf this rennrt in mnnertinn with
ORGANIC ANALYSIS REPORT
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
Fax [phone].
-mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Client: Wasatch Environmental
Project ID: Quality Linen / 1076-006A
Lab Sampte ID: L87877-03A
Fteld Sampte ID: GP-15 @ 25-30'
CoUected: 12/3/2008 12:00:00 PM
Received: 12/3/2008
Analysis Requested: 8260B/5030B
Analytical Results
Units = |ig/L
DUution Factor •
Compound Reporting Limit
Analytical
Result
1,1,1,2-Tetrachloroethane
1,1,1-Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1 -Dichloro-1 -propene
1,1 -Dichloroethane
1,1 -Dichloroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dicliloropropane
2-Chloroethylvinylether
AUyl chloride
Benzyl chloride
Bis(2-chloro isopropyl)ether
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
All analyses applicable to the CWA, SDWA, and RCRA are perfonned in accordance to NELAC protocols. Pertinent sampling infomiation is located on ttie attached COC. This report i.
provided for the exclusive use of the addressee. Privileges of subsequent use of the name of ttiis company or any member of its staff, or reoroduction of this reoort in connectton ™tl
0
Contact: Rebecca Studenka ||
i
Analyzed: 12/8/2008 3:29:00 PM 11
Halogenated VOCs bv GC/MS 8260B H
H
0
I
I
g
g
g
g
g
g
g
g
g
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
5.0
5.0
2.0
2.0
2.0
2.0
5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<5.0
<5.0
<2.0
<2.0
<2.0
<2.0
<5.0
ReportDate: 12/10/2008 Page6 of26
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
SaJt Lake City, Utah
84115
[phone]
Toil Free [phone]
Fax [phone]
•mW- [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Lab Sampte ID: L87877-03A
Fteld Sampte ID: GP-15 @ 25-30'
CoUected: 12/3/2008 12:00:00 PM
Received: 12/3/2008
Analysis Requested: 8260B/5030B
Analytical Results
Units = \ig/L
Dilution Factor = 1
Compound
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
lodomethane
Methylene chloride
o-Chlorotoluene
p-Chlorotoluene
Pentachlo roethane
Tetrachloroethene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans l,4-Dichloro-2-butene
Trich lor ofluoro methane
Trichloroethene
Vinyl chloride
Surr: l,2-Dichloroethane-d4
Surr: 4-Bromofluorobenzene
Surr: Dibroraofluoromethane
Surr: Toluene-d8
Analyzed: 12/8/2008 3:29:00 PM
Halogenated VOCs bv GC/MS •8260B
Reporting Limit
2.0
2.0
2.0
2.0
3.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
1.0
81-143
85-115
80-124
88-120
Analytical
Result
<2.0
<2.0
<2.0
<2.0
<3.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
< 2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<1.0
121
100
107
96.8
77ie pH ofthe sample was >2. Analysis was performed within the 7 day holding time.
ReportDate: 12/10/2008 Page7 of26
f ialyses applicable to the CWA, SDWA, and RCRA are performed In accordance to NEIAC protocols. Pertinent sampling information is located on the attached COC. This report is
ded for ttie exclusive use of the addressee. Privileges of subsequent use of the name of ttiis company or any member of its staff, or reproduction of this report in connection wth
ORGANIC ANALYSIS REPORT
AMERICAN
, WEST
ANALYTICAL
LABORATORIES
Client: Wasatch Environmental
ProjectID: Quality Linen / 1076-006A'
Lab Sample ID: L86378-13A
Fteld Sampte ID: GP-16 @ 5-15'
Collected: 9/16/2008 4:20:00 PM
Received: 9/16/2008
Analysis Requested: 8260B/5030B
Analytical Results
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
Toll Free [phone]
Fax [phone]
mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Contact: Rebecca Studenka
Analyzed: 9/17/2008 6:35:00 AM
Halogenated VOCs + MBTEXN bv 8260B
Units = jig/L
DUution Factor =
Compound
1,1,1,2-Tetrachloroethane
1,1,1 -Trichloroethane
1,1,2,2-Tetrachloroefliane
l,l,2-Trichloro-l,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1 -Dichloro-1 -propene
1,1-Dichloroethane
1,1 -Dichloroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
l,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-DichloToethane
1,2-Dichioropropane
1,3 -Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinylether
Allyl chloride
Benzene
Benzyl chloride
Bis(2-chloroisopropyl)ether
Bromobenzene
Bromochloromethane
Reporting Limit
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
. 2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
1.0
5.0
5.0
2.0
2.0
Analytical
Result
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
2.8
<5.0
<5.0
<2.0
y <2.0
ReportDate: 9/2A/200S Page34of53
n
n
g
g
0
g
g
g
g
g
g
g
fl
g
g
g
g
g
All:
provided I
ttie advertisement, promotion or sale of any product or process, o. „,,....,........» -. , . -r- r: us^ •-. _.. ._,.,-. „,i=_ .,f.i,= .^ric»anri nf <!r»nr»"
on mntacL THis company accepts no responsibility except for ttie due performance of inspection and/or analysis in good faith and according to the niles of Uie trade and of soencs.
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 Soutii
Salt Lake City, Utah
84115
(SOl) 263-8686
[ Free [phone]
Fax [phone]
[e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Lab Sampte ID: L86378-13A
Ffeld Sampte ID: GP-16 @ 5-15'
CoUected: 9/16/2008 4:20:00 PM
Received: 9/16/2008
Analysis Requested: 8260B/5030B
Analytical Results
Analyzed: 9/17/2008 6:35:00 AM
Halogenated VOCs + MBTEXN bv 8260B
Units = ]ig/L
Dilution Factor = 1
Compound
Bromodichloromethane
Bromofonn
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chlorofonn
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
Ethylbenzene
lodomethane
Methyl tert-butyl ether
Methylene chloride
Naphthalene
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
Toluene
trans 1,2-Diciiloroethene
trans 1,3-Dichloropropene
trans l,4-Dichloro-2-butene
Xylenes, Total
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
Reporting Limit
2.0
2.0
5.0
2.0
2.0
2.0
2.0
3.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
1.0
Analytical
Result
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<3.0
<2.0
37
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
3.6
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
. <.1.0
ReportDate: 9/24/2008 Page35 of53
All aiMhrees aoolicable to the CWA SDWA, and RCRA are performed In accordance to NELAC protocols. Pertinent sampling infoimation is located on tiie attadiedCOC. TTitereport^
o JKd^for fhe e7ck^^ive use of the addressee. Pnvileges of subsequent use of the name of this company or any member of ite staff, or reproduction of this report in cat^^'^ wth
ttiS^ment promotion or sale of any product or process, or ir? connection iNitti the re-publlcation of ttiis report for any puipose other ttian for ttie address^wll be gran^^n'V
onmeS^tecoi^^^ accepts no responsibility except for the due performance of inspecfion and/or analysis in good faHh and accordinq to Uie rules ofthe trade and of scence.
Lab Sampte ID: L86378-13A
Fteld Sampte ID: GP-16 @ 5-15'
CoUected: 9/16/2008 4:20:00 PM
Received: 9/16/2008
Analysis Requested:
AMERICAN
WEST Analytical Results
ANALYTICAL
LABORATORIES
8260B/5030B
Analyzed: 9/17/2008 6:35:00 AM
Halogenated VOCs 4- MBTEXN bv 8260B
Units = ng/L
DUution Factor. =
Compound
463 West 3600 South
Salt Lake City, Utah
84115
Surr: l,2-Dicfaloroethane-d4
Surr: 4-Bromofluorobenzene
Surr: Dibromofluoromethane
, Surr; Toluene-d8
Reporting Limit
81-143
. 85-115
80-124
88-120
Analyticai
Result
143
109
118
92.2
[phone]
Toll Free [phone]
Fax [phone]
maU: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Report 13ate: 9/24/2008 Page 36 of 53
All analyses applicable to the CWA, SDWA, and RCRA are pertbrmed In accordance to NELAC protocols. Pertinent sampling inftjmiation is located on the attached COC This reportB
provided for the exclusive use of tiie addressee. Privileges of subsequent use of ttie name of ttiis company or any member of its staff, or reproduction of ttils report in connection vM
me advertisement promotion or sale of any product or process, or in connection witti the re-publication of ttiis report for any puipose oUier than for the addressee will be granted oflPf
Toll
la:
ORGANIC ANALYSIS REPORT
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
Free [phone]
Fax [phone]
iawal@awal-labs. com
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Client: Wasatch Environmental
Project ID: QuaUty Linen SLC, UT / 1076-006A
Lab Sample ID: L86413-02A
Fteld Sampte ID: GP-17 / 5-15'
CoUected: 9/17/2008 10:00:00 AM
Received: 9/17/2008
Analysis Requested: 8260B/5030B
Contact: Rebecca Studenka
Analyzed: 9/22/2008 12:05:00 PM
Analyticai Results Halogenated VOCs + MBTEXN bv 8260B
Units = fig/L
Dilution Factor =
Compound
1,1,1,2-Tetrachloroethane
1,1,1-Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1 -Dichloro-1 -propene
1,1 -Dichloroethane
1,1 -Dichloroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-D ichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinylether
Allyl chloride
Benzene
Benzyl chloride
Bis(2-chloroisopropyl)ether
Bromobenzene
Bromochloromethane
Reporting Limit
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
1.0
5.0
5.0
2.0
2.0
Analytical
Result
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<1.0
<5.0
<5.0
<2.0
,' <2.0
ReportDate: 9/25/2008 Page4 of62
All aaslyses applicable to ttie CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling intoimaBon Is located on the attached COC This report is
oroBed for tfie exclusive use of Uie addressee. Privileges of subsequent use of ttie name of this company or any member of its staff, or reproduction of this report in connection witti
theBvertlsement promotion or sale of any product or process, or in connectton witti ttie re-publlcation of ttiis report tor any puroose other tiian for the addressee vnill be granted only
an Witact This company accepts no responsibility except for the due perfomiance of insoection and/or analvsis in oood faith and acroiidlnn tn tho n ,i»<= nf th» tr=Ho =.nH nf cr.«.no»
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 Soutii
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
Fax [phone]
mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA OfScer
Lab Sampte ID: L86413-02A
Fteld Sampte ID: GP-17 / 5-15'
Collected: 9/17/2008 10:00:00 AM
Received: 9/17/2008
Analysis Requested: 8260B/5030B
Analytica! Results
Analyzed: 9/22/2008 12:05:00 PM
Halogenated VOCs + MBTEXN bv 8260B
Units = fig/L
Dilution Factor = 1
Compound
Bromodichloromethane
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dtehloroethene
cis 1,3-DichlorQpropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
Ethylbenzene
lodomethane
Methyl tert-butyl ether
Methylene chloride
Naphthalene
o-Chlorotoluene
p-Chloroto luene
Pentachloroethane
Tetrachloroethene
Toluene
trans 1,2-Dichloroethene
trans 1,3-Dichlorppropene
trans l,4-Dichloro-2-butene
Xylenes, Total
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
Reporting Limit
2.0
2.0
5.0
2.0
2.0
2.0
2.0
3.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0 -
2.0
2.0
2.0
1.0
Analytical
Resuh:
<2.0
<.2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<3.0
<2.0
130
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
16
<2.0
3.7
<2.0
<2.0
<2.0
<2.0
3.4
/ -52
ReportDate: 9/25/2008 Page5 of62
1 contacL This company accepts no responsibility except for ttie due performance of insoection and/or anaiv.>a..5 in nnnH f=,tt.
Toll
lai
AMERICAN
WEST
ANALYTICAL
LABORATORIES
m West 3600 South
Salt Lake City, Utah
84115
[phone]
Free [phone]
Fax [phone]
[e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Lab Sampte ID: L86413-02A
Fteld Sampte ID: GP-17 / 5-15'
Collected: 9/17/2008 10:00:00 AM
Received: 9/17/2008
Analysis Requested: 8260B/5030B
Analytical Resnlts
Analyzed: 9/22/2008 12:05:00 PM
HaJogenated VOCs -l- MBTEXN bv 8260B
Units = ng/L
Dilution Factor =
Compound Reporting Limit
Analytical
Result
Surr: l,2-Dichloroethane-d4
Surr: 4-Bromofluorobenzene
Surr: Dibromofluoromethane
Surr: Toluene-d8
81-143
85-115
80-124
88-120
101
101
104
102
The pH ofthe sample was >2. Analysis was performed within the 7 day holding time.
ReportDate; 9/25/2008 Page6of62
All analvses aoDlicable to ttie CWA, SDWA, and RCFW are perfomied in accordance to NELAC protocols. Pertinent sampling infomnation is located on the attached COC This report is
mlH^d for tiie exclusive use of ttie addressee. Privileges of subsequent use of ttie name of ttils company or any member of Its staff, or reproduction of ttiis report in connection witti
''"^ promotion or sale of any product or process, or in connection witti ttie re-publication of this report fbr any puipose other ttian for the addressee will be granted only
omoany acceots no responsibility except for ttie due perfonnanee of inspection and/or analysis in good faitti and accortling to ttie njles of ttie trade and of science.
P)
ttii
on
hvertlsement, i
htact. This company accepts no responsibility except f
ORGANIC ANALYSIS REPORT
AMERICAN,
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
Fax [phone]
mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Client: WasatchEnvironmental
Project ID: Quailty Linen SLC, UT/ 1076-006A
Lab Sampte ID: L86413-07A
Fteld Sample ID: GP-17 / 15-20'
CoUected: 9/17/2008 1:15:00 PM
Received: 9/17/2008
Contact: Rebecca Studenka
Analyzed: 9/23/2008 6:45:00 PM
Analysis Requested: 8260B/5030B
Analytical Results Halogenated VOCs.+ MBTEXN bv 8260B
Units = iig/L
Dilution Factor =
Compound
50
1,1,1,2-Tetrachloroethane
1,1,1 -Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1 -Dichloro-1 -propene
1,1-Dichloroethane
1,1 -Dichloroethene
1,2,3-Trichlorobenzene
1,2,3 -Trichloropropane
1,2,4-Trichlorobenzene
l,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinylether
Allyl chloride
Benzene
Benzyl chloride
Bis(2-chloroisopropyl)ether
Brombben2jene
Bromochloromethane
Reporting Limit
100
100
100
100
100
100
100
100
100
100
100
250
100
100
100
100
100
100
100
100
250
250
50
250
250
100
100
Result
<100
<100
<100
<100
<100
<100
<100
<100
<100
<100
<100
<250
<100
<100
<100
<100
<100
<100
<100
<100
<250
<250
<50
<250
<250
<100
; < 100
ReportDate: 9/25/2008 Page 16 of 62
All analvses aoolicable to ttie CWA SDWA, and RCRA are perfonned in accortianca to NELAC protocols. Pertinent sampling infomnation is located on Uie attached COC This reportW
orovided for the exclusive use of ttie addressee. Privileges of subsequent use of ttie name of ttils company or any member of its staff, or reproduction of ttiis report in connection vriH
the advertisement promotion or sale of any product or process, or in connection witti ttie re-publication of ttiis report for any purpose oUier ttian for the addressee^wiH_!» granted on^
on contact. This iomoanv accents no resoonsibililv excent fnr thP rli IP nwfnmianro m in=nortir,n =.,.H/«r ^-^...-:- -. i f-.^h .....t ^ .i— - .. • • "•-
AJVIERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 Soutii
Salt Lake City, Utah
84115
[phone]
I Free [phone]
Fax [phone]
[e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocfaa
QA Officer
Lab Sampte ID: L86413-07A
Fteld Sampte ID: GP-17 / 15-20'
CoUected: 9/17/2008 1:15:00 PM
Received: 9/17/2008
Analysis Requested: 8260B/5030B
Analytical Results
Analyzed: 9/23/2008 6:45:00 PM
Halogenated VOCs + MBTEXN bv 8260B
Units = jtg/L
Dilution Factor =
Compound
50
Bromodichloromethane
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis l,3-Dichk)ropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
Ethylbenzene
lodomethane
Methyl tert-butyl ether
Methylene chloride
Naphthalene
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
Toluene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans l,4-Dtehloro-2-butene
Xylenes, Total
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
Reporting Limit
100
100
250
100
100
100
100
150
100
100
100
100
100
100
100
100
100
100
100
100
100
250
100
100
100
100
100
100
100
100
50
Analytical
Result
< 100
<100
< 250.
<100
<100
^100
<100
<150
<100
3200
<100
<100
<;ioo
<:100
<:100
<100
<100
<100
<100
<100
<100
<250
3700
<100
<100
<100
<100
<;ioo
^100
1200
, 1600
ReportDate: 9/23/2008 Page 17 of62
All analvses acolicabte to ttie CWA, SDW/>v, and RCRA are perfomied in accordance to.NELAC protocols. Pertinent sampling infotmation is located on the attached COC. This report a
nrcBed tor ttie exclusive use of ttie addressee. Privileges of subsequent use of ttie name of ttiis company or any member of Its staff, or reproduction of ttiis report in ""mecton with
ttiMvertisement, promotion or sale of any product or process, or in connection with the re-publication of this report for any puipose ottier ttian for the addressee will l» granteJ only
anWhteS^ mrcompaiy accepts no responsibiUty except fbr the due perfonnanee of inspection and/or analysis in good faith and accortllna to ttie mles of the trade and of saenca.
Lab Sampte ID: L86413-07A
Fteld Sampte ID: GP-17 / 15-20'
Collected: 9/17/2008 1:15:00 PM
Received: 9/17/2008
AnalysisRequested: 8260B/5030B
AMERICAN
WEST Analytical Results
ANALYTICAL
LABORATORIES
Analyzed: 9/23/2008 6:45:00 PM
Halogenated VOCs + MBTEXN bv 8260B
Units = \ig/L
Dilution Factor =
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
Fax [phone]
mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
50
Compound Reporting Limit
Analytical
Result
Surr: l,2-Dichloroethaue-d4
Surr: 4-Bromofluorobenzene
Surr: Dibromofluoromethane
Sum Toluene-d8
81-143
85-115
80-124
88-120
106
105
102
104
The pH ofthe sample was >2. Analysis was performed within (he 7 day holding time.
The reporting limits were raised due to high anafyte concentrations.
ReportDate: 9/25/2008 Page 18 of 62
An analvses aoDlicable to the CWA, SDWA and RCRA are perfonned in acconlance to NELAC protocols. Pertinent sampling information is located on the attached COC. This report
•ravided for the exclusive use of tiie addressee. Privileges of subsequent use of ttie name of ttiis company or any member of its staff, or reproduction of this report in connection w
Uie advertisement, promotion or sale of any product or process, or in connecUon witti ttie re-publication of ttiis report for any puipose other ttian for ttie addressee win be granted oi
on contacL This company accepts no responsibility except for ttie due perfotmance of insoection and/or analvsis in oood faith and armrrlim to th» n ,i»c nf *» tmri» «nri nf cn,»nn»
ORGANIC ANALYSIS REPORT
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 Soutii
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
Fax [phone]
[e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocfaa
QA Officer
CUent: Wasatch Environmental
Project DD: Quailty Linen SLC, UT / 1076-006A
Lab Sampte ED: L86413-04A
Field Sampte ID: GP-18 7 5-15'
Collected: 9/17/2008 10:00:00 AM
Received: 9/17/2008
Analysis Requested: 8260B/5030B
Contact: Rebecca Studenka
Analyzed: 9/22/2008 9:43:00 AM
Analjftical Results Halogenated VOCs + MBTEXN bv 8260B
Units = ng/L
DUution Factor =
Compound
1,1,1,2-Tetrachloroethane
1,1,1 -Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1 -Dichloro-1 -propene
1,1 -Dichloroethane
1,1 -Dichloroethene
1,2,3-Trichlorobervzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-chIoropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-D ichloro benzene
2,2-Dichloropropane
2-Chloroethylvinylether
Allyl chloride
Benzene
Benzyl chloride
Bis(2-chloroisopropyl)ether
Bromobenzene
Bromochloromethane
Reporting Limit
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
1.0
5.0
5.0
2.0
2.0
Analytical
Result
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<1.0
<5.0
<5.0
<2.0
<2.0
ReportDate; 9/25/2008 Page7 of62
All analyses applicable to the CWA, SDWA and RCRA are perfortned m accordance ia NELAC protocols. Pertinent sampling information is located on the attached COC. This report is
orrfled for the exclusive use of ttie addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of ttiis report in connecUon wiUi
ttiMvertlsemenL promotion or sale of any product or process, or in connection with the re-publication of this report tbr any purpose ottier ttian for Vn& addressee will be gratited only
onWtS This company accepts no tBSponsibilitv except for the due oerfonTiance of insoection and/or analvsis in oood faith and accnrdinn to thfi n.lw nf th« tr=,H„ =.nH nf «-..nr.»
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3 600 Soutii
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
Fax [phone]
mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Lab Sampte ID: L86413-04A .
Fteld Sampte ID: GP-18 / 5-15'
Collected: 9/17/2008 10:00:00 AM
Received: 9/17/2008
Analysis Requested: 8260B/5030B
Analytical Results
Analyzed: 9/22/2008 9:43:00 AM
Halogenated VOCs + MBTEXN bv 8260B
Units = }ig/L
Dilution Factor = 1
Compound
Bromodichloromethane
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibro mochloromethane
Dibromomethane
Dichlorodifluoromethane
Ethylbenzene
lodomethane
Methyl tert-butyl ether
Methylene chloride
Naphthalene
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
Toluene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans l,4-Dichloro-2-butene
Xylenes, Total
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
Reporting Limit
2.0
2.0
5.0
2.0
2.0
2.0
2.0
3.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2:0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
LO
Analytical
Result
<2.0
<2.0
<5.0
• <2.0
<2.0
<2.0
• <2.0
<3.0
<2.0
6.2
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<.2.0
<2-0
<2.0
<5.0
<2.0
<2.0
<2.0
. <2.0
<2.0
<2.0
<2.0
<2.0
; < 1.0
ReportDate: 9/25/2008 Page8 of62
All analvses aoolicable to the CWA, SDWA. and RCRA are perfomied in accordance io NEIAC prolocols. Pertinent sampling infomiation is located on ttie a«a=^f °';„]3^'= ?P°^#
urS lor the efclusive use of ttie addressee. Privileges of subsequent use of ttie name of ttiis company or any member of its staff, or reprodtjction of ttiis report in connection ^
Sveitisem Jt promo^^^^ o° sale of any product or process, or in conneciion ™th the re^3ub«cation of this report for any punaoseotiier ttian for the addressee ^Niil be granted on^
on contact jhis company accepts no resoonsibilitv exceot for fhe due netfnrman™ nf in«nao«^n =OHW ,..-..» .....u.—,-
Toll
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
Free [phone]
Fax [phone]
[e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Lab Sampte ID: L86413-04A
Field Sampte ED: GP-18/5-15'
Collected: 9/17/2008 10:00:00 AM
Received: 9/17/2008
Analysis Requested: 8260B/5030B
Analytical Results
Analyzed: 9/22/2008 9:43:00 AM
Halogenated VOCs 4- MBTEXN bv 8260B
Units = ng/L
Dilution Factor
Compound
1
Reporting Limit
Analytical
Result
Surr: l,2-Dichloroethane-d4
Surr: 4-Bromofluorobenzene
Surr: Dibromofluoromethane
Surr: Toluene-d8
81-143
85-115
80-124
88-120
102
102
104
The pHofthe sample was >2. Analysis was performed wiihin the 7 day holding time.
Report Dati:: 9/25/2008 Page 9 of 62
Al^alvses aopCcable to ttie CWA SDWA and RCFIA are perfonned in acconjance to NELAC protocols. Pertinent sampling infomiation is located on ttie attached COC This report is
oiMled for the exclusive use of ttie addressee. Privileges of subsequent use of ttie name of ttiis company or any member of its staff, or reproduction of this report in connection wrth
thMdvertlsement oramotion or sale of any product or process, or in connection vwth the re-publication of ttiis report for any puipose ottier than for ttie addressee will be granted only,
on contact This companv accepts no resoonsibililv exceot forthe due oerfonnance of insoection and/or analvsis in aoodfsitt, and accorrtinnto m^ HUAB nf th» trnri» =nH nt =«pnn»
ORGANIC ANALYSIS REPORT
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 Soutii
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
Fax [phone]
mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocfaa
QA Officer
Client: WasatchEnvironmental
Project ID: Quailty Linen SLC, UT /1076-006A
Lab Sampte ID: L86413-05A
Fteld Sampte ID: GP-19 / 5-15'
Collected: 9/17/2008 12:00:00 PM
Received: 9/17/2008
Contact: Rebecca Studenka
Analyzed: 9/22/2008 12:25:00 PM
Analysis Requested: 8260B/5030B
Analytical Results Halogenated VOCs + MBTEXN bv 8260B
Units = |ig/L
DUution Factor =
Compound
1,1,1,2-Tetrachloroethane
1,1,1 -Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1 -Dichloro-1 -propene
1,1 -Dichloroethane
1,1 -Dichloroethene
1,2,3-Trichlorobenzene
1,2,3 -Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethjine
1,2-Dichloropropane
1,3 -Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinytether
Allyl chloride
Benzene
Benzyl chloride
Bis(2-chloroisopropyl)ether
Bromobenzene
Bromochloromethane
Reporting Limit
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
1.0
5.0
5.0
2.0
2.0
Analytical
Result
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<1.0
<5.0
<5.0
<2.0
/ < 2.0
ReportDate: 9/25/2008 Page 10 of62
All analvses aoolicable to ttie CWA, SDWA and RCRA are perfomied in accordance to NELAC protocols. Pertinent sampling infomnation is located on ttie attached COC. This report
orovided for the exclusive use of ttie addressee. Privileges of subsequent use of the name of ttiis company or any member of its staff, or reproduction of this report m connection wi
the advertisement oromoHon or sale of any product or process, or in connection witti the re-pubUcation of ttiis report for any puipose other ttian for the addressee will be granted or
on contact This rompany accepts no responsibility except for ttie due performance of insoection and/or analvsis in cood faith and accorrtim tn thP. n ,IP^ nt thP trpri^ »nri nf ^n.«v.»
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 Soutii
Salt Lake City, Utah
84115
[phone]
Toll Free [phone]
J Fax [phone]
awal@awal-Iabs. com
Kyle F. Gross
Laboratory Director
Jose Rocfaa
QA Officer
LabSamplelD: L86413-05A
Ffeld Sampte ID: GP-19 / 5-15'
CoUected: 9/17/2008 12:00:00 PM
Received: 9/17/2008
Analysis Requested: 8260B/5030B
Analytical Results
Analyzed: 9/22/2008 12:25:00 PM
Halogenated VOCs + MBTEXN bv 8260B
Units = |ig/L
Dilution Factor = 1
Compound
Bromodichloromethane
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
Ethylbenzene
lodomethane
Methyl tert-butyl ether
Methylene chloride
Naphthalene
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
Toluene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans 1,4-Dichloro-2-butene
Xylenes, Total
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
Reporting Limit
2.0
2.0
5.0
2.0
2.0
2.0
2.0
3.0
2.0
2.0
2.0
2.0 .
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
1.0
Analytical
Result
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<3.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
< 1.0
Report Dale: 9/25/2008 Page 11 of 62
jialyses applicable to ttie CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling infonnatton Is located on Uie attached COC This report is
at^deti for the exclusive use of ttie addressee. Privileges of subsequent use of ttie name of this company or any member of its staff, or reproducti"on of ttiis report in connection witti
Advertisement, promotion or sale of any product or process, or in connection witti Uie re-pubiication of ttiis report tbr any puipose other ttian for Uie addressee will be granted only
ontact This company accepts no responsibility except for ttie due performance of inspection and/or analysis in good faith and accorcling to ttie rules ofthe tiade and of science.
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 Soutii
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
Fax [phone]
mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Lab Sampte ID: L86413-05A
Field Sampte ID: GP-19 / 5-15'
CoUected: 9/17/2008 12:00:00 PM
Received: 9/17/2008
Analysis Requested: 8260B/5030B
Analytical Results
Analyzed: 9/22/2008 12:25:00 PM
Halogenated VOCs + MBTEXN bv 8260B
Units = ng/L
Dilution Factor =
Compound ReportingLimit
Analytical
Result
Surr l,2-Dichloroethane-d4
Surr: 4-Bromofluorobenzene
Sum Dibromofluoromethane
Surr: Toluene-d8
81-143
85-115
80-124
88-120
102
103
106
103
The pH of the sample was >2. Analysis was performed within the 7 day holding lime.
ReportDate: 9/25/2008 Page 12of62
All analvses aoollcable to ttie CWA, SDWA, and RCRA are perfomied in accordance to NELAC protocols. Pertinent sampling information is located on ttie attached COC This report
nrovided tor the exclusive use of ttie addressee. Privileges of subsequent use of ttie name of ttiis company or any member of its staff, or reproduction of this report in connection v«
*» advertisement oromotion or sale of any product or process, or in conneciion with ttie re-publication of ttiis report for any puipose other than for the addressee will be gratltea Qt
on contact This comoany acceots no responsibilitv exceot tor ttie due oerfonnance of insoection anri/nr ^n;,iv,;iB in nnnn f=.«h =.nrt a^n^inn tn ,h» ^..^^ nf th. ,r,H<. ,^^ ^ .-.=.,^-
ORGANIC ANALYSIS RBPORT
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 Soutii
Salt Lake City, Utah
84115
[phone]
[ Free [phone]
Fax [phone]
[e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocfaa
QA Officer
Client: WasatchEnvironmental
Project ID: QuaUty Linen SLC, UT / 1076-006A
Lab Sampte ID: L86413-09A
Field Sampte ID: GP-20 / 5-15'
Collected: 9/17/2008 2:10:00 PM
Received: 9/17/2008
Contact: Rebecca Studenka
Analyzed: 9/23/2008 5:45:00 PM
Analysis Requested: 8260B/5030B
Analytical Results Halogenated VOCs + MBTEXN bv 8260B
Units = ng/L
Dilution Factor =
Compound
1,1,1,2-Tetrachloroethane
1,1,1 -Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1 -Dichloro- 1-propene
1,1 -Dichloroethane
1,1-Dichloroethene
1,2,3-Trichlorobenzene
1,2,3 -Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-D ichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Diclilorobenzene
1,3 -Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinylether
Allyl chloride
Benzene
Benzyl chloride
Bis(2-chloroisopropyl)ether
Bromobenzene
Bromochloromethane
Reporting Limit
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
1.0
5.0
5.0
2.0
2.0
Result
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<1.0
<5.0
<5.0
<2.0
<2.0
ReportDate: 9/25/2008 Page22 of62
iialvses applicable to ttie CWA SDWA, and RCRA are performed in acconlance to NELAC prertoools. Pertinent sampling information Is located on ttie attached COC This leport is
•i^^ded for the exclusive use of the addressee. Pnvileges of subsequent use of ttie name of ttiis company or any member of its staff, or reproductton of ttiis report in connedjon witti
ttiBdvertlsement promotion or sale of any product or process, or in connection witti the re-publication of this report for any puipose other ttian for the addressee will be granted only
^ ntact This iomoanv acceots no resoonsibilitv exceot for the due oerfonnance of insoection and/or analvsis in oood faith arri arr^nrrtinn tn ths n ,i», nf«,» h-=H» =nrf nt ,n,^nn»
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 Soutii
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
Fax [phone]
mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Lab Sampte ED: L86413-09A
Fteid Sampte ID: GP-20 / 5-15'
CoUected: 9/17/2008 2:10:00 PM
Received: 9/17/2008
Analysis Requested: 8260B/5030B
Analytical Results
Analyzed: 9/23/2008 5:45:00 PM
Halogenated VOCs + MBTEXN bv 8260B
Units = fxg/L
Dilution Factor = 1
Corapound
Bromodichloromethane
Bromoform
Bromoraethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
Ethylbenzene
lodomethane
Methyl tert-butyl ether
Methylene chloride
Naphthalene
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
Toluene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans l,4-Dichioro-2-butene
Xylenes, Total
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
Reporting Limit
2.0
2.0
5.0
2.0
2.0
2.0
2.0
3.0
2.0
20
2.0
2.0
2.0
2.0
. 2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
20
2.0
2.0
2.0
2.0
2.0
2.0
2.0
1.0
Analyticai
Result
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<3.0
<2.0
240
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
460
<2.0
16
<2.0
<2.0
<2.0
<2.0
130
180
Report DalK 9/25/2008 Page 23 of 62
All analvses applicable to ttie CWA SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling infonnation is located on ttie ,^^!^^^°'L,™lS,°l!iM
nm^riJri fn^ thi^e^lusive use of me addressee. Privileges of subsequent use of ttie name of ttils company or any member of its staff, or reproduction of this report in ^nnecton wM,
mradv^sement^romotion oTs^^^^ of any product or process, or in connectton with the re-publlcation of ttiis report for any puipose oUier ttian for ttie addressee will be granted ont^
on contact this comnanv accents no resnnnsihilltv Avront fnr tha H„O n»rf .. f ^ -" --
ToU
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
Free [phone]
Fax [phone]
[e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Lab Sampte ID: L86413-09A
Field Sampte ID: GP-20/5-15'
Collected: 9/17/2008 2:10:00 PM
Received: 9/17/2008
Analysis Requested: 8260B/5030B
Analytical Results
Analyzed: 9/23/2008 5:45:00 PM
Halogenated VOCs + MBTEXN bv 8260B
Units = jig/L
DUution Factor =
Compound
1
Reporting Limit
Analytical
Result
Sum l,2-Dichloroethane-d4
Surr: 4-Bromofluorobenzene
Surr: Dibromofluoromethane
Surr: Toluene-d8
81-143
85-115
80-124
88-120
99.5
104
102
102
TTte pH ofthe sample was >2. Analysis was performed within the 7 day holding time.
D - This anafyte was obtmnedfrom a 1:10 dilution.
ReportDate: 9/25/2008 Page24of62
All^alvses applicable to ttie CWA, SDWA and RCRA are performed in accondance to NELAC protocols. Pertinent sampling information is located on the attached COC. This report is
prMiecl for the exclusive use of ttie addressee. Privileges of subsequent use of ttie name of this company or any member of its staff, br reproduction of this report in connection with Ul^a
)rSl<
hMfi'
in con
UiKvena"senient^'promoUo"^^ of any product or process, or in connection witti ttie re-publicatioii of this report for any puipose other than for the addressee will be granted only
TSntacL This company accepts no responsibility except for Uie due perfomiance of insoection and/or analvsis in oood faith and accordina tn the n.iM nf th» trsriB nnd of srannrj.
ORGANIC ANALYSIS REPORT
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 Soutii
Salt Lake City, Utah
84115
[phone]
Toll Free [phone]
Fax [phone]
mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocfaa
QA Officer
Client: Wasatch Environmental
Project ID: Quailty Linen SLC, UT / 1076-006A
Lab Sampte ID: L86413-13A
Fteld Sampte ID: GP-20 / 15-20'
Collected: 9/17/2008 3:40:00 PM
Received: 9/17/2008
Contact: Rebecca Studenka
Analyzed: 9/23/2008 7:05:00 PM
Analysis Requested: 8260B/5030B
Analytical Results Halogenated VOCs + MBTEXN bv 8260B
Units = fxg/L
DUution Factor =
Compound
50
1,1,1,2-Tetrachloroethane
1,1,1 -Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1 -Dichloro-1 -propene
1,1 -Dichloroethane
1,1 -Dtehloroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
l,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Cbloroethylvinylether
Allyl chloride
Benzene
Benzyl chloride
B is(2-chloroisopro pyl)ether
Bromobenzene
Bromochloromethane
Reporting Limit
100
100
100
100
100
100
100
100
100
100
100
250
100
100
100
100
100
100
100
100
250
250
50
250
250
100
100
Analytical
Result
<100
<I00
<100
<100
<100
<100
<100
<100
<100
<100
<100
<250
<100
<100
<100
<100
<100
<100
<100
<100
<250
<250
<50
<250
<250
<100
< < 100
ReportDate: 9/25/2008 Page34of62
M. ,„=i„.,== ^.„,n^,hi« In thP rWA qnWA and RCRA are oerformed in accordance to NELAC orotocols. Pertinent sampling information is located on ttie aUached COC This report
^S for tt.^:^:e'%T^'T^^t^r^^:s ^of subsequent use of ttie name of this company or any member onu__staff, or rep^^^^^^ conne^on ^
the advertisement, promotion or sale of any product or process, or in connection with Uie re-pubncation of ttiis report for any puroose other ^?J>,[°r ir^e aa^re^^Be^'^nbe gr^^a^ provided for the exclusive use
on contact.This compan;°a"cc°;pTs'nore%VnS«-ptfoMh;
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 Soutii
Salt Lake City, Utah
84115
[phone]
[ Free [phone]
Fax [phone]
[e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocfaa
QA Officer
Lab Sampte ID: L86413-13A
Fteld Sampte ID: GP-20 / 15-20'
Collected: 9/17/2008 3:40:00 PM
Received: 9/17/2008
Analysis Requested: 8260B/5030B
Analytical Results
Analyzed: 9/23/2008 7:05:00 PM
Haloaemated VOCs + MBTEXN bv 8260B
Units = [ig/L
DUution Factor =
Compound
50
Bromodichloromethane
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chlorofonn
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
Ethylbenzene
lodomethane
Methyl tert-butyl ether
Methylene chloride
Naphthalene
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
Toluene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans l,4T-Dichloro-2-butene
Xylenes, Total
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
Reporting Lunit
100
100
250
100
100
100
100
150
100
100
100
100
100
100
100
100
100
100
100
100
100
250
100
100
100
100
100
100
100
. 100
50
Analytical
Result
<100
<100
<250
<100
<100
<100
<100
<150
<100
2100
<100
<100
<100
<100
<100
<100
<100
<100
<100
<100
<100
<250
150
<100
<100
<100
<100
<100
<100
<100
. < 50
ReportDate: 9/25/2008 Page35of62
AH analvses applicable to ttie CWA, SDWA, and RCRA are perfbnned in accordance to NELAC protocols. Pertinent sampling iirforniatton is located on ttie attached COC Thtei^ort^
^jmfi^w fh^i^^nl. .i^» „L nf *e addressee. Priviieoes of subsequent use of ttie name of ttils company or any member of its staff, or reproduction of this report in conne^n wmi
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utafa
84115
[phone]
Toil Free [phone]
Fax [phone]
mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocfaa
QA Officer
Lab Sampte ED: L86413-13A
Fteid Sampte ID: GP-20 / 15-20'
CoUected; 9/17/2008 3:40:00 PM
Received: 9/17/2008
Analysis Requested: 8260B/5030B
Analytical Results
Analyzed: 9/23/2008 7:05:00 PM
Halogenated VOCs + MBTEXN by 8260B
Units = jig/L
DUution Factor =
Compound
50
Surr: l,2-Dichloroethane-d4
Surr: 4-Bromofluorobenzene
Surr: Dibromofluoromethane
Surr: Toluene-d8
Reportmg Limit
81-143
85-115
80-124
88-120
Analytical
Result
106
105
103
103
The pH ofthe sample was >2. Analysis was performed within the 7 day holding time.
The reporting limits ivere raised due io high anafyte concentrations.
ReportDate: 9/25/2008 Page36of62
All analvses aoolicable to the CWA SDWA and RCRA are perfomied in accortlance to NELAC protocols. Pertinent sampling ihfomriation is located on ttie J^'^^^^9^-J^'^r!^^
nrov^ded for the Ssive use oVme addressee. Privileges of subsequent use of ttie name of ttiis company or any member of its staff, or reproduction of this report in connection w
r ad^et^°sement Sion or s^ of any product or orocess, or ir/ connection with Uie re-publication of this report for any puipose other ttian for the addressee will Bf granted or
on t^mlcr ™s iompan^^^^^^^^ no responsibility except for the due performance of inspection and/or analvsis in oood faith and accorri.nn tn thP nH« nf thP ,r.ri» ,nd nf ^.»~-.
ORGANIC ANALYSIS REPORT
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 Soutii
Salt Lake City, Utah
84115
[phone]
Ton Free [phone]
•. Fax [phone]
a^ [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Client: Wasatch Environmental
Project ID: Quailty Linen SLC, UT / 1076-006A
Lab Sampte ID: L86413-11A
Fteld Sampte ID: GP-21 / 5-15'
CoUected; 9/17/2008 2:50:00 PM
Received: 9/17/2008
Contact: Rebecca Studenka
Analyzed: 9/23/2008 6:25:00 PM
Analysis Requested: 8260B/5030B
Analytical Results Halogenated VOCs + MBTEXN bv 8260B
Units = |ig/L
Dilution Factor =
Compound
20
1,1,1,2-Tetracfaloroethane
1,1,1 -Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1 -Dichloro- 1-propene
1,1 -D ichloroethane
1,1 -Dichloroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinylether
Allyl chloride
Benzole
Benzyl chloride
Bis(2-chloroisopropyl)ether
Bromobenzene
Bromochloromethane
Reporting Limit
40
40
40
40
40
40
40
40
40
40
40
100
40
40
40
40
40
40
40
40
100
100
20
IOO
100
40
40
Analytical
Result
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<100
<40
<40
<40
<40
<40
<40
<40
<40
<100
<100
<20
<100
<100
<40
<40
ReportDate: 9/25/2008 Page28 of62
inalvses aoDlicable to the CWA SDWA, and RCRA are perfonned in accordance to NELAC prolocols. Pertinent sampling infonnation is located on ttie attached COC. This report is
idfld for the exclusive use of the addressee. Privileges of subsequent use of ttie name of ttiis company or any member of its staff, or reproduction of ttiis report in connecljon wiUi
advertisement oromotion or sale of any product or process, or in connection with the re-publication of this report for any puroose other ttian for the addressee will be granted only
^n^^S TWS ramoanv acceots no responsibility except for the due performance of insoection and/or analvsis in oood faitti and accortlina to the mles of the trade and of science.
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
Ton Free [phone]
Fax [phone]
mail; [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Lab Sampte ID: L86413-1 IA
Fteld Sampte ID: GP-21 / 5-15'
Collected: 9/17/2008 2:50:00 PM
Received: 9/17/2008
Analysis Requested: 8260B/5030B
Analj^cal Results
Units = jig/L
DUution Factor = 20
Compound
Bromodichloromethane
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dtehloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
Ethylbenzene
lodomethane
Methyl tert-butyl ether
Methylene chloride
Naphthalene
OrChlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
Toluene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans l,4-Dichloro-2-butene
Xylenes, Total
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
1
1
1
Analyzed: 9/23/2008 6:25:00 PM
1
Halogenated VOCs + MBTEXN bv 8260B • I
Analytical
ReportingLimit Result |
40
40
100
40
40
40
40
60
40
40
40
40
40
40
40
. 40
40
40
40
40
40
100
40
40
40
40
40
40
40
40
20
<40
<40 •
< 100 1
<40
<40 1
<40
<40 .
<60 1
<40
260 •
<40 •
<40
<40 1
<40 ^
<40 a
<40 1
<40
<40 •
<40 •
<40
<40 I
<100
1100 m
<40 1
<40
<40 •
<40 •
<40 '
<40 . 1
510
92 '1
ReportDate: 9/25/2008 Pago29of62 |
AB analvses aoollcabte to the CWA, SDWA, and RCRA are petformed in accordance to NELAC protocols. Pertinent sampling irfbnnatton is located on the a^^ohed COC This r^ortB
nroSfor fhe "ive use of ]hB addressee. Privileges of subsequent use of Uie name of ttils company or any member of its staff, or reproduction of this report in °°"ne°J^ *•
K^sement promotion or sale of any product or process, or M connection with Uie re^:ubr.catio^ of tiiis report for any purpose^ther.ttian for ttie addressee wiU be granted o,^
on contacL • This company accepts no responsibiliW exceot for tiie rii is n«rfr«t,=.nrp nf ;n«n=^nn o„w(nr ,,„,!., ..^ ._ -_ .—
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 Soutii
Salt Lake City, Utah
84115
[phone]
1 Free [phone]
Fax [phone]
awal@a-wal-Iabs-com
Kyle F. Gross
Laboratory Dfa-ector
Jose Rocfaa
QA Officer
Lab Sampte ID: L864I3-11A
Fteld Sampte ED: GP-21 / 5-15'
CoUected: 9/17/2008 2:50:00 PM
Received; 9/17/2008
Analysis Requested: 8260B/5030B
Analytical Results
Analyzed: 9/23/2008 6:25:00 PM
Halogenated VOCs + MBTEXN by 8260B
Units = ng/L
Dilution Factor =
Corapound
20
Reporting Limit
Analytical
Result
Surr: l,2-Dichloroethane-d4
Surr: 4-Bromofluorobenzene
Surr: Dibromofluoroniethane
Surr: Toluene-d8
81-143
85-115
80-124
88-120
105
105
104
103
TTte pH ofthe sample was >2. Analysis was performed wiihin the 7 day holding time.
The reporting limits were raised due to high anafyte concentrations.
ReportDate: 9/25/2008 Page30of62
iialvses aopilcable to ttie CWA, SDWA and RCRA are performed in acconjance to NELAC protocols. Pertinent sampling infoimation is located on Uie attached COC.msreportis
ded for the eTciusive use of ttie addressee. Privileges of subsequent use of ttie name of Uiis company or any member of its staff, or reproduction of this report in connection wrth
dvert°semlnt promotion or sale of any product or process, or hV connection witti the re-publication of ttiis report for any puipose ottier ttian for ttie addressee will M granted only
on contlSmscompTy accepts no responsibility except for the due perfoonance of inspection and/or analvsis in qood faHh and accordina to Uie rules of ttie trade and of scienoe.
ORGANIC ANALYSIS REPORT
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
Toll Free [phone]
Fax [phone]
mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Client: WasatchEnvironmental
Project ID: QuaUty Linen SLC, UT / 1076-006A
Lab Sampte ID: L86413-14A
Fteld Sampte ID: GP-21 / 15-20'
CoUected: 9/17/2008 4:55:00 PM
Received: 9/17/2008
Contact: Rebecca Studenka
Analyzed: 9/23/2008 7:25:00 PM
Analysis Requested: 8260B/5030B
Analytical Results Halogenated VOCs + MBTEXN bv 8260B
Units = ng/L
Dilution Factor =
Compound
50
1,1,1,2-Tetrachloroethane
1,1,1 -Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-triQuoroethane
1,1,2-Trichloroethane
1,1 -Dichloro-1 -propene
1,1 -Dichloroethane
1,1 -Dichloroethene
1,2,3-Trichlorobenzene
1 j2,3-Trichloropropane
1,2,4-Trichlorobenzene
l,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinylether
Allyl chloride
Benzene
Benzyl chloride
Bis(2-chloroisopropyl)ether
Bromobenzene
Bromochloromethane
Reporting Limit
100
100
100
100
100
100
100
100
100
100
100
250
100
100
100
100
100
100
100
100
250
250
50
250
250
100
100
Analytical
Result
<100
<100
<100
<100
<100
<100
<100
<100
<100
<100
<100
<250
<100
<100
<100
<100
<100
<100
<100
<100
<250
<250
<50
<250
<250
<100
<100
ReportDate: 9/25/2008 Page37 of62
All
provided
the adve
00 contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faitti and accordina to Uie roles of ttie ti-ade and of science.
ToU I
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
Free [phone]
Fax [phone]
[e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocfaa
QA Officer
Lab Sampte ID: L86413-14A
Fteld Sampte ID: GP-21 / 15-20'
CoUected: 9/17/2008 4:55:00 PM
Received: 9/17/2008
Analysis Requested: 8260B/5030B
Analyticai Results
Analyzed: 9/23/2008 7:25:00 PM
Halogenated VOCs + MBTEXN by 8260B
Units = tig/L
Dilution Factor =
Compound
50
Bromodichloromethane
Bromoform
Broraomethane
Carbon tetrachloride
Chlorobenzene
Qiloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
D ibromochloromethane
Dibromomethane
Dichlorodifluoromethane
Ethylbenzene
lodomethane
Methyl tert-butyl ether
Methylene chloride
Naphthalene
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
Toluene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans l,4-Dichloro-2-butene
Xylenes, Total
Trichlorofluoromethane
Trichbroethene
Vinyl chloride
Reporting Limit
IOO
100
250
IOO
100
100
100
150
100
100
100
100
100
IOO
100
100
100
100
100
100
100
250
1000
100
100
100
IOO
100
100
100
50
Analytical
Result
<I0O
<100
<250
<100
<100
<100
<100
<150
<100
6600
<100
<100
<100
<100
<100
<100
<100
<100
<100
<100
<100
<250
44000
<100
<100
<100
<100
<100
<100
5200
. < 50
D
ReportDate: 9/25/2008 Page38 of62
Ml^aiyses applicable tothe CWAi, SCVJA, and RCRA are perfomed in accordance to NELAC protocols. Pertinent sampling infomiation is located on Uie attached COC, This reportis
MtWteri for the exclusive use of Ihe addressee. Privileges of subsequent use of Uie name of ttiis company or any member of its staff, or reproduction of ttiis report in connection writh
heHvertlsement, promotion or sate of any product or process, or in connection witti ttie re-pubacatfon of ttils report Ifcir any purpose other ttian for ttie addressee will be granted oniy
inWitacL This company accepts no responsibility except for the due oerformance of insDecHon and/or analvsis in nnnri faHh anri =.o,.<Nrrn~, tn *= r. .ioo nf tK= *r=no =nH nf en.=~-»
AMERICAN
WEST
• ANALYTICAL
LABORATORIES
Lab Sampte ID: L86413-14A
Fteld Sampte ID: GP-21 / 15-20'
CoUected: 9/17/2008 4:55:00 PM
Received: 9/17/2008
Analysis Requested: 8260B/5030B
Analytical Results
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
Fax [phone]
mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocfaa
QA Officer
Analyzed: 9/23/2008 7:25:00 PM
Halogenated VOCs + MBTEXN bv 8260B
Units = }ig/L
DUution Factor =
Compound
50
Surr; l,2-Dichloroethane-d4
Surr: 4-BromofluOrobenzene
Surr. Dibromofluoromethane
Sum Toluene-d8
Reporting Liniit
81-143
85-115
80-124
88-120
Analytical
Result
105
102
104
102
The pH ofthe sample was >2. Analysis was petformed within the 7 day holding time.
D - This anafyte was obtained from a 1:500 dilution.
The reporting limits were raised due to high analyte concentrations.
ReportDate: 9/25/2008 Page39 of62
the advertisement, promotion or 5aie Ui any ijiauutiui jj'"|-==^.'-"'"'-""" ....«.".-.-, , _..,,._., _. ,. •
on contacL This comoanv accents no resoonsibilitv exceot for the due oerformance of insnecHon qnri/or anaiv.<:iK in nnnri faith and arrnminn tn thn n iioc nf the trario anrt nf «a-ii»nro
ORGANIC ANALYSIS REPORT
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
Fax [phone]
: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocfaa
QA Officer
i
/>ln:
p"icl
Client: Wasatch Environmental
Project ED: Quality Linen / 1076-006A
Lab Sampte ID: L87877-06A
Fteld Sampte ID: GP-21 @ (24-29')
CoUected: 12/3/2008 2:45:00 PM
Received: 12/3/2008
Analysis Requested: 8260B/5030B
Analytical Results
Contact: Rebecca Studenka
Analyzed: 12/8/2008 9:25:00 AM
Halogenated VOCs bv GC/MS 8260B
Units = |ig/L
Dilution Factor =
Compotmd
1,1,1,2-Tetrachloroethane
1,1,1-Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1 -Dichloro-1 -propene
1,1-Dichloroethane
1,1 -Dichloroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinylether
AUyl chloride
Benzyl chloride
Bis(2-chloroisopropyl)ether
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
Reporting Limit
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
5.0
5.0
2.0
2.0 /
2.0'
2.0
5.0
Analytical
Result
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
14
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0:
<2.0
<2.0
<5.0
<5.0
. <5.0
<5.0
<2.0
<2.0
<2.0
<2.0
<5.0
ReportDate: 12/10/2008 Page 12 of26
I
ialyses applicable to Uie CWA. SDWA, and RCRA are perfonned in accordance to NELAC protocols. Pertinent sampling infomnation is located on ttie attached COC This report is
ided for the exclusive use of the addressee. Privileges of subsequent use of the name of ttiis comoanv or anv member of its staff, ar reoroduction of this reoort in connection with
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
Fax [phone]
-mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocfaa
QA Officer
Lab Sampte ID: L87877-06A
Fteld Sampte ID: GP-21 @ (24-29')
CoUected: 12/3/2008 2:45:00 PM
Received: 12/3/2008
Analysis Requested: 8260B/5030B
Analytical Results
Units = ^g/L
DUution Factor = 1
Compound
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
lodomethane
Methylene chloride
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans l,4-Dichloro-2-butene
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
Surr: 1,2-Dichloroethane-d4
Surr: 4-Bromofluorobenzene
Surr: Dibromofluoromethane
SIUT: Toluene-d8
D - This analyte was obtained from a 1:20 dilution.
Ana
n
' • 1 lyzed: 12/8/2008 9:25:00 AM
1
Halogenated VOCs bv GC/MS 8260B
Reporting Limit
2.0
2.0
2.0
2.0
3.0
2.0
40
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
1.0
81-143
85-115
80-124
88-120
Analytical
Result B
<2.0
<2.0 •
3.2 1
<2.0
<3.0 1
<2.0
3400 D •
<2.0 1
<2.0
<2.0 1
<2.0 •
<2.0 .
<2.0 1
<2.0
<2.0 •
<5.0 •
43
29 1
<2.0
<2.0 •
<2.0 •
220
22 I
110
102 •
104 1
99.4
^1 ^1
ReportDate: 12/10/2008 Page 13 of26
/Vll analyses applicable to ttie CWA, SDWA, and RCRA are perfomied in accordance to NELAC protocols. Pertinent sampling information is located on ttie attached COC. This report ii
provided forthe exclusive use of the addressee. Privileges of subsequent use of the name of ttiis comnanv nr ami momhiar nf ito =tarf nr roF„.^H.i<.*inn n* thi., r=,rnrf ;« —„„=^i
I
ORGANIC ANALYSIS REPORT
Client: Wasatch Environmental
Project ID: Quality Linen / 1076-006A
Lab Sampte ID: L87908-03A
^™^^ Fteld Sampte ID: GP-21 @ 35-40'
ANALYTICAL Collected: 12/4/2008 11:35:00 AM
LABORATORIES Received: 12/4/2008
Contact: Rebecca Studenka
Analysis Requested: 8260B/5030B
Analytical Results
463 West 3600 South
Salt Lake City, Utah
84115
Units = |ag/L
Dilution Factor =
Compound
[phone]
Aoll Free [phone]
I Fax [phone]
-mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
1,1,1,2-Tetrachloroethane
1,1,1 -Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1 -Dichloro-1 -propene
1,1 -Dichloroethane
1,1-Dichloroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinylether
Allyl chloride
Benzyl chloride
B is(2-chioro isopropy l)ether
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
analyses applicable to the CWA, SDWA and RCRA are oerformed in anj-nntanno tn WPI ir
Analyzed: 12/9/2008 3:07:00 PM
Halogenated VOCs bv GC/MS 8260B
Reporting Limit
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
5.0
5.0
2.0
2.0 .
2.0
2.0
5.0
Analytical
Result
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<5.0
<5.0
<2.0
<2.0
<2.0
<2.0
<5.0
ReportDate: 12/12/2008 Page6 of22
nri^tr\f*ntc Oortirmn^ ^nnsMlIn
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
Fax [phone]
e-mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocfaa
QA Officer
Lab Sampte ID: L87908-03A
Fteld Sampte ID: GP-21 @ 35-40'
Collected: 12/4/2008 11:35:00 AM
Received: 12/4/2008
Analysis Requested: 8260B/5030B
Analytical Results
Units = (ig/L
Dilution Factor = 1
Compound
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
lodomethane
Methylene chloride
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans l,4-Dichloro-2-butene
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
Surr: l,2-Dichloroethane-d4
Surr: 4-Bromofluorobenzene
Surr: Dibromofluoromethane
Smr: Toluene-d8
The pH ofthe sample was >2. Analysis was
1
1 •
Analyzed: 12/9/2008 3:07:00 PM
1
Halogenated VOCs bv GC/MS 8260B1
Reporting Limit
2.0
2.0
2.0
2.0
3.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
1.0
81-143
85-115
80-124
88-120
performed within the 7 day holding
•
Analytical •
Result 1
<2.0
<2.0 1
<2.0
<2.0 . •
<3.0 1
<2.0
<2.0 1
<2.0
<2.0 •
<2.0 1
<2.0
<2.0 1
<2.0 "
<2.0 .
<2.0 1
<5.0
<2.0 •
<2.0 •
<2.0 _
<2.0 . 1
<2.0
<2.0 •
< 1.0 •
92.8
101 \
98.0
102 g
time.
ReportDate; 12/12/2008 Page? of22 •
All analyses applicable to the CWA, SDWA. and RGRA are nfirfnrmeri in =nrnrriar>ro tn MCI nr- „„
AMERICAN
WEST
ANALYTICAL
LABORATORIES
I
I
I
I
I
I
ToU Free [phone]
• Fax [phone]
[e-mail]
ORGANIC ANALYSIS REPORT
63 West 3600 Soufli
Salt Lake City, Utafa
84115
I
I
I
I
I
I
I
I
I
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Client; WasatchEnvirormnental
ProjectID: Quality Linen/1026-006 A
LabSamplelD: L86446-03A
Fteld SampteED: GP-22 @ 5-15'
Collected; 9/18/2008 12:05:00 PM
Received: 9/18/2008
Contact: RebeccaStudenka
AnalysisRequested:
Analytical Results
8260B/5030B
Analyzed: 9/23/2008 5:0500 PM
Halogenated VOCs + MBTEXN by 8260B
Units = jig/L
DilutionFactor=
Compound
1
1,1,1,2-Tetrachloroethane
1,1,1 -Trichloroethane
1,1,2,2-Tetrachloroethane
l,l,2-Trichloro-l,2,2-trifluoroethane
l,l,2-Tricbk)roethane
1,1 -Dichloro-1 -propene
1,1-Dichloroethane
1,1 -Dichloroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinylether
AUylchloride
Benzene
Benzylchloride
Bis(2-chloroisopropyl)ether
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
ReportingLimit
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
1.0
5.0
5.0
2.0
2.0
2.0
2.0
5.0
Analytical
Result
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<1.0
<5.0
<5.0
<2.0
< 2.0
<2.0
<2.0
<5.0
Report Date: 9/26/2008 Page 4 of 17
Ml aialysas appllcabie to Hie CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling Infotmation is located on ttie attached COC. Thia tcport is
—3K.H for the exclusive use of ttie addressee. Privileges of subsequent use of ttie name of ttUs company or any member of its sterff^or reproduction of Jhis^eport In rannedBon wim last?
o^^Ei
eHfi
idwti
i,e Wertisement, promotion or sale of any product or process, or In connecUon witti ttie ne-publication of this report for any puipose ottier ttian for Uie addressee wiU lae gratited only
Dn dPtact This company accepts no responsibility except for the due perfomiance of insoection and/or analvsis in oood faith and accnrdina to the niles of ths trariR and nf sriencR.
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 Soutii
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
Fax [phone]
mail: awal@awal-!abs.com
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
LabSamptelD: L86446-03A
Field SamptelD: GP-22 (% 5-15'
CoUected: 9/18/2008 12:05:00 PM
Received: 9/18/2008
AnalysisRequested: 8260B/5030B
Analytical Results
Units= ng/L
DUutionFactor= 1
Compound
Carbontetrachloride
Chlorobenzene
Chloroetiiane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
Ethylbenzene
lodomethane
Methyltert-butylether
Methylenechloride
Naphthalene
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
Toluene
trans 1,2-Dichloroethene
tranRl,3-Dichloropropene
trans 1,4-Dichloro-2-butene
Xylenes,Total
Trichlorofluoromethane
Trichloroediene
Vinylchloride
Surr: 1,2-Dichloroethane-d4
SuiT:4-Bromofluorobenzene
SiuT:Dibromofluoromethane
Surr:Toluene-d8
The pH cfthe sample was >2. Anafysis wa.
1
1 •
Analy7ed: 9/23/2008 5:05fl0PM
Halogenated VOCs
ReportingLimit
2.0
2.0
2.0
2.0
3.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
LO
81-143
85-115
80-124
88-120
1
-)-MBTEXN by 8260B •
Analytical _
Result •
<2.0
<2.0 •
< 2.0 ^•
<2.0
<3.0 1
<2.0
99 .
<2.0 1
<2.0
<2.0 •
<2.0 •
<2.0
< 2.0 1
<2.0
<2.0 g
<2.0 1
<2.0
<2.0 •
<5.0 •
<2.0
4.8 1
<2.0
<2.0 .
<2.0 1
<2.0
<2.0 •
<2.0 "
<1.0
99.2 1
105
101 g
103 B
' performed within the 7 day holding time.
Report Date: 9/26/2008 Page 5 of 17 ^
the advertisement. Drornotion or sale of any product or process, w. >•• WW.H.WU»W.. ^.-. — .- , — - - -r ___^ . ^ _ ^ _^ •
on contacL This company accepts no responsibility except for ttie due perfonnanee of insoection and/or analvsis in oood faith and arrnrrtin,, tn .h« n .i~ nt tha ir=w» ,nH m =.»~.=
aiM
ORGANIC ANALYSIS REPORT
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 Soutii
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
Fax [phone]
I [e-mail]
Kyle F. Gross
Laboratory Director
Jose Roclia
QA Officer
Client: Wasatch Environmental
Project ID; Quality Linen / 1076-006A
LabSamptelD: L87842-04A
Fteld Sampte ED: GP-22 @ 15-20'
CoUected: 12/2/2008 11:30:00 AM
Received: 12/2/2008
Analysis Requested: 8260B/5030B
Analytical Results
Contact: Rebecca Studenka
Analyzed: 12/8/2008 1:21:00 PM
Halogenated VOCs bv GC/MS 8260B
Units = ng/L
DUution Factor -
Compound
1,1,1,2-Tetrachloroethane
1,1,1-Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-triQuoroethane
1,1,2-Trichloroethane
1,1 -Dichloro-1 -propene
1,1 -Dichloroethane
1,1-Dichloroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichloro benzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinylether
Allyl chloride
Benzyl chloride
B is(2-chloro isopropyl)ether
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
Reporting Limit
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
5.0
5.0
2.0
2-0
2.0
2.0
5.0
Analytical
Result
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
12
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<5.0
<5.0
<2.0
<2.0
<2.0
<2.0
<5.0
ReportDate: 12/10/2008 Page II of30
iSlc
iBdi
lalyses applicable to the CWA, SDWA, and RCRA are perfomied in accordance to NELAC protocols. Pertinent sampling infomnation is located on ttie attached COC. This report is
led for the exclusive use of tbe addressee. Privileges of subsequent use of ttie name of ttiis company or any member of its staff, or reproduction of this report in connection witti
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 Soutii
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
Fax [phone]
-mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Lab Sampte ID: L87842-04A
Fteld Sampte ID: GP-22 @ 15-20'
CoUected: 12/2/2008 11:30:00 AM
Received: 12/2/2008
Analysis Requested: 8260B/5030B
Analytical Results
Units = (ig/L
DUution Factor = 1
Compound
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dforomochloromethane
Dibromomethane
Dichlorodifluoromethane
lodomethane
Methylene chloride
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachlo roethene
trans 1,2-Dichioroethene
trans 1,3-Dichloropropene
trans l,4-Dichloro-2-butene
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
Surr: 1,2-Dichloroethane-d4
Surr: 4-Bromofluorobenzene
Surr: Dibromofluoromethane
Surr: Toluene-d8
-
1
I
/^alyzed: 12/8/2008 1:21:00 PM •
1
Halogenated VOCs bv GC/MS'82606
Reporting Limit
2.0
2.0
2.0
2.0
3.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
. 2.0
2.0
2.0
1.0
81-143
85-115
80-124
88-120
^
Analytical
Result _
<2.0 «
<2.0
<2.0 1
<2.0
<3.0 •
<2.0 1
130
<2.0 1
<2.0
<2.0 m
<2.0 1
<2.0
<2.0 1
<2.0 •
<2.0 «
< 5.0 1
<2.0
2.8 •
< 2.0 •
<2.0
. <2.0 1
<2.0
<i.o a
118 •
101
105 1
97.1
1
ReportDate: 12/10/2008 Page 12 of 30 ~
SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling infomiation is located on the attached COC. This reportB
e addressee: Piivileges of subsequent usie of the name of ttiis company or any member of ils staff, or reproduction of this repprt in connection w"
ORGANIC ANALYSIS REPORT
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 Soutii
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
Fax [phone]
ncB [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocfaa
QA Officer
Client: Wasatch Environmental
Project ID: QuaUty Linen / 1076-006A
Lab Sampte ID: L87842-01A
Field Sampte ID: GP-23 @ 5-15'
CoUected: 12/2/2008 8:30:00 AM
Received: 12/2/2008
Analysis Requested: 8260B/5030B
Analytical Results
Contact: Rebecca Studenka
Units = |tg/L
DUution Factor = 1
Compound
1,1,1,2-TetrachIoroethane
1,1,1 -Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1 -Dichloro-1 -propene
1,1 -Dichloroethane
1,1-Dichloroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinylether
AUyl chloride
Benzyl chloride
Bis(2-chloroisopropyl)ether
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
Analyzed: 12/8/2008 12:17:00 PM
Halogenated VOCs bv GC/MS 8260B
Reporting Limit
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
5.0
5.0
2.0
2.0
2.0
2.0
5.0
Analytical
Result
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<5.0
<5.0
<2.0
<2.0
<2.0
<2.0
<5.0
ReportDate: 12/10/2008 Page 5 of 30
AHna
p9id£
Analyses applicable to the CWA, SDWA, and RCRA are perfomied in accordance to NELAC pnjtocols. Pertinent sampling infomiation is located on the attached COC. This report is
prided for the exclusive use of the addressee. Ptivileges of subsequent use ofthe name of ttiis company or any member of its staff, or reproduction of this report in connection with
LabSamptelD: L87842-01A
Fteld Sampte ID: GP-23 @ 5-15'
CoUected: 12/2/2008 8:30:00 AM
Received: 12/2/2008 Analyzed: 12/8/2008 12:17:00 P
I
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 Soutii
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
Fax [phone]
-mail: [e-mail]
Kyle F. Gross •
Laboratory Director
Jose Rocha
QA Officer
AnalysisRequested: 8260B/5030B 1
Analytical Results " Halogenated VOCs bv GC/MS 8260B
Units = iigfL
Dilution Factor =1
Compound ReportingLimit
Carbon tetrachloride 2.0
Chlorobenzene 2.0
Chloroethane 2.0
Chloroform 2.0
Chloromethane 3.0
Chloroprene 2.0
cis 1,2-Dichloroethene 2.0
cis 1,3-Dichloropropene 2.0
Dibromochloromethane 2.0
Dibromomethane 2.0
Dichlorodifluoromethane 2.0
lodomethane 2.0
Methylene chloride 2.0
o-Chlorotoluene 2.0
p-Chlorotoluene 2.0
Pentachloroethane 5.0
Tetrachloroethene 2.0
trans 1,2-Dichloroethene 2.0
trans 1,3-Dichloropropene 2.0
trans 1,4-Dichloro-2-butene 2.0
Trichlorofluoromethane 2.0
Trichloroethene 2.0
Vinyl chloride ' 1.0
Surr: L2-Dichloroethane-d4 81-143
Surr: 4-Bromofluorobenzene 85-115
Surr: Dibromofluoromethane 80-124
Surr: Toluene-d8 88-120
The pH of the sample was >2. Analysis was performed within the 7 day holding
Analytical
Result M
< 2.0 •
<2.0
<2.0 I
<2.0
<3.0 •
<2.0 •
<2.0
<2.0 1
<2.0
<2.0 «
<2.0 1
<2.0
<2.0 1
<2.0
< 2.0 •
<5.0 1
<2.0
<2.0 I
<2.0 ^
<2.0 _
<2.0 1
<2.0
<i.o a
116 •
102 ^
104 \
98.3
time. •
ReportDate: 12/10/2008 Page6of30
All analyses applicable to the CWA, SDWA, and RCRA are perfomied in accordance to NELAC protocols. Pertinent sampling infomiation is located on ttie attached COC. This repoi
provided for the exclusive use of the addressee. Privileges of subsequent use of the name of ttiis company or any member of lis staff, or reortiduction of this reoort in connection wliff
ORGANIC ANALYSIS REPORT
AJVIERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 Soutii
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
J Fax [phone]
awal@awal-labs .com
Kyle F. Gross
Laboratory Director
Jose Rocfaa
QA Officer
Client: Wasatch Environmental
Project ID: Quality Linen / 1076-006A
Lab Sampte ID: L87842-02A
Fteld Sampte DD: GP-23 @ 15-19'
CoUected: 12/2/2008 10:30:00 AM
Received: 12/2/2008
Analysis Requested: 8260B/5030B
Analytical Results
Contact: Rebecca Studenka
Analyzed: 12/8/2008 12:38:00 PM
Halogenated VOCs bv GC/MS 8260B
Units = ng/L
DUution Factor •
Compotmd
1,1,1,2-TetrachIoroethane
1,1,1 -Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1-Dichloro-l-propene
1,1 -Dichloroethane
1,1 -Dichloroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinylether
AUyl chloride
Benzyl chloride
B is(2-chloro isopropyl)ether
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
Reporting Limit
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
5.0
5.0
2.0
2.0
2.0
2.0
5.0
Analytical
Result
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<5.0
<5.0
<2.0
<2.0
<2.0
<2.0
<5.0
ReportDate: 12/10/2008 Page 7 of 30
•ilBalyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling infonnation is located on the attached COC This report is
>r|ped for the exdusive^use of ttie addressee. Pnvileges of subsequent use of fhe name of this company or any member of its staff, or repioduction of this report in connection with
LabSamptelD: L87842-02A
Fteld Sampte ID: GP-23 @ 15-19'
Collected: 12/2/2008 10:30:00 AM
Received: 12/2/2008 Analyzed: 12/8/2008 12:38:00 P
I
MI
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 Soutii
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
Fax [phone]
-mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Analysis Requested: 8260B/5030B
Analytical Results
Units = ^ig/L
Dilution Factor = 1
Compound
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
lodomethane
Methylene chloride
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachlo ro ethene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans l,4-Dichloro-2-butene
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
Surr: 1,2-Dichloroethane-d4
Surr: 4-Bromofluorobenzene
Surr: Dibromofluoromethane
Surr: Toluene-d8
The pH ofthe sample was >2. Analysis was
1
HaSogenated VOCs bv GC/MS 8260B
Reporting Limit
2.0
2.0
2.0
2.0
3.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
1.0
81-143
85-115
80-124
88-120
performed within the 7 day holding
Analytical
Result —
< 2.0 •
< 2.0
<2.0 •
<2.0
<3.0 •
<2.0 1
<2.0
<2.0 1
<2.0 .
<2.0 •
•<2.0' 1
<2.0
<2.0 I
<2.0 •
<2.0 »
<5.0 1
<2.0
<2.0 " •
<;2.0 "
<2.0
<2.0 1
<2.0
<1.0 •
118 •
101
106 1
97.6
time. •
ReportDate: 12/10/2008 Page 8 of 30
All analyses applicable to the CWA, SDWA, and RCRA are perfomied in accordance to NELAC protocols. Pertinent sampling infortnation is located on the attached COC This report
provided for the exclusive use of the addressee. Privileges of subsequent use ofthe name of this company or any member of its staff, or reproduction of this report in connection vi
ORGANIC ANALYSIS REPORT
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 Soutii
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
Fax [phone]
niiS [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Client: Wasatch Environmental
Project ID: Quality Linen / 1076-006A
Lab Sampte ID: L87842-03A
Fteld Sampte ID: GP-23 @ (15-19') Dup
CoUected: 12/2/2008 i0:30:00 AM
Received: 12/2/2008
Analysis Requested: 8260B/5030B
Analytical Results
Contact: Rebecca Studenka
Analyzed: 12/8/2008 12:59:00 PM
Halogenated VOCs bv GC/MS 8260B
Units = lig/L
DUution Factor = 1
Compotmd
1,1,1,2-TetrachIoroethane
1,1,1 -Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1 -Dichloro-1 -propene
1,1 -Dichloroethane
1,1 -Dichloroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichloro benzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinylether
Allyl chloride
Benzyl chloride
B is(2-chloro isopropyl)ether
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
Reporting Limit
2.0
2.0
2.0
2.0
2.0
2.0
• 2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
5.0
5.0
2.0
2.0
2.0
2.0
5.0
Analytical
Result
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<5.0
<5.0
<2.0
<2.0
<2.0
<2.0
<5.0
ReportDate: 12/10/2008 Page9 of30
i inalyses applicable to the CWA, SDWA, and RCRA are perfomied in accordance to NELAC protocols. Pertinent sampling infomation is located on the attached COC This report is
pBided for the exclusive use of the addressee. Privileges of subsequent use of the name of tills company or any member of its staff, or reproduction of this report in connection with
LabSamptelD: L87842-03A
Fteld Sampte ID: GP-23 @ (15-19') Dup
Collected: 12/2/2008 10:30:00 AM .
Received: 12/2/2008 Analyzed: 12/8/2008 12:59:00 P
I
MP
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
Toll Free [phone]
Fax [phone]
-mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocfaa
QA Officer
Analysis Requested: 8260B/5030B
Analytical Results
Units = \ig/L
DUution Factor = 1
Compound
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
lodomethane
Methylene chloride
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans l,4-Dichloro-2-butene
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
Surr: 1,2-Dichloroethane-d4
Surr: 4-Bromofluorobenzene
Surr: Dibromofluoromethane
.Surr:Toluene-d8
1
Halogenated VOCs by GC/MS^8260B"
Reporting Limit
2.0
2.0
2.0
2.0
3.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
1.0
81-143
85-115
80-124
88-120
The pH ofthe sample was >2. Anafysis was performed within the 7 day holding
SDWA, and RCRA are performed in accordance to NELAC protocols.
5 addressee. Privileges of subsequent use of fhe name of tills compa
Analytical
Resuh M
<2.0 •
<2.0
<2.0 1
<2.0
<3.0 •
<2.0 1
<2.0
<2.0 1
<2.0
<2.0 •
<2.0 1
.<2.0
<2.0 1
<2.0 '
<2.0 .
<5.0 1
<2.0
<2.0 I
<2.0 •
<2.0 —
< 2.0 1
<2.0
<1.0 . •
116 •
101 ^
105 1
98.2
time. •
ReportDate: 12/10/2008 Page 10 of30
Pertinent sampling infomnation is located on the attached COC. This report 9
ny or any member of its staff, or reproduction of this report in connection vw"
ORGANIC ANALYSIS REPORT
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 Soutii
Salt Lake City, Utah
.84115
[phone]
ToU Free [phone]
g Fax [phone]
ial [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Client: Wasatch Environmental
Project ID: QuaUty Linen / 1076-006A
LabSamptelD: L87842-08A
Fteld Sampte ID: GP-24 @ 15-20'
CoUected: 12/2/2008 4:45:00 PM
Received: 12/2/2008
Analysis Requested: 8260B/5030B
Analytical Results
Contact: Rebecca Studenka
Units = |Lig/L
DUution Factor = 1
Compound
, 1,1,2-Tetrachloroethane
,1,1 -Trichloroethane
, 1,2,2-Tetrachloroethane
, 1,2-Trichloro-1,2,2-trifluoroethane
, 1,2-Trichloroethane
, 1 -Dichloro-1 -propene
, 1 -Dichloroethane
, 1 -Dichloroethene
,2,3 -Trichlorobenzene
,2,3-Trichloropropane
,2,4-Trichlorobenzene
,2-Dibromo-3-chloropropane
,2-Dibromoethane
,2-Dichlorobenzene
,2-Dichloroethane
,2-Dichloropropane
,3-Dichlorobenzene
,3-Dichloropropane
,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinylether
Allyl chloride
Benzyl chloride
Bis(2-chloroisopropyl)ether
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
Analyzed: 12/8/2008 9:04:00 AM
Halogenated VOCs bv GC/MS 8260B
Reporting Limit
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0 ,
2.0
2.0
2.0
2.0
5.0
5.0
5.0
5.0
2.0
2-0
2.0
2.0
5.0
Analytical
Result
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<5.0
<5.0
<2.0
. <2.0
<2.0
<2.0
<5.0
ReportDate: 12/10/2008 Page 19 of 30
Wialyses applicable to the CWA, SDWA, and RCRA are performed in accordance to IMEIAC protocols. Pertinent sampling infomiation is located on the attached COC This report is
i^ded for ttie exclusive use of the addressee. Privileges of subsequent use of the name of ttiis company or any member of ils staff, or reproduction of this report in connection with
tha ^rhfarti arn^n# nrv^m,
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115.
[phone]
ToU Free [phone]
Fax [phone]
-mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocfaa
QA Officer
Lab Sampte ID: L87842-08A
Fteld Sampte ID: GP-24 @ 15-20'
CoUected: 12/2/2008 4:45:00 PM
Received: 12/2/2008
Analysis Requested: 8260B/5030B
Analytical Results
Analyzed: 12/8/2008 9:04:00 AlVl
Halogenated VOCs by GC/MS 82608
Units = |j.g/L
Dilution Factor =
Compound
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
lodomethane
Methylene chloride
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans l,4-Dichloro-2-butene
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
Surr: 1,2-Dichloroethane-d4
Surr: 4-Bromofluorobenzene
Surr: Dibromofluoromethane
Surr: Toluene-d8
Reporting Limit
2.0
2.0
2.0
2.0
3.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0 .
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
1.0
81-143
85-115
80-124
88-120
Analytical
Result
<2.0
<2.0
<2.0 .
<2.0
<3.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
• <2.0
<2.0
<2.0
<5.0
<2.0
• <2.0
<2.0
<2.0
<2.0
<2.0
<1.0
107
102
102
100
ReportDate: 12/10/2008 Page20 of30
All analyses applicable to the'CWA. SDWA, and RCRA are perfomied in accordance to NELAC protocols. Pertinent sampling information is located on the attached GOC. This report
provided for the exclusive use of the addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reoroduction of this report in connection w;
ORGANIC ANALYSIS REPORT
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 Soutii
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
Fax [phone]
n^ [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
MBial
jr^Je
CUent: Wasatch Environmental
Project ID: Quality Linen / 1076-006A
Lab Sampte ID: L87877-07A
Fteld Sampte ID: GP-25 @ 5-15'
CoUected: 12/3/2008 3:15:00 PM
Received: 12/3/2008
Analysis Requested: 8260B/5030B
Analytical Results
Contact: Rebecca Studenka
Analyzed: 12/8/2008 4:34:00 PM
Halogenated VOCs bv GC/MS 8260B
Units = \ig/L
Dilution Factor =
Compound
1,1,1,2-Tetrachloroethane
1,1,1-Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1 -Dichloro-1 -propene
1,1 -Dichloroethane
1,1 -Dichloroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinylether
Allyl chloride
Benzyl chloride
Bis(2-chloro isopropyl)ether
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
Reporting Limit
.2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
5.0
5.0
2.0
2.0 f
2.0 '
2.0
5.0
Analytical
Result
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<5.0
<5.0
<2.0
<2.0
<2.0
<2.0
<5.0
ReportDate: 12/10/2008 Page 14 of 26
AtMaiyses applicable to the CWA, SDWA, and RCRA are perfomned in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. This report is
pr^mied for the exclusive use of the addressee. Priviieoes of subsRniipnt its** nf thf» namp nt thie ^nmryanu nr -anw mgamK.^ • i-kf Tto r^<^# -^f r
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 Soutii
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
Fax [phone]
-mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Lab Sampte DD: L87877-07A
Fteld Sampte ID: GP-25 @ 5-15'
CoUected: 12/3/2008 3:15:00 PM
Received: 12/3/2008
Analysis Requested: 8260B/5030B
Analytical Results
Units =|i g/L
DUution Factor = 1
Compound
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
lodomethane
Methylene chloride
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans l,4-Dichlorb-2-butene
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
Surr: 1,2-Dichloroethane-d4
Surr: 4-Bromofluorobenzene
Surr: Dibromofluoromethane
Surr: Toluene-d8
D - This anafyte was obtained from a 1: 10 dilution.
1
1
Analyzed: 12/8/2008 4:34:00 PM "
1
Halogenated VOCs by GC/MS'8260B
Reporting Limit
2.0
2.0
2.0
2.0
3.0
2.0
20
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0 .
2.0
1.0
81-143
85-115
80-124
88-120
/
0
Analytical
Result •
<2.0 •
<2.0 •
<2.0 1
<2.0
<3.0 •
<2.0 •
310 » -
<2.0 1
<2.0
<2.0 •
<2.0 •
<2.0
5.1 1
<2.0
<2.0 •
<5.0 1
<2.0
120 •
<2.0
<2.0 m
<2.0 1
14
1.6 1
124 "
99.5 m
108 1
94.6
ReportDate: 12/10/2008 Page 15 of26
All analyses applicable to Uie CWA, SDWA, and RCRA are perfonned in accordance to NELAC protocols. Pertinent sampling information is located on Uie attached COC. This report
provided for the exclusive use of the addressee. Priviieoes of subsequent iisfi of Ihe namR nf thie fnmn-onw .^r ^r,, r^Kor r.f Itc ..*..
ni
[phone]
ToU Free [phone]
Fax [phone]
[e-mail]
ORGANIC ANALYSIS REPORT
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 Soutii
Salt Lake City, Utah
84115
Kyle F. Gross
Laboratory Director
Jose Rocfaa
QA Officer
CUent: Wasatch Environmental
Project ID: QuaUty Linen / 1076-006A
Lab Sampte ID: L87877-04A
Fteld Sampte ID: GP-25 @ 15-20'
CoUected: 12/3/2008 1:30:00 PM
Received: 12/3/2008
Analysis Requested: 8260B/5030B
Analytical Results
Contact: Rebecca Studenka
Units = |ig/L
DUution Factor = 1
Compound
1,1,1,2-Tetrachloroethane
1,1,1 -Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1 -Dichloro-1 -propene
1,1 -Dichloroethane
1,1 -Dichloroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
l.,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinylether
AUyl chloride
Benzyl chloride
Bis(2-chloroisopropyl)ether
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
Analyzed: 12/8/2008 3:51:00 PM
Halogenated VOCs bv GC/MS 8260B
Reporting Limit
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
5.0
5.0
2.0
2.0
2.0
2.0
5.0
Analytical
Result
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<5.0
<5.0
<2.0
<2.0
<2.0
<2.0
<5.0
ReportDate; 12/10/2008 Page8 of 26
/^•nalyses applicable to the CWA, SDW/V, and RCRA are perfonned in accordance to NELAC protocols. Pertinent sampling infonnation is located on the attached COC This report is
pmided for the exclusive use of the addressee. Privileges of subsequent use of the name of this comoanv nr anv momhor nf ifo otaw nr ranmrt.intinn nt thio r=F^nrf in r^nnor»nr. ii>»h
AMERICAN
WEST
. ANALYTICAL
LABORATORIES
463 West 3600 Soutii
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
Fax [phone]
-mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocfaa
QA Officer
Lab Sampte ID: L87877-04A
Fteld Sampte ID: GP-25 @ 15-20'
CoUected: 12/3/2008 1:30:00 PM
Received: 12/3/2008
AnalysisRequested: 8260B/5030B
Analytical Results
Units = |ig/L
DUution Factor = 1
Compotmd
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
lodomethane
Methylene chloride
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachlo roethene
trans 1,2-Dichloroethene
trans 1,3 -D ichloropropene
traris 1,4-Dichloro-2-butene
Trichlor 0 fluor o methane
Trichloroethene
Vinyl chloride
S urr: 1,2 -D ichloro ethane-d4
Surr: 4-Bromofluorobenzene
Surr: Dibromofluoromethane
Surr: Toluene-d8
D - This analyte was obtained from a 1:10 dilution.
SDWA, and RCRA are perfomied in accordance to NELAC protocol
1
• 1
Analyzed: 12/8/2008 3:51:00 PM
1
Halogenated VOCs by GC/MS 8260B_
Reporting Limit
2.0
2.0.
2.0
2.0
3.0
2.0
20
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
1.0
81-143
85-115
80-124
88-120
/
s- Pertinent sampling information
Analytical
Result 1
<2.0
<2.0 •
<2.0 1
<2.0
<3.0 1
<2.0
330 D •
<2.0 1
<2.0
<2.0 1
<2.0
<2.0 •
3.9 1
<2.0
<2.0 I
<5.0 *
<2.0 g
94 1
<2.0
<2.0 •
<2.0 •
23 ^
1.8 1
125
101 •
109 "
97.0 ^
ReportDate: 12/10/2008 Page 9 of 26
is located on the attached COC. This report "
nmxHH^H frtr +ho av^tiioi»»ta i ii>«k r\4 th«» -tMMr^c.
ORGANIC ANALYSIS REPORT
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 Soutii
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
Fax [phone]
nflt [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
^nn
CUent: Wasatch Environmental
Project ID: Quality Linen / 1076-006A
Lab Sampte ID: L87877-05A
Fteld Sampte ID: GP-25 @ (15-20')dup
CoUected: 12/3/2008 1:30:00 PM
Received: 12/3/2008
AnalysisRequested: 8260B/5030B
Analytical Results
Contact: Rebecca Studenka
Analyzed: 12/8/2008 4:12:00 PM
Halogenated VOCs bv GC/MS 8260B
Units = |tg/L
DUution Factor = 1
Compound
1,1,1,2-Tetrachloroethane
1,1,1 -Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1-Dichloro-l-propene
1,1 -Dichloroethane
1,1 -Dichloroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-DichJoropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinylether
AUyl chloride
Benzyl chloride
Bis(2-chloro isopropyl)ether
Bromobettzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
Reporting Limit
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
5.0
5.0
2.0 .
2.0 /
2.0 •
2.0
5.0
Analytical
Result
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<5.0
<5.0
<2.0
<2.0
<2.0
<2.0
<5.0
ReportDate: 12/10/2008 Page 10 of26
__^naiyses applicable to the CWA. SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on ttie attached COC This report is
provided for fhe exclusive use of Uie addressee. Privlleae.<! nf .inhspniipn* HKP nf *«. r,=m= M thio ^r..^r.-. ,„.. —
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 Soutii
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
Fax [phone]
-mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Lab Sampte ID: L87877-05A
Fteld Sampte ID: GP-25 @ (15-20')dup
CoUected: 12/3/2008 1:30:00 PM
Received: 12/3/2008
AnalysisRequested: 8260B/5030B
Analytical Results
Units = |ig/L
Dilution Factor = 1
Compound
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
lodomethane
Methylene chloride
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans l,4-Dichloro-2-butene
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
Surr: 1,2-Dichloroethane-d4
Surr: 4-Bromofluorobenzene
Surr: Dibromofluoromethane
. Surr: Toluene-d8
D - This anafyte was obtained from a 1:10 dilution.
SDWA, and RCRA are perfomned in accordance to NELAC protoco
1
• 1
Analyzed: 12/8/2008 4:12:00 PM
1
Halogenated VOCs by GC/MS'8260B«
Reporting Limit
2.0 .
2.0
2.0
2.0
3.0
2.0
20
2.0
2.0
2.0
2.0 ' •
2.0
2.0
2.0
2.0
5.0
2.0
2.0.
2.0
2.0
2.0
' 2.0
1.0
81-143
85-115
80-124
88-120
/^
Is. Pertinent sampling information
Analytical
Result 1
<2.0
<2.0 •
<2.0 •
<2.0
<3.0 1
<2.0
330 D •
<2.0 1
<2.0
<2.0 1
< 2.0
<2.0 m
4.1 1
<2.0
<2.0 1
<5.0 •
<2.0 -
94 1
<2.0
<2.0 •
<2.0 •
23 _
1.9 1
125
101 •
109 •
95.8 ^
ReportDate: 12/10/2008 Page 11 of 26
is located on the attached COG. This report i"
ornuiriPri fnr IhA ovrltiQi^^o i ic*i nf the aHrlracGAA Dn<Mi<-.nnri ^f r-.-K^^^
m;
ORGANIC ANALYSIS REPORT
CUent: Wasatch Environmental
ProjectID: QuaUty Linen/ 1076-006A
Lab Sampte ID: L87908-02A
^^^^^? Fteid Sampte ID: GP-25 @ 24-29'
Ai^ALYTICAL CoUected: 12/4/2008 11:00:00 AM
LABORATORIES Received: 12/4/2008
Contact: Rebecca Studenka
Analysis Requested; 8260B/5030B
Analytical Results
463 West 3600 Soutii
SaltLakeCity, Utah
84115
Units = \ig/L
DUution Factor = 1
Compound
[phone]
11 Free [phone]
Fax [phone]
: awal@,awal-labs.com
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Analyzed: 12/9/2008 3:29:00 PM
Halogenated VOCs bv GC/MS 8260B
1,1,1,2-Tetrachloroethane
1,1,1 -Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-l ,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1 -Dichloro-1 -propene
1,1 -Dichloroethane
1,1 -Dichloroethene
1,2,3-Trichlorpbenzene
1,2,3-Trichloropropane
. 1,2,4-Trichlorobenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinylether
AUyl chloride
Benzyl chloride
B is(2-chloro isopropyl)ether
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
lalyses applicable fo the CWA. SDWA and RCRA ars nnrfnimfii in anmrrtanno M MCJ an ..rr,.^—i.. o....;—
Reporting Limit
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
5.0
5.0
2.0
2.0 .
2.0
2.0
5.0
Analytical
Result
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<5.0
<5.0
<2.0
<2.0
<2.0
<2.0
<5.0
ReportDate: 12/12/2008 Page4 of22
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 Soutii
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
Fax [phone]
e-mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Lab Sampte ID: L87908-02A
Fteld Sampte ID: GP-25 @ 24-29'
CoUected: 12/4/2008 11:00:00 AM
1
1 1
Received: 12/4/2008 Analyzed: 12/9/2008 3:29:00 PM
AnalysisRequested: 8260B/5030B 1
Analytical Results Halogenated VOCs by GC/MS 8260BB
Units = |ig/L
DUution Factor = 1
Compound ReportingLimit
Carbon tetrachloride 2.0
Chlorobenzene 2.0
Chloroethane 2.0
Chloroform 2.0
Chloromethane 3.0
Chloroprene 2.0
cis 1,2-Dichloroethene 2.0
cis 1,3-Dichloropropene 2.0
Dibromochloromethane 2.0
Dibromomethane 2.0
Dichlorodifluoromethane 2.0
lodomethane 2.0
Methylene chloride 2.0
o-Chlorotoluene 2.0
p-Chlorotoluene 2.0
Pentachloroethane 5.0
Tetrachloroethene 2.0
trans 1,2-Dichloroethene 2.0
trans 1,3-Dichloropropene 2.0
trans l,4-Dtehloro-2-butene 2.0
Trichlorofluoromethane 2.0
Trichloroethene 2.0
Vinylchloride 1.0
Surr: 1,2-Dichloroethane-d4 81-143
Surr: 4-Bromofluorobenzene 85-115
Surr: Dibromofluoromethane 80-124
Surr: Toluene-d8 88-120
The pHofthe sample was >2. Anafysis was performed within the 7 day holding
1
Analytical M
Result 1
<2.0
<2.0 1
<2.0
<2.0 «
<3.0 1
<2.0
. <2.0 I
<2.0 *
<2.0 g
<2.0 . 1
<2.0
. .<2.0 •
<2.0 •
<2.0
<2.0 1
<5.0
<2.0 •
<2.0 i
<.2.0
<2.0 1
<2.0
<2.0 •
•<1.0 1
97.0
99.7 1
101
99.5 p
time.
ReportDate: 12/12/2008 Page5 of22 —
All analyses aoolicable to the CWA. SDWA. and Rr.RA aro norfnrm=rf ;r. ..:.^..„t^
ORGANIC ANALYSIS REPORT
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 Soutii
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
Fax [phone]
mW. [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocfaa
QA Officer
^9i\
CUent: Wasatch Environmental
Project ED: QuaUty Linen / 1076-006A
Lab Sampte ID: L87877-08A
Fteld Sampte ID: GP-26 @ 15-20'
CoUected: 12/3/2008 4:40:00 PM
Received: 12/3/2008
Analysis Requested: 8260B/5030B
Analytical Results
Contact: Rebecca Studenka
Analyzed: 12/8/2008 4:55:00 PM
Halogenated VOCs bv GC/MS 8260B
Units = |ig/L
DUution Factor = 1
Compound
1,1,1,2-Tetrachloroethane
1,1,1-Trichloroethane
1,1 j2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-trU[luoroethane
1,1,2-Trichloroethane
1,1 -Dichloro-1 -propene
1,1 -Dichloroethane
1,1 -Dichloroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinylether
Allyl chloride
Benzyl chloride
Bis(2-chloroisopropyl)ether
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
Reporting Limit
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0 •
2.0
2.0
5.0
5.0
5.0
5.0
2.0
2.0
2.0'
2.0
5.0
Analytical
Result
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<5.0
<5.0
<2.0
<2.0
<2.0
<2.0
<5.0
ReportDate: 12/10/2008 Page 16 of26
inalyses applicable to Uie CWA, SDWA, and RCRA are perfomied in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. This report is
ided for the exclusive use of the addressee. Priviieoes of subseouent use of the name nf ihi<i mmnanM nr ^^M mcu^K^r r^r lo rfo« .,, ~>.,~.i.....;».. .^ iw... ..^^..;., ^.........MI.... ...i.!-
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
Fax [phone]
2-mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocfaa
QA Officer
Lab Sampte ID: L87877-08A
Fteld Sampte ID: GP-26 @ 15-20'
CoUected: 12/3/2008 4:40:00 PM
Received: 12/3/2008
Analysis Requested: 8260B/5030B
Analytical Results
Units = p. g/L
DUution Factor = 1
Compotmd
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
lodomethane
Methylene chloride
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans 1,4-Dichloro-2-butene
Trichlor ofluoro methane
Trichloroethene
Vinyl chloride
Surr: 1,2-Dichloroethane-d4
Surr: 4-Bromofluorobenzene
SIUT: Dibromofluoromethane
Surr: Toluene-d8
SDWA, and RCRA are performed in accordance to NELAC protocols.
1
1
Analyzed: 12/8/2008 4:55:00 PM "
1
Halogenated VOCs by GC/MS'8260B
Reporting Limit
2.0
2.0
2.0
2.0
3.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
1.0
81-143
85-115
80-124
88-120
/
Pertinent sampling infomiation
. Analytical
Result •
<2.0 •
<2.0 «
<2.0 • 1
< 2.0
<3.0 I
<2.0 •
SS .
<2.0 1
<2.0
<2.0 •
<2.0 •
<2.0
<2.0 1
<2.0
<2.0 •
<5.0 1
< 2.0
7.3 • 1
<2.0
<2.0 m
<2.0 1
<2.0
4.3 1
125
101 m
108 1
96,0
ReportDate: 12/10/2008 Page 17 of 26
is located on the attached COC. This repon iB
provided for the exclusive use of the addressee. Privileges of subsequent use of the name of Uiis comoanv or anv member of its staff, or rpnrnrli irfinn of this rpnnrt in mnnfirtinn iwith
ORGANIC ANALYSIS REPORT
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 Soutii
Salt Lake City, Utafa
84115
[phone]
ToU Free [phone]
J Fax [phone]
: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocfaa
QA Officer
CUent: Wasatch Environmental
ProjectID: Quality Linen / 1076-006A
LabSamptelD: L87877-09A
Fteld Sampte ID: GP-26 @. 25-30'
CoUected: 12/3/2008 5:20:00 PM
Received: 12/3/2008
Analysis Requested: 8260B/5030B
Anafytical Results
Contact: Rebecca Studenka
Analyzed: 12/8/2008 5:16:00 PM
Halogenated VOCs bv GC/MS 8260B
Units = |tg/L
DUution Factor = 1
Compound
,1,1,2-Tetrachloroethane
,1,1 -Trichloroethane
, 1,2,2-Tetrachloroethane
, 1,2-Trichloro-1,2,2-trifluoroethane
, 1,2-Trichloroethane
, 1 -Dichloro-1 -propene
, 1 -Dichloroethane
, 1 -Dichloroethene
,2,3-Trichlorobenzene
,2,3-Trichloropropane
,2,4-Trichlorobenzene
,2-Dibromo-3-chloropropane
,2-Dibromoethane
,2-Dichlorobenzene
,2-Dichloroethane
,2-Dichloropropane
,3-Dichlorobenzene
,3-Dichloropropane
,4-Dichloro benzene
2,2-Dichloropropane
2-Chlo roethylvinylether
Allyl chloride
Benzyl chloride
Bis(2-chloroisopropyl)ether
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
Reporting Limit
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2,0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
5.0
5.0
2.0
2.0
2.0
2.0
5.0
Analytical
Result
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<5.0
<5.0
<2.0
<2.0
<2.0
<2.0
<5.0
Report Date: 12/10/2008 Page 18 of 26
(TO/i
nalyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC pnjtocols. Pertinent sampling infomnation is located on the attached COC. This report is
ided for, the exclusive use of the addressee. Privileges of subsequent use of the name of this comoanv or anv memtier nf ite .«rtaff nr ronmriiin«nn nf ihic ronnr* in nnnri<vtinn uuitn
AMERICAN
. WEST
ANALYTICAL
LABORATORIES
463 West 3600 Soutii
Salt Lake City, Utafa
84115
[phone]
ToU Free [phone]
Fax [phone]
-mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocfaa
QA Officer
Lab Sampte ID: L87877-09A
Fteld Sampte ID: GP-26 @ 25-30'
CoUected: 12/3/2008 5:20:00 PM
Received: 12/3/2008
Analysis Requested: 8260B/5030B
Analytical Results
Units = (tg/L
DUution Factor = 1
Compound
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
D ibromomethane
Dichlorodifluoromethane
lodomethane
Methylene chloride
o-Chloro to luene
p-Chlorotoluene
Pentachloroethane
Tetrachlo roethene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans 1,4-Dichloro-2-butene
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
SIUT: 1,2-Dichloroethane-d4
Surr: 4-Bromofluorobenzene
Surr: Dibromofluoromethane
Surr: Toluene-d8
The pH ofthe sample was >2. Analysis was
.^n\A/A anH ROR A aria narfnrmari in annnrHannia fn MC
1
• 1
Analyzed: 12/8/2008 5:16:00 PM
1
Halogenated VOCs bv GC/MS 82 60B^ •
Reporting Limit
2.0
2.0
2.0
2.0
3.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
1.0
81-143
85-115
80-124
88-120
performed within the 7 day holding
1 Ar^ niv^tnnnl.. •n.^InAn* nnwint;..n '...(..........i.....
Analytical
Result 1
<2.0
<2.0 •
<2.0 •
<2.0
<3.0 1
<2.0
<2.0 •
<2.0 1
<2.0
< 2.0 1
<2.0
<2.0 m
<2.0 1
<2.0
<2.0 1
<5.0 ."
<2.0 «
<2.0 1
<2.0
<2.0 •
<2.0 •
<2.0 —
<i.o 1
125
102 •
109 •
96.3 ^
time. •
ReportDate: 12/10/2008 Page 19 of26
orovided for the exclusive use nf ths 3drirRs.<?p*> Pmiiion
r
ORGANIC ANALYSIS REPORT
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
(§01)263-8686
DU Free [phone]
Fajc [phone]
-m"!: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Client: Wasatch Environmental
Project ID: QuaUty Linen / 1076-006A
LabSamptelD: L87908-01A
Fteld Sampte ID: GP-27 @ 15-20'
CoUected: 12/4/2008 8:45:00 AM
Received: 12/4/2008
Analysis Requested: 8260B/5030B
Analytical Results
Contact: Rebecca Studenka
/\nalyzed: 12/9/2008 3:51:00 PM
Halogenated VOCs bv GC/MS 8260B
Units = (Ig/L
Dilution Factor =
Compound
1,1,1,2-Tetrachloroethane
1,1,1 -Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1 -Dichloro- 1-propene
1,1 -Dichloroethane
1,1-Dichloroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinytether
Allyl chloride
Benzyl chloride
Bis(2-chloroisopropyl)ether
Bromobenzene -
Bro moc hloromethane
Bromodichloromethane
Bromoform
Bromomethane
Reporting Limit
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
5.0
5.0
2.0
2.0
2.0
2.0
5.0
Analytical
Result
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<5.0
<5.0
<2.0
<2.0
<2.0
<2.0 .
<5.0
ReportDate: 12/12/2008 Page2of22
analyses applicable to the CWA, SDWA and RCRA are nerfnmiRri in anrnrHonna tn MPI Ar^ nm+^/.«t/. a^^.^..^... .......i:.....
• AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 Soutii
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
Fax [phone]
e-mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Lab Sampte ID: L87908-01A
Fteld Sampte ID: GP-27 @ 15-20'
CoUected: 12/4/2008 8:45:00 AM
Received: 12/4/2008
Analysis Requested: 8260B/5030B
Analytical Results
Units = jxg/L
DUution Factor = 1
Compound
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
lodomethane
Methylene chloride
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans l,4-Dichloro-2-butene
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
Surr: l,2-Dichloroethane-d4
Surr: 4-Bromofluorobenzene
Surr: Dibromofluoromethane
Surr: Toluene-d8
The pH ofthe sample was >2. Analysis was
1
1 •
Analyzed: 12/9/2008 3:51:00 PM -
•
Halogenated VOCs bv GC/MS 8260Bi
Reporting Limit
2.0
2.0
2.0
2.0
3.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
1.0
81-143
85-115
80-124
88-120
performed within the 7 day holding
•
Analytical •
Result, •
<2.0 _
<2.0 1
<2.0
<2.0 •
<3.0 •
<2.0
9.8 1
<2.0
<2.0 •
<2.0 •
<2.0
<2.0 I
<2.0
<2.0 •
<2.0 1
<5.0 •
<2.0 1
< 2.0
<2.0 M
<2.0 1
<2.0
<2.0 I
<i.o •
94.5 -
99.2 1
100
99.9 1
time.
ReportDate: 12/12/2008 Page3 of22 fl
Ail analWRPx? annliraWo tn tho PM/A cnvAM -.«^ o^o^
ORGANIC ANALYSIS REPORT
AMERICAN
CUent: Wasatch Environmental
Project ID: QuaUty Linen / 1076-006A
Lab Sampte ID: L87908-07A
Fteld Sampte ID: GP-28 @ 5-15'
Contact: Rebecca Studenka
WEST
ANALYTICAL CoUected: 12/4/2008 5:00:00 PM
LABORATORIES Received: 12/4/2008
463 West 3600 Soutii
Salt Lake City, Utah
84115
[phone]
t u Free [phone]
Fax [phone]
-mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocfaa
QA Officer
Analysis Requested: 8260B/5030B
Analytical Results
Analyzed: 12/9/2008 12:57:00 PM
Halogenated VOCs bv GC/MS 8260B
Units = (ig/L
DUution Factor =
Compotmd
1,1,1,2-TetrachIoroethane
1,1,1 -Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1 -Dichloro-1 -propene
1,1 -Dichloroethane
1,1-Dichloroethene
.1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-chloropropane
r,2-D ibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinytether
Allyl chloride
Benzyl chloride
Bis(2-chloroisopropyl)ether
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
Reporting Limit
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
5.0
5.0
2.0
2.0 .
2.0
2.0
5.0
Analytical
Result
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<5.0
<5;0
. <2.0
<2.0
<2.0
<2.0
<5.0
Report Date; 12/12/2008 Page 14 of 22
analVRiaR annlirahio in th** C\M£i RrtVA/A an^ or*oA .
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 Soutii
Salt Lake City, Utafa
84115
[phone]
Toll Free [phone]
Fax [phone]
e-mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocfaa
QA Officer
LabSamptelD: L87908-07A
Fteld Sampte ID: GP-28 @ 5-15'
Collected: 12/4/2008 5:00:00 PM
Received: 12/4/2008
Analysis Requested: 8260B/5030B
Analytical Results
Units = (tg/L
DUution Factor = 1
Compound
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
lodomethane
Methylene chloride
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans 1,4-Dichloro-2-butene
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
Surr: 1,2-Dichloroethane-d4
Surr: 4-Bromofluorobenzene
Surr: Dibromofluoromethane
Surr: Toluene-d8
' - Matrix spike recovery indicates matrix interference.
1
1
Analyzed: 12/9/2008 12:57:00 PM«
•
Halogenated VOCs by GC/MS 8260B|
Reporting Limit
2.0
2.0
2.0
2.0
3.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
1.0
81-143
85-115
80-124
88-120
The method is in control
Analytical 1
Result B
< 2.0 «
<2.0 ' 1
<2.0
<2.0 I
<3.0 •
<2.0 .
17 1
<2.0
<2.0 I
<2.0 •
<2.0 -
<2.0 1
<2.0
<2.0 •
<2.0 1
<5.0
2.7 1
<2.0
<2.0 •
<2.0 1
<2.0
20 1
2.4
96.9 •
102 1
101
101 1
as indicated by the LCS.
ReportDate: 12/12/2008 Page 15 of22 I
ORGANIC ANALYSIS REPORT
AMERICAN
WEST
ANALYTICAL
LABORATORIES
Client: Wasatch Environmental
Project ID: QuaUty Linen / 1076-006A
Lab Sampte ID: L87908-04A
Fteld Sampte ID: GP-28 @ 15-20'
CoUected: 12/4/2008 1:10:00 PM
Received: 12/4/2008
AnalysisRequested: 8260B/5030B
Analytical Results
Contact: Rebecca Studenka
Analyzed: 12/9/2008 2:46:00 PM
Halogenated VOCs bv GC/MS 8260B
1 463 West 3600 South
• Salt Lake City, Utah
84115
[phone]
|U Free [phone]
1 Fax [phone]
lil: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
1 QA Officer
Units = (Ig/L
Dilution Factor = 1
Compotmd
1,1,1,2-Tetrachloroethane
1,1,1-Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1-Dichloro-l-propene
1,1-Dichloroethane
1,1 -Dichloroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichioro benzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinylether
Allyl chloride
Benzyl chloride
Bis(2-chloro isopropyl)ether
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
f%r~.t ... . -. —
Reportmg Limit
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0.
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
5.0
5.0
2.0
2.0 .
2.0
2.0
5.0
Analytical
Result
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<5.0
<5.0
<2.0
<2.0
<2.0
<2.0
<5.0
ReportDate: 12/12/2008 Page 8 of22
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 SouUi
Salt Lake City, Utah
84115
[phone]
Toll Free [phone]
Fax [phone]
e-mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocfaa
QA Officer
LabSamptelD: L87908-04A
Fteld Sampte ID: GP-28 @ 15-20'
CoUected: 12/4/2008 1:10:00 PM
Received: 12/4/2008
Analysis Requested: 8260B/5030B
Analytical Results
Units = (Ig/L
DUution Factor = 1
Compound
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
lodomethane
Methylene chloride
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans 1,4-Dichloro-2-butene
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
Surr: 1,2-Dichloroethane-d4
Surr: 4-Bromofluorobenzene
Surr: Dibromofluoromethane
Surr: Toluene-d8
1
• 1
Analyzed: 12/9/2008 2:46:00 PM •
•
Halogenated VOCs bv GC/MS 8260B|
Reporting Limit
2.0
2.0.
2.0
2.0
3.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
1.0
81-143
85-115
80-124
88-120
The pH ofthe sample was >2. Anafysis was performed within the 7 day holding
/
Analytical 1
Result •
<2.0 •
<2.0 1
<2.0
<2.0 1
<3.0
<2.0 •
9.5 1
<2.0
<2.0 I
<2.0 •
<2.0 .
<2.0 1
<2.0
<2.0 •
<2.0 •
<5.0 -
<2.0 1
<2.0
<2.0 •
<2.0 •
< 2.0
5.9 1
1.8
105 •
97.9 1
104
97.4 1
time.
ReportDate: 12/12/2008 Page 9 of 22 •
ORGANIC ANALYSIS REPORT
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone],
11 Free [phone]
_ Fax [phone]
maU: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
CUent: Wasatch Environmental
Project ID: Quality Linen / 1076-006A
Lab Sampte ID: L87908-05A
Fteld Sampte ID: GP-28 @ 24-29'
CoUected: 12/4/2008 2:10:00 PM
Received: 12/4/2008
AnalysisRequested: 8260B/5030B
Analytical Results
Contact: Rebecca Studenka
Analyzed: 12/9/2008 1:41:00 PM
Halogenated VOCs bv GC/MS 8260B
Units = (Ig/L
DUution Factor =
Compound
1,1,1,2-Tetrachioroethane
1,1,1-Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1 -Dichloro-1 -propene
1,1 -Dichloroethane
1,1-Dichloroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinylether
Allyl chloride
Benzyl chloride
Bis(2-chloroisopropyl)ether
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
Reporting Limit
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
5.0
5.0
2.0
2.0 ;
2.0
2.0
5.0
Analytical
Result
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<"5.0
<5.0
<5.0
<5.0
<2.0
<2.0
<2.0
<2.0
<5.0
ReportDate: 12/12/2008 Page 10 of22
All analuRPQ annlinahlo tn tho r\/\I& ?5n\A/A -ar^H or^on
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
ToUFree [phone]
Fax [phone]
e-mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocfaa
QA Officer
Lab Sampte ID: L87908-05A
Fteld Sampte ID: GP-28 @ 24-29'
CoUected: 12/4/2008 2:10:00 PM
Received: 12/4/2008
AnalysisRequested: 8260B/5030B
Analytical Results
Units = (Ig/L
Dilution Factor = 1
Compound
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis i ,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
lodomethane
Methylene chloride
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans 1,4-Dichloro-2-butene
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
Surr: 1,2-Dichloroethane-d4
Surr: 4-Bromofluorobenzene
Surr: Dibromofluoromethane
Surr: Toluene-d8
1
1
I Analyzed: 12/9/2008 1:41:00 PM
1
Halogenated VOCs bv GC/MS 8260BB
Reporting Limit
2.0
2.0
2.0
2.0
3.0
2.0
2.0 .
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
1.0
81-143
85-115
80-124
88-120
/
1
Analytical m
Result 1
<2.0
<2.0 1
<2.0
<2.0 •
<3.0 1
<2.0
<2.0 1
<2.0 "
<2.0 «
<2.0 1
<2.0
<2.0 •
<2.0 •
<2.0 «
<2.0 1
<5.0
<2.0 •
<2.0 •
<2.0
<2.0 1
<2.0
<2.0 •
<1.0 •
98.6
99.4 1
101
99.9 1
ReportDate: 12/12/2008 Page 11 of 22 a
Ali analyses applicable to the CWA, SDWA, and RCRA are Derfomneri in arrnrrianrp tn MPI ar nmtno^ie • _i I nri*-* TU:-
ORGANIC ANALYSIS REPORT
Client: Wasatch Environmental
Project ID: Quality Linen / 1076-006A
Contact: Rebecca Studenka
Lab Sampte ID: L87908-06A,
Fteld Sampte ID: GP-28 @ (24-29')dup
CoUected: 12/4/2008 2:10:00 PM
AMERICAN
WEST
ANALYTICAL
LABORATORIES Received: 12/4/2008
Analysis Requested: 8260B/5030B
Analytical Results
Analyzed: 12/9/2008 1:19:00 PM
Halogenated VOCs bv GC/MS 8260B
mail:
463 West 3600 South Units - (ig/L
Salt T .ake City, Utah DUution Factor = 1
84115 „ , Compound
1,1,1,2-TetrachIoroethane
1,1,1 -Trichloroethane
1,1,2,2-Tetrachloroethane
[phone] l = l>2-Trichloro-l,2,2-trifluoroethane
Free [phone] 1 > 1,2-Trichloroethane
Fax [phone],1-Dichloro-1-propene
[e-mail] jj.Dichloroethane
1,1 -Dichloroethene
Kyle F. Gross 1,2,3-Trichlorobenzene
Laboratory Director ,.,.., ^ ., ,
1,2,3 -Trichloropropane
1,2,4-Trichlorobenzene
Jose Rocfaa j ,2-Dibromo-3-chloropropane
QA Officer
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvtnylether
Allyl chloride
Benzyl chloride
Bis(2-chloroisopropyl)ether
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
Reporting Limit
2.0 ,-:
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
5.0
5.0
2.0
2.0
2.0
2.0
5.0
Analytical
Result
<2.0
<2.0
<2.0
q q
q
o

oi o
i o
i o
i
V V
V
V

<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<5.0
<5.0
<2.0
<2.0
<2.0
<2.0
<5.0
ReportDate: 12/12/2008 Page 12 of22
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
Toll Free [phone]
Fax [phone]
e-mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Lab Sampte ID: L87908-06A
Fteld Sampte ID: GP-28 @ (24-29')dup
CoUected: 12/4/2008 2:10:00 PM
Received: 12/4/2008
Analysis Requested: 8260B/5030B
Analytical Results
Units- (Ig/L
DUution Factor = 1
Compound
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
lodomethane
Methylene chloride
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans l,4-Dichloro-2-butene
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
Surr: l,2-Dichloroethane-d4
Surr: 4-Bromofluorobenzene
Surr: Dibromofluoromethane
SIUT: Toluene-d8
1
• 1
Analyzed: 12/9/2008 1:19:00 PM •
•
Halogenated VOCs bv GC/MS 8260B|
Reporting Limit
2.0
2.0
2.0
2.0
3.0
2.0
2.0
2.0
2.0
. 2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
1.0
81-143
85-115
80-124
88-120
/
•
Analytical 1
Result •
<2.0 i
<2.0 1
<2.0
<2.0 I
<3.0 •
<2.0 .
<2.0 1
<2.0
<2.0 •
<2.0 •
<2.0 _
<2.0 1
<2.0
<2.0 •
<2.0 B
<5.0
<2.0 1
.<2.0
<2.0 •
<2.0 1
< 2.0 '
<2.0 1
<1.0
98.6 •
99.3 1
101
98.3 1
ReportDate; 12/12/2008 Page 13 of22 1
ORGANIC ANALYSIS REPORT
AMERICAN
WEST
CUent: Wasatch Environmental
Project ID: QuaUty Linen, SLC, UT / 1076-006A
Lab Sampte ID: L87927-01A
Fteld Sampte ID: GP-29 @ 15-20'
Contact: Rebecca Studenka
ANALYTICAL CoUected: 12/5/2008 10:45:00 AM
LABORATORIES Received: 12/5/2008
AnalysisRequested: 8260B/5030B
Analyzed: 12/10/2008 12:16:00 A
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
J Fax [phone]
1: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocfaa
QA Officer
I
dM/i
Analytical Results Halogenated VOCs bv GC/MS 8260B
Units = ng/L
DUution Factor.= 1
Compound
1,1,1,2-Tetrachloroethane
1,1,1 -Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1-Dichloro-l-propene
1,1-Dichloroethane
1,1 -Dichloroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chlo ro ethylvinylether
AUyl chloride
Benzyl chloride
B is(2-c hloro isopropyl)ether
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
Reporting Limit
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
5.0
5.0
2.0
2.0 ;
2.0
2.0
5.0
Result
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<5.0
<5.0
<2.0
<2.0
<2.0
<2.0
<5.0
ReponDate: 12/12/2008 Page2ofl2
'J'lf^ applicable to ths CWA, SDWA, and RCRA are performed in accordance to NE!J\C protocols. Pertinent sampling information is located on the attached COC. This report is
ided for the exclusive use of the atlrire.tispp Prh/ilpnoc nf «iihicani,an» i.ci^ ,^<«ho n-..^.. „<«i.i.. u._.,,._ ..... ... , ., .,,,... . ^ •_ .,__...,,,.
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
Fax [phone]
e-mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
orovided for the* AYHH
Lab Sampte ID: L87927-01A
Fteld Sampte ID: GP-29 @ 15-20'
Co Itected: 12/5/2008 10:45:00 AM
Received: 12/5/2008
Analysis Requested: 8260B/5030B
Analytical Results
Units = (Ig/L
DUution Factor = 1
Compound
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
lodomethane
Methylene chloride
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans l,4-Dichloro-2-butene
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
S urr: 1,2-D ichIoroethane-d4
Surr: 4-Bromofluorobenzene
Surr: Dibromofluoromethane
Surr: Toluene-d8
The pH ofthe sample was >2.
SDWA, and RCRA are performed in accordance to NELAC prcitocols.
1
• •
1
Analyzed: 12/10/2008 12:16:00 A "
1
Halogenated VOCs by GC/MS 8260B
Reporting Limit
2.0
2.0
2.0-
2.0
3.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
1.0
81-143
85-115
80-124
88-120
'
Pertinent sampling
/
nformation
Analytical
Result •
< 2.0
<2.0 g
< 2.0 1
<2.0
O.O 1.
<2.0 •
4.3 ' .
<2.0 1
<2.0
<2.0 •
<2.0 •
<2.0 _
<2.0 1
<2.0
<2.0 •
<5.0 I
<2.0 '
<2.0 I
<2.0
<2.0 •
<2.0 1
<2.0
3.9 1
107
97.0 •
103 I
96.3
ReportDate: 12/12/2008 Page3 of 12
is located on the attached COC. This repoilB
ORGANIC ANALYSIS REPORT
AMERICAN
WEST
ANALYTICAL.
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
34115
[phone]
ToU Free [phone]
J Fax [phone]
: [e-mail]
KyleF. Gross
Laboratory Director
Jose Rocha
QA Officer
f
Client: Wasatch Environmental
Project ID: Quality Linen, SLC, UT / 1076-006A
Lab Sampte ID: L87946-01A
Fteld Sampte ID: GP-30 @ 15-20'
CoUected: 12/8/2008 10:10:00 AM
Received: 12/8/2008
Analysis Requested: 8260B/5030B
Contact: Rebecca Studenka
Analytical Results
Units = [Ig/L
Dilution Factor -
Compound
1,1,1,2-Tetrachloroethane
1,1,1 -Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1 -Dichloro-1 -propene
1,1 -Dichloroethane
1,1 -Dichloroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
. 1,2,4-Trichlorobenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinylether
AUyl chloride
Benzyl chloride
Bis(2-chloroisopropyl)ether
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
Analyzed: 12/10/2008 3:33:00 PM
Halogenated VOCs bv GC/MS 8260B
Reporting Limit
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
. 2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
5.0
5.0
2.0
2.0
2.0
2.0
5.0
Analytical
Result
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<5.0
<5.0
<2.0
<2.0
<2.0
<2.0
<5.0
ReportDate: 12/12/2008 Page2ofl0
nalyses applicable to the CWA, SDWA, and RCRA are perfonned in accordance to NELAC protocols. Pertinent sampling infomiation is located on the attached COC. This report is
AMERICAN
WEST
ANALYTICAL
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
Fax [phone]
-mail: [e-mail]
KyleF. Gross
Laboratory Director
Jose Rocha
QA Officer
LabSamptelD: L87946-01A
Fteld Sampte ID: GP-30 @ 15-20'
CoUected: 12/8/2008 10:10:00 AM
Received: 12/8/2008
AnalysisRequested: 8260B/5030B
1
^ 1
Analyzed: 12/10/2008 3:33:00 PM"
1
Analytical Results Halogenated VOCs by GC/MS 8260B
Units = (Ig/L
DUution Factor = ]
Compound Reporting Limit
Carbontetrachloride 2.0
(Chlorobenzene 2.0
Chloroethane 2.0
Chloroform 2.0
Chloromethane 3.0
Chloroprene 2.0
cis 1,2-Dichloroethene 2.0
cis 1,3-Dichloropropene 2.0
Dibromochloromethane 2.0
Dibromomethane 2.0
Dichlorodifluoromethane 2.0
lodomethane 2.0
Methylene chloride 2.0
o-Chlorotoluene 2.0
p-Chlorotoluene 2.0
Pentachloroethane 5.0
Tetrachloroethene 2.0
trans 1,2-Dichloroethene 2.0
trans 1,3-Dichloropropene 2.0
trans l,4-Dichloro-2-butene 2.0
Trichlorofluoromethane 2.0
Trichloroethene 2.0
Vinylchloride 1.0
Surr: 1,2-Dichteroethane-d4 81-143
Surr: 4-Bromofluorobenzene 85-115
Surr: Dibromofluoromethane 80-124
. Surr: Toluene-d8 88-120
Analytical
Result •
<2.0 *
<2.0 .
<2.0 1
<2.0
<3.0 •
<2.0 •
12 . . -•
<2.0 1
<2.0
<2.0 fl
<2.0 •
.<2.0
<2.0 1
<2.0
<2.0 •
<5.0 •
<2.0
<2.0 1
<2.0
<2.0 . K
<2.0 1
<2.0
19 1
105
99.6 •
101 1
98.3
The pH ofthe sample was >2. Analysis was performed within the 7 day holding time. ^
1
, SDWA, and RCRA are perfonned in acconjance to NELAC protocols; Pertinent sampling nformation
1
ReportDate: 12/12/2008 Page3 of 10
is located on the attached COC. This reporfl
ORGANIC ANALYSIS REPORT
AMERICAN
WEST
ANALYTICAL
LABORATORIES
Client: Wasatch Environmental
Project ID: QuaUty Linen, SLC, UT / 1076-006A
Lab Sampte ID: L87927-02A
Field Sampte ID: GP-30 @ 25-30'
CoUected: 12/5/2008 12:00:00 PM
Received: 12/5/2008
Analysis Requested: 8260B/5030B
Analytical Results
Contact: Rebecca Studenka
Analyzed: 12/10/2008 12:37:00 A
Halogenated VOCs bv GC/MS'8260B
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
Free [phone]
Fax [phone]
[e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Units = (Ig/L
DUution Factor = 1
Compound
1,1,1,2-Tetrachloroethane
1,1,1-Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trtehloro-1,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1 -Dichloro-1 -propene
1,1 -Dichloroethane
1,1 -Dichloroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinylether
Allyl chloride
Benzyl chloride
B is(2-chloro isopropy l)ether
Bromobenzene
Bromo chloromethane
Bromodichloromethane
Bromoform
Bromomethane
Reporting Limit
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
5.0
5.0.
2.0
2.0, ;•
2.0
. - 2.0
5.0
Analj^ical
Result
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<5.0
<5.0
<2.0
<2.0
<2.0
<2.0
<5.0 I
AiHnalyses applicable tothe CWA. SDWA, and RCRA are perfomied in
ReportDate: 12/12/2008 Page4 of 12
accordance to NELAC protocols. Pertinent sampling infonnation is located on the attached COC. This reoort is
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
Fax [phone]
e-mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Lab Sampte ID: L87927-02A
Fteld Sampte ID: GP-30 @ 25-30'
Collected: 12/5/2008 12:00:00 PM
Received: 12/5/2008
Analysis Requested: 8260B/5030B
Analytical Results
Units = (Ig/L
DUution Factor = 1
Compound
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
lodomethane
Methylene chloride
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
trans l,2TDichloroethene
trans 1,3-Dichloropropene
trans 1,4-Dichloro-2-butene
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
Surr: 1,2-Dichloroethane-d4
Surr: 4-Bromofluorobenzene
Surr: Dibromofluoromethane
Surr: Toluene-d8
The pH ofthe sample was >2.
., SDWA and RCRA are perfomied in accordance to NELAC nmtorniR
1
• 1
Analyzed: 12/10/2008 12:37:00 A
1
Halogenated VOCs by GC/MS 8260B.
Reporting Limit
2.0
2.0
2.0
2.0
3.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
1.0
81-143
85-115
80-124
88-120
P*=>rHn*int <;ampilinn
/
nrnrm^Tino
Analj^ical
Result 1
<2.0
<2.0 a
<2.0 •
<2.0
<3.0 1
<2.0
<2.0 m
<2.0 1
<2.0
<2.0 1
<2.0
<2.0 m
<2.0 1
<2.0
<2.0 ' •
<5.0 •
<2.0 .
<2.0 1
<2.0
<2.0 I
<2.0 *
<2.0 _
<i.o 1
96.4
98.1 •
99,4 •
99.9 ^
ReportDate: 12/12/2008 Page 5 of 12
ic In<.otar^ rtn +ha ni^^^nHcA rr\r T>i»e ror.rtWt
ToU
la.
ORGANIC ANALYSIS REPORT
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
Free [phone]
Fax [phone]
[e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Client: Wasatch Environmental
ProjectID: Quality Linen / 1076-006A
Lab Sampte ID: L86378-14A
Field Sample ID: trip blank
Collected: 9/16/2008
Received: 9/16/2008
Analysis Requested: 8260B/5030B
Analytical Results
Contact: Rebecca Studenka
Analyzed: 9/17/2008 4:30:00 AM
Haloeenated VOCs -H MBTEXN bv 8260B
Units = fig/L
Dilution Factor = 1
Compound
1,1,1,2-Tetrachloroethane
1,1,1 -Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1 -Dichloro-1 -propene
1,1 -Dichloroethane
1,1 -Dichloroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
l,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinylether
Allyl chloride
Benzene
Benzyl chloride
B is(2-chloroisopropyl)ether
Bromobenzene
Bromochloromethane
Reporting Limit
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
1.0
5.0
5.0
2.0
2.0
Analytical
Result
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<1.0
<5.0
<5.0
<2.0
/ <2.0
ReportDate: 9/24/2008 Page37 of53 I
Allaealvses aoollcable to the CWA SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling infomiation Is located on the attached COC. TTiis report is
ordBed for the exclusive use of the addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in ^nneciton with
vertlsement oramotion or sale of any product or process, or In connection with the ne-publication of this report for any purpose other than tbr the addressee will te granted only
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utafa
84115
[phone]
Toll Free [phone]
Fax [phone]
raaU: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Lab Sampte ID: L86378-14A
Field Sample ID: trip blank
Collected: 9/16/2008
Received: 9/16/2008
Analysis Requested: 8260B/5030B
Analytical Results
Analyzed: 9/17/2008 4:30:00 AM
Halogenated VOCs 4- MBTEXN by 8260B
Units = }ig/L
Dilution Factor = 1
Compound
Bromodichloromethane
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
Ethylbenzene
lodomethane
Methyl tert-butyl ether
Methylene chloride
Naphthalene
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachlo roethene
Toluene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans l,4-Dichloro-2-butene
Xylenes, Total
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
Reporting Limit
2.0
2.0
5.0
2.0
2.0
2.0
2.0
3.0
2.0
2.0
2.0
2.0
.2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
1.0
Analytical
Result
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<3.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
; <1.0
ReportDate: 9/24/2008 Page38 of 53
All analvses applicable to the CWA, SDWA, and RCF?A are performed in accordance to NELAC pnrtocols. Pertinent sampling infomiation is located on the attached COC This report
orai^ded for the exclusive use of the addressee. Pnvileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in ^nnea^on w;
Hie advertisement promotion or sale of any product or process, or in connection with the re-publlcation of this report for any purpose other than for the addressee vvill bejrant«i or
AMERICAN
WEST
ANALYTICAL
LABORATORIES
Lab Sampte ID: L86378-14A
Field Sample ED: trip blank
CoUected: 9/16/2008
Received: 9/16/2008
Analysis Requested: 8260B/5030B
Ajaalytical Results
463 West 3600 South
Salt Lake City, Utafa
84115
[phone]
I Free [phone]
Fax [phone]
[e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
I
I
Analyzed: 9/17/2008 4:30:00 AM
Halogenated VOCs + MBTEXN by 8260B
Units = ^g/L
Dilution Factor =
Compound
1
Surr: l,2-Dichloroethane-d4
Surr: 4-Bromofluoroben2ene
Surr: Dibromofluoromethane
Surr: Toluene-d8
Reporting Limit
81-143
^ 85-115
80-124
88-120
Analytical
Result
136
112
115
91.7
ReportDate: 9/24/2008 Page39of53
"ft
alvses aoollcable to the CWA SDWA, and RCRA are perfomied in accordance to NEU\C pratocols. Pertinent sampling infomMfen is located on the attached COc:. ™3r^°rtis
ded for fhe Sive use oVme addressee. Prwileges of subsequent use of the name of this company or any member of its staff, or r^P'oducaon of this report in ^"^^^ '^
•^J^^eTpr^Z^n or sale of any praduct or process, or in connection with the re-publication of this report ^c^f;iP^'P^^]:^l^^J'ZZ'^L^?::^.ZflZ:^I^"'^..^^^^
AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
SaltLakeCity, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
Kyle F. Gross
Laboratory Dii'ector
Jose Rocha
QA Officer
OC SUMMARY REPORT
CLIENT:
Work Order:
Project:
Wasatch Environmental
L86378
Quality Linen/1076-006A
Dept: MSVOA
SampType: LCS
Sample ID /Analyte Units Method Result
Amount
Spiked
Original
Amount %REC Limits %RPD RPD Limit Qualifiers
Analysis
Date
LCS VOC 091608 1,1,l-Trichloroethane
LCS VOC 091608 1,1-Dichloroethene
LCS VOC 091608 l,2-Dichloroben2ene
LCS VOC 091608 1,2-Dichloroethane
LCS VOC 091608 1,2-DichlQropropane
LCS VOC 091608 Benzene
LCS VOC 091608 Chlorobenzene
LCS VOC 091608 Chloroform
LCS VOC 091608 Elhylbenzene
LCS VOC 091608 Methyl tert-butyl ether
LCS VOC 091608 Methylenechloride
LCS VOC 091608 Naphdialene
LCS VOC 091608 Toluene
LCS VOC 091608 Trichloroethene
LCS VOC 091608 Xylenes, Total
LCS VOC 091808 1,1,1-Trichloroethane
LCS VOC 091808 1,1-Dichloroethene
LCS VOC 091808 1,2-Dichlorobenzene
LCS VOC 091808 1,2-Dichloroethane
LCS VOC 091808 1,2-Dichloropropane
LCS VOC 091808 Benzene
LCS VOC 091808 Chlorobenzene
LCS VOC 091808 Chloroform
LCSVOCO9I808 Ethylbenzene
LCS VOC 091808 Methyl tert-butyl ether
LCS VOC 091808 Methylenechloride
LCS VOC 091808 Naphthalene
fig/L
Mg/L
Ug/L
|ig/L
Mg/L
lig/L
Hg/L
Ug/L
Mg/L
Ug/L
Mg/L
Mg/L
fg/L
Ug/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5O30
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
25.56
21.65
20.30
24.64
19.60
19.89
19.61
22.23
19.77
21.05
21.16
17.81
19.42
22.21
58.37
16.49
1739
16.24
16.06
2412
16.29
17.17
15.99
1707
16.43
13.69
17.92
20
20
20
20
20
20
20
20
20
20
20
20
20
20
60
20
20
20
20
20
20
20
20
20
20
20
20
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
128
108
102
123
98.0
99.4
98.0
111
98.8
105
106
89.0
97.1
111
973
82.5
87.0
81.2
80.3
121
81.4
85.8
80.0
85.4
82.2
68.4
89.6
73-132
53-153
70-130
72-135
80-125
69-126
80-119
70-127
70-130
70-137
67-138
50-132
81-128
79-141
70-130
73-132
53-153
70-130
72-135
80-125
69-126
80-119
70-127
70-130
70-137
67-138
50-132
9/17/2008
9/17/2008
9/17/2008
9/17/2008
9/17/2008
9/17/2008
9/17/2008
9/17/2008
9/17/2008
9/17/2008
9/17/2008
9/17/2008
9/17/2008
9/17/2008
9/17/2008
9/18/2008
9/18/2008
9/18/2008
9/18/2008
9/18/2008
9/18/2008
9/18/2008
9/18/2008
9/18/2008
9/18/2008
9/18/2008
9/18/20O8
ReportDate: 9/24/2008 Page40of53
A« inilytos •p(lllc<6lo lo ttl« CWA. fflro^nd RCfV^^^iTtonnacl In ^^^^ffi* lo NEIS^IOIDCOIS. PBran^WsmpUng Infflff^^Hi looale'^lfflWrlflt (aporl 1: Ibsequei iproducll
mmmicmmABi
463 West 3600 South
SaULake City, Utah 84115
[phone], ToU Free [phone], Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
Laboratory Director
Jose Rocha
QA Officer
CLIENT:
Work Order:
Project:
QC SUMMARY REPORT
Wasatch Environmental
L86378
Quality Linen/1076-006 A
LCS VOC 091808 Toluene
LCS VOC 091808 Trichloroethene
LCS VOC 091808 Xylenes, Total
L
Mg/L
Mg/L
MB«^
8260B/5030
8260B/5030
8260B/5030
16.88
17.81
51.64
20
20
60
0
0
0
Dept:
SampType:
84.4
89.0
86.1
MSVOA
LCS
81-128
79-141
70-130
9/18/2008
9/18/2008
9/18/2008
ReportDate: 9/24/2008 Page41ofS3
AU BnaV<tG eppllcfiblo lo tha CWA, 8QWA, and RCRA ^t» parfonned tn accordanci to NELAC prolocoll. ParUnanl lamplinq Inlorniallon la tocaldd on Iha attachod coc. Bis report Is providad for Itia nrduUva use or Itie addrassee. Pltvllegas of tulnaquent uea ol the nama ol tills company or any memtier of Its staff, or reproduction of
AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
Salt Lake City, Utah 84115
[phone], Toll free [phone], Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
OC SUMMARY REPORT
CLIENT:
Work Order:
Project:
Wasatch Environmental
L86378
Quality Linen /1076-006A
Dept: MSVOA
SampType: MBLK
Sample ID Analyte Units Method Result
Aniount
Spiked
Original
Amount %REC Limits %RPD RPD Limit Qualifiers
Analysis
Date
MB VOC 091608
MB VOC 091608
MB VOC 091608
MB VOC 091608
MB VOC 091608
MB VOC 091608
MB VOC 091608
MB VOC 091608
MB VOC 091608
MB VOC 091608
MB VOC 091608
MB VOC 091608
MB VOC 091608
MB VOC 091608
MB VOC 091608
MB VOC 091608
MB VOC 091608
MB VOC 091608
MB VOC 091608
MB VOC 091608
MB VOC 091608s
MB VOC 091608
MB VOC 091608
MB VOC 091608
MB VOC 091608
MB VOC 091608
MB VOC 091608
1,1,1,2-TetrachIoroethane
1,1,1-Trichloroethane
1,1,2,2-Tetrachloroethane
l,l,2-Trichlaro-1.2.2-trifluoroethE
1,1,2-Trichloroethane
1,1-Dichloro-l-propene
1,1-Dichloroethane
1,1-Dichloroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-TrichlQrobenzene
l,2-Dibrorao-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Diclil oropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
I,4-Dichloroben2ene
2,2-Dichloropropane
2-Chloroethylvinylether
Allyl cliloride
Benzene
Benzyl chloride
Bis(2-chloroisopropyl)ether
Bromobenzene
Bromochloromethane
Mg/L
Mg/L
Mg/L
I ng/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
MS/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
(tg/L
Mg/L
Mg/L
8260B/5O3O
8260B/5030
8260B/5O3O
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<1.0
<5.0
<5.0
<2.0
<2.0
9/17/2008
9/17/2008
9/17/2008
9/17/2008
9/17/2008
9/17/2008
9/17/2008
9/17/2008
9/17/2008
9/17/2008
9/17/2008
9/17/2008
9/17/2008
9/17/2008
9/17/2008
9/17/2008
9/17/2008
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tWKk .DDllcalPiilcWA. JUIB RORA i^Hned In (HH io NEU^^Mls. Peri^H^lno InfcHWlocattd^^Rched C^^Heport la ^^^r llie aj^Wlr ol tne WSil. PiMleJIffllRss lustquenl^ieotiite mma oTTNscampany or any mimbsr otUs «laf(. or leproducllon at
lii0RiciiiiiWF|jii.N>^lijfiC4itaiAB|iMToiBg ^m
463 West 3600 South
Salt Lake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
Laborator^Jitector
Jose Rocha
QA Officer
QC SUMMARY REPORT
CLIENT: Wasatch Environmental
WorkOrder: L86378
Project: Quality Linen/1076-006A
MB voc 091608 Bromodichloromethane
MB VOC 091608 Bromoform
MB VOC 091608 Bromomethane
MB voc 091608 Carbontetrachloride
MB VOC 091608 Chlorobenzene
MB VOC 091608 Chloroethane
MB VOC 091608 Chloroform
MB VOC 091608 Chloromethane
MB VOC 091608 Chloroprene
MB VOC 091608 cis 1,2-DiGhloroethene
MB VOC 091608 cis 1,3-Dichloropropene
MB VOC 091508 Dibromochloromethane
MB VOC 091608 Dibromomethane
MB VOC 091608 Dichlorodifluoromethane
MB VOC 091608 Ethylbenzene
MB VOC 091608 lodomethane
MB VOC 091608 Methyl tert-butyl ether
MB VOC 091608 Melhylene chloride
MB VOC 091608 Naphthalene
MB VOC 091608 o-ChlorotoIuene
MB VOC 091608 p-Chlorotoluene
MB VOC 091608 Pentachloroethane
MB VOC 091608 Tetrachloroethene
MB VOC 091608 Toluene
MB VOC 091608 trans 1,2-Dichloroethene
MB VOC 091608 trans 1,3-Dichloropropene
MB VOC 091608 trans l,4-Dichloro-2-butene
MB VOC 091608 Trichloroethene
MB VOC 091608 Trichlorofluoromethane
MB VOC 091608 Vinylchloride
Mg/L.
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
ME/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2,0
O.O
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2,0
<2.0
<2.0
<2.0
<2.0
<5.0,
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<1.0
Dept: MSVOA
SampType: MBLK
9/17/2008
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All anslyses appiicatile to Iha CWA, SO^A, end RCRA ars perfonned In accordance to NELAC proiocoll. Peninenl aampling Infoimallon Is localed on Uia allached COC. This reporl Is provided for the exclusive use ol Ihe eddraesee. Privileges of sutisequent usa of the name ol Ihls company or any member of Us itaff, or reproduction of
AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
Salt Lake City, Utah 84115
[phone], ToU Free [phone], Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
QC SUMMARY REPORT
CLIENT;
Work Order:
Project:
Wasatch Environmental
L86378
Quality Linen/1076-006A
MB VOC 091608 Xylenes, Total
MB VOC 091808 1,1.1,2-Tetrachloroethane
MB VOC 091808 1,1,1-Trichloroethane
MB VOC 091808 1,1,2,2-Tetrachloroethane
MB VOC 091808 l,l,2-Trichloro-l,2,2-trifluoroetha
MB VOC 091808 1.1,2-Trichloroethane •
MB VOC 091808 1,1-DicliIoro-l-propene
MB VOC 091808 1,1-Dichloroethane
MB VOC 091808 1,1 -Dichloroethene
MB VOC 091808 1,2,3-Trichlorobenzene
MB VOC 091808 1,2,3-Trichloropropane
MB VOC 091808 1.2.4-Trichlorobenzene
MB VOC 091808 l,2-Dibromo-3-chloropropane
MB VOC 091808 1,2-Dibromoethane
MB VOC 091808 1,2-Dichlorobenzene
MB VOC 091808 1,2-Dichloroethane
MB VOC 091808 1,2-Dichloropropane
MB VOC 091808 1,3-Dichlorobenzene
MB VOC 091808 1,3-Dichloropropane
MB VOC 091808 1.4-Diohlorobenzene
MB VOC 091808 2,2-Dichloropropane
MB VOC 091808 2-Chloroethylvinylelhei
MB VOC 091808 /Mlyl chloride
MB VOC 091808 Benzene
MB VOC 091808 Benzylchloride
MB VOC 091808 Bis(2-cliloroisopropyl)ether
MB VOC 091808 Bromobenzene
MB VOC 091808 Bromochloromethane
MB VOC 091808 Bromodichloromethane
MB VOC 091808 Bromolbrm
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/503O
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
82603/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2,0
<2.0
<2,0
<2.0
<2.0
<5.0
<5.0
<1.0
<5.0
<5.0
<2.0
<2,0
<2.0
<2.0
Dept: MSyOA
SampType: MBLK
9/17/2008
9/18/2008
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Reporl Date: 9/24/2008 Page 44 of 53
a aooUci iJllsTMre cWA.llliWmdRCRl^^fflimadln^^HfteloNEfl^^Rols. Pe^^^BiplrioJii^^BHs locaiai^^^fllachedW^^ report I^^^^Bfor the flH^lse ol IhrtWIBe. pnvlSBHyTOiln ibsequeni use oi ins name ol Ihis company or any membar of lla alalf. or raproducUon ol
BRi«ai waHkRaBricMii.Ai
463 West 3 600 South
Salt Lake City. Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-maii: [e-mail], web: www.awal-labs.com
Laboratory Director
Jose Rocha
QA Officer
QC SUMMARY REPORT
CLIENT:
Work Order:
Project:
MB VOC 091808
MB voc 091808
MB VOC 091808
MB VOC 091808
MB VOC 091808
MB VOC 091808
MB VOC 091808
MB VOC 091808
MB VOC 091808
MB VOC 091808
MB VOC 091808
MB VOC 091808
MB VOC 091808
MB VOC 091808
MB VOC 091808
MB VOC 091808
MB VOC 091808
MB VOC 091808
MB VOC 091808
MB VOC 091808
MB VOC 091808
MB VOC 091808
MB VOC 091808
MB VOC 091808
MB VOC 091808
MB VOC 091808
MB VOC 091808
MB VOC 091808
MB VOC 091808
Wasatch Environmental
L86378
Quality Linen/1076-006A
Dept: MSVOA
SampType: MBLK
Bromomethane ng/L 8260B/5030 <5.0
Carbontetrachloride Mg/L 8260B/5030 <2.0
Chlorobenzene pg/L 8260B/5030 <2.0
Chloroethane (ig/L 8260B/5030 <2.0
Chloroform ng/L 8260B/5030 <2.0
Chloromethane pg/L 8260B/5030 <3.0
Chloroprene (ig/L 8260B/5030 <2.0
cis 1,2-Dichloroethene pg/L 8260B/5030 <2.0
ois 1,3-Dichloropropene pg/L 8260B/5030 <2.0
Dibromochloromethane pg/L 8260B/5030 <2.0
Dibromomethane pg/L 8260B/5030 <2.0
Dichlorodifluoromethane pg/L 8260B/5030 <2.0
Ethylbenzene pg/L 8260B/5030 <2.0
lodomethane. pg/L 8260B/5030 <2.0
Methyl tert-butyl ether pg/L 8260B/5030 < 2.0
Methylenechloride pg/L 8260B/5030 <2.0
Naphthalene pg/L 8260B/5030 <2.0
o-Chlorotoluene pg/L 8260B/5030 <2.0
p-Chlorotoluene pg/L 8260B/5030 <2.0
Pentachloroethane pg/L 8260B/5030 <5.0
Tetrachloroethene pg/L 8260B/5030 <2.0
Toluene pg/L 8260B/5030 <2.0
trans 1,2-Dichloroethene pg/L 8260B/5030 <2.0
(rans 1,3-Dichloropropene pg/L 8260B/5030 <2.0
trans l,4-Dichloro-2-butene pg/L 82606/5030 <2.0
Trichloroethene pg/L 8260B/5030 < 2.0
Trichlorofluoromethane pg/L 8260B/5030 <2.0
Vinyl cliloride pg/L 8260B/5030 < 1.0
Xylenes.Total pg/L 8260B/5030 <2.0
9/18/2008
9/18/2008
9/18/2008
9/18/2008
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ReportDate: 9/24/2008 Page 45 of53
AN analyses appiicatile to de CWA. ei3WA. end RCRA are perfomied In accordanco lo NELAO prolocols. Pertinent samplinq Informaiion Is localed on iho sltoched COC. This ropon Is provided for the eicluslvo use of the addressee. Pilvlleget of subjequenl use ol the name oflhis company or eny member ol Us slaV, or reproduction ol
AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
Salt Lake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
QC SUMMARY REPORT
CLIENT:
Work Order:
Project:
Wasatch Enviroomental
L86378
Quality Linen/1076-006A
Dept: MSVOA
SampType: MS
Sample ID Analyte Units Method Result
Amount Original
Spiked Amount %REC Limits %RPD RPD Limit Qualifiers
/'oialysis
Date .
L86378-10/VMS 1,1,1-Trichloroethane pg/L 8260B/5030 26.04 20 0 130 67-147
L86378-10AMS 1,1-Dichloroethene pg/L 8260B/5030 21.81 20 0 109 62-152
L86378-10AMS . 1,2-Dichlorobenzene pg/L 8260B/5030 19.51 20 0 97.6 70-130
L86378-10AMS 1,2-Dichloroethane pg/L 8260B/5030 26.71 20 0 134 39-162
L86378-10AMS 1,2-Dichloropropane pg/L 8260B/5030 19.33 20 0 96.7 70-130
L86378-10AMS Benzene pg/L 8260B/5030 21.95 20 2.18 98.8 66-145
L86378-10AMS Chlorobenzene pg/L 8260B/5030 18.79 20 0 94.0 77-123
L86378-10AMS Chloroform ng/L 8260B/5030 23.51 20 0 118 50-146
L86378-10AMS Ethylbenzene pg/L 8260B/5030 19.84 20 0 99.2 70-130
L86378-10AMS Methyltert-butylether pg/L 8260B/5030 20.68 20 0 103 48-142
L86378-10AMS Methylenechloride pg/L 8260B/5030 21.22 20 0 106 65-135
L86378-10AMS Naphthalene pg/L 8260B/5030 15.41 20 0 77.0 44-129
L86378'-iOAMS Toluene pg/L 8260B/5030 25.72 20 7.86 89.3 18-192
L86378-10AMS . Trichloroethene pg/L 8260B/5030 74.77 20 49.44 127 61-153
L86378-10AMS Xylenes.Total pg/L 8260B/5030 „ 59.09 60 4 91.8 42-167
L86302-01AMS 1.1. l-Trichloroethane pg/L 8260B/5030 13420 IOOOO 0 134 67-147
L86302-01AMS 1,1-Dichloroethene pg/L 8260B/5030 13000 IOOOO 0 130 62-152
L86302-01AMS 1,2-Dichlorobenzene pg/L 8260B/5030 12340 IOOOO 0 123 70-130
L86302-01AMS 1,2-Dichloroethane pg/L 8260B/5030 12500 IOOOO 0 125 39-162
L86302-01AMS 1,2-Dichloropropane pg/L 8260B/5030 12130 IOOOO 0 121 70-130
L86302-01AMS-, Benzene pg/L 8260B/5030 12600 IOOOO 0 126 66-145
L86302-dlAMS Chlorobenzene Mg/L 8260B/5030 12820 IOOOO 0 128 77-123
L86302-01AMS Chloroform Mg/L 8260B/5030 12500 IOOOO 0 125 50-146
L86302-O1AMS Ethylbenzene pg/L 8260B/5030 13040 IOOOO 0 130 70-130
L86302-01AMS Methyl tert-butyl ether pg/L 8260B/5030 12800 IOOOO 0 128 48-142
L86302-01AMS Methylenechloride pg/L B260B/5O30 10460 IOOOO 0 105 65-135
L86302-01AMS Naphthalene Mg/L 8260B/5030 11600 IOOOO 0 116 44-129
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ReportDate: 9/24/2008 Page 46 of S3
A^^^^es appllBRHffie CWA.^^^ffnd RCR^^^Mim E report n ipioducti?
JiiRidiiiwE iNABPticJBl^BJWfroiSII
463 West 3600 South
Salt Lake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
G
Laboratory Director
Jose Rocha
QA Officer
QC SUMMARY REPORT
CLIENT:
Work Order:
Project:
Wasatch Environmental
L86378
Quality Linen/1076-006A
Dept: MSVOA
SampType: MS
LB6302-01AMS Toluene
L86302-01AMS Trichloroelhene
L86302-01AMS Xylenes.Total
pg/L
Mg/L
Mg/L
8260B/5030
8260B/5030
8260B/5030
12720
13620
38760
IOOOO
IOOOO
30000
102.5
0
0
126
136
129
18-192
61-153
42-167
9/18/2008
9/18/2008
9/18/2008
' - Matrix spike recovery indicates matrix interference. The method is in control as indicated by the LCS.
L86302-01AMS: This sample was less than 0.5% solids and therefore filtered, not tumbled.
ReportDate: 9/24/2008 Page47of53
itml aoollcable lo the CWA, SDWA, and RCRA ara porforniad In accordance to NELAC protocols. PinlaenI sampling Information Is located on tha attached COC. Tills report Is provided for the eKctualve use of Uie iddressae. PHvllogos of subsequent usa of Ihe name olltile company of any mambor of lu slaff. or teproductlon of
AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
SaltLake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
QC SUMMARY REPORT
CLIENT:
Work Order:
Project:
Wasatch Environmental
L86378
Quality Linen/1076-006A
Dept: MSVOA
SampType: MSD
Sample ID Analyte Units Method Result
Amount Original
Spiked Amount %REC Limits %RPD RPD Limit Qualifiers
Analysis
Date
L8 63 78-10 AMSD
L86378-10AMSD
L86378-10AMSD
L86378-10AMSD
L86378-10AMSD
L86378-10AMSD
L86378-lO/iLMSD
L86378-10AMSD
L86378-10AMSD
L86378-I0AMSD
L86378-10AMSD
L86378-10AMSD
L86378'-i0AMSD
L86378-10AMSD
L86378-10AMSD
L863 02-01 AMSD
L86302-01/!iMSD
L863 02-01 AMSD
L86302-01AMSD
L86302-01AMSD
L86302-01AMSD
L86302-01AMSD
L86302-01AMSD
L86302-01AMSD
L86302-01AMSD
L86302-01AMSD
L86302-01AMSD
1,1,1-Trichloroethane
1,1-Dichloroethene
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
Benzene
Chlorobenzene
Chloroform
Ethylbenzene
Methyl tert-butyl ether
Methylene chloride
Naphthalene
Toluene
Trichloroethene
Xylenes, Total
1,1,1-Trichloroethane
1,1-Dichloroetliene
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
Benzene
Chlorobenzene
Chloroform
Ethylbenzene
Methyl tert-butyl ether
Methylene chloride
Naphthalene
Mg/L
Mg/L
pg/L
pg/L
Mg/L
Mg/L
Mg/L
pg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
pg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
pg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
, 8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5O3O
8260B/5030
8260B/5030
82608/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
82608/5030
8260B/5030
826OB/5O30
8260B/5030
8260B/5030
24.55
20.07
18.11
24.72
18.17
21.30
17.49
22.10
18.99
20.30
20.33
15.03
25.88
71.36
55.12
14210
13780
12700
13020
12630
13300
13320
12880
13490
13080
11290
12150
20
• 20
20
20
20
20
20
20
20
20
20
20
20
20
60
IOOOO
IOOOO
IOOOO
IOOOO
IOOOO
IOOOO
IOOOO
IOOOO
IOOOO
IOOOO
IOOOO
IOOOO
0
0
0
0
0
2.18
0
0
0
0
0
0
786
49.44
4
0
0
0
• 0
0
0
0
0
0
0
0
0
123
IOO
90.6
124
90.8
95.6
87.5
110
95.0
102
102
75.2
90.1
110
85.2
142
138
127
130
126
133
133
129
135
131
113
122
67-147
62-152
70-130
39-162
70-130
66-145
77-123
50-146
70-130
48-142
65-135
44-129
18-192
61-153
42-167
67-147
62-152
70-130
39-162
70-130
66-145
77-123
50-146
70-130
48-142
65-135
44-129
5.89
8.31
7.44
7.74
6.19
3,01
7.17
6.18
4.38
1,85 •
4.28
2.50
0.620
4.67
6.95
5.76
5.75
2.87
4.11
4.04
5.41
3.79
2.96
3.39
2.12
7.58
4.67
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
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9/17/2008
9/17/2008
9/17/2008
9/17/2008
9/17/2008
9/17/2008
9/17/2008
9/17/2008
9/17/2008
9/17/2008
9/17/2008
9/18/2008
9/18/2008
9/18/2008
9/18/2008
9/18/2008
9/18/2008
9/18/2008
9/18/2008
9/18/2008
9/18/2008
9/18/2008
9/18/2008
Report Dale: 9/24/2008 Page 48 of 53
All nnchiKka aooUcBbta to Iha CWA. rowy^Rld ROR/va^^^reimed In H^TOffa to NEI^^^^moIa. Peffl^^miptlng Inl^^^^ws Ir produc'J
MmRiomm^EwmNAamic/mmiB
463 West 3600 South
Salt Lake City, Utah 84115
[phone], ToU Free [phone], Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
<mm:omm iH MI }ftU-^wm' wm wm
LaboratoryDirector . aboratory]
Jose Rocha
QA Officer
QC SUMMARY REPORT
CLIENT:
Work Order:
Project:
Wasatch Environmental
L86378
Quality Linen/1076-006A
L86302-Ol/SiMSD Toluene
L86302-01AMSD Trichloroethene
L8 63 02 -01 AMSD Xylenes, Total
Mg/L
Mg/L
Mg/L
8260B/5030 13220 IOOOO
8260B/5030 14320 IOOOO
8260B/5030 39700 30000
102.5
0
0
Dept: MSVOA
SampType: MSD
131 18-192
143 61-153
132 42-167
3.89
5.08
2.41
25
25
25
9/18/2008
9/18/2008
9/18/2008
' - Matrix spike recovery indicates matrix interference, The method is in control as indicated by the LCS.
L86302-01 AMSD: This sample was less than 0.5% solids and therefore filtered, not tumbled.
Report Date: 9/24/2008 Page 49 of S3
All onalyaea eppllcable lo Uia CWA, 8DWA. and RCRA ara parforniad In accordance to NELAC protocols. Perlinenl sempling Infomialion Is localed on Ihe attached COC. Thia repon Is provided for ths enctuslve use of the addressee. Prtvllegee of autnaquent use of Itia name of this company or any membar of Its staff, or lepisducllan of
AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
Salt Lake City, Utah 84115
[phone], Toll Free [phone]. Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
Kyle F, Gross
Laboratory Director
Jose Rocha
QA Officer
QC SUMMARY REPORT
CLIENT:
Work Order:
Project:
Wasatch Environmental
L86378
Quality Linen/1076-006A
Dept: WC
SampType: LCS
Sample ED
LCS-R86682
Analyte
Total Organic Carbon
Units
mg/L
Method
5310B
Result
10.80
Amount
Spiked
10
Original
Amount
0
%REC
108
Limits
90-110
%RPD
Analysis
RPD Limit Qualifiers Date
9/17/2008
ReportDate; 9/24/2008 Page 50 of53
rippiicBi A^BBb. PonjflHHping InfoiHWocated tMl^Mched CO^^ffiKport Is p^^^^R* tha exc^^fflR of Iha BoarSfise? PilvIlBOf^uuD(i Ksqusnt use of the nam* of this comDinv or anv mflmbar or Its EiKff. or MnmHuriiKn n*
wm Mt Hi MwtRi(Mm^EwmHAwmiLcMtkB(9imrotfB§
463 West 3600 South
Salt Lake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
G
Laboratory Director
Jose Rocha
QA Officer
QC SUMMARY REPORT
CLIENT:
Work Order:
Project:
Wasatch Environmental
L86378
Quality Linen/1076-006A
Dept: WC
SampType: MBLK
Sample ID
MB-R86682
Analyte
Total Organic Carbon
Units
mg/L
Method
53 IOB
Result
<1.0
Amount
Spiked
Original
Amount %REC Limits
-
%RPD
Analysis
RPD Limit Qualifiers Date
9/17/2008
ReportDate: 9/24/2008 Page51 of53
• nuvA firu^A nntiar.tii AM inrfnimRd in accardincA to NBLAC orotocols. Pettlnanl lamaHno InformatJon lilocalsd on UlO itlfched COC. This rapoiTU provldod lor tha txctuilva use ol thl tddraisoa. PrtvllaQsa ol aubGoquonl use or tha nimt ot t^ils oompanv or anv member oIlu statf. or laomduction ot
AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
SaltLake City, Utah 84115
[phone], ToU Free [phone], Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
Kyle F; Gross
Laboratory Director
Jose Rocha
QA Officer
QC SUMMARY REPORT
CLIENT:
Work Order:
Project:
Wasatch Environmental
L86378
Quality Linen/1076-006A
Dept: WC
SampType: MS
Sample ID
L86378-02BMS
Analyte
Total Organic Carbon
Units
mg/L
Method
53 IOB
Result
13.50
Amount
Spiked
5
Original
Amount
7.4
%REC
122
Limits
80-120
%RPD
Analysis
RPD Limit Qualifiers Date
' 9/17/2008
' - Matrix spike recovery indicates matrix interference. The method is in control as indicated by the LCS.
Report Date: 9/24/2008 Page 52 of 53
ill^^^ra sppJceb^^^RwA. 6B^^WRCRA JlffiBeii In acHWBRo PaiUi Ing Inloi ipe/t Is mat atm JBI •• Ml wm (••
ixcm^^n of Ills BHRMff P(lvllagQnn!ffii()U8nt OmnTn nama oremOrnpiny or annnvniDBr of Its itin, ortepn
teprnducUonoT
•iRicHiwaii^N/HricJHABaHlTo:
463 West 3600 South
Salt Lake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
Laboratory Director
Jose Rocha
QA Officer
QC SUMMARY REPORT
CLIENT:
Worlc Order:
Project:
Wasatch Environmental
L86378
Quality Linen/1076-006A
Dept: WC
SampType: MSD
Sample ID Analyte
L85378-02BMSD Total Organic Carbon
Units
mg/L
Method
5310B
Result
13.00
Amount
Spiked
5
Original
Amount
14
%REC
112
Limits
80-120
%RPD
3.77
Analysis
RPD Limit Qualifiers Date
20 9/17/2008
Report Dale: 9/24/2008 Page 53 of S3
AH tntiitti «pi>ilMblo 10 Ihe CWA. BDWA. end MRA ara perfoimed In sccordence lo NELAC prolocols. Peitlnonl eampnnB Inlorraoljon Is tocaled on Ihe eiticlied ooc. This leport Is provldeO lor iha exclusW use ol Uie addresseB. PrlvlleBes of sutiiequenl use ofthe nm« of lhl» companv oi any mimbai of lit staff, or lopnxlucllon ot
American West Analytical Labs
WORK ORDER Summary
Client ID; WAS580
Project: Quality Linen / 1076-006A
Comments: PA Rush; QCLevel: QC 2+ / use sample #10 for
QCLevel: QC2+
Locatlon: ||t;|(5|^ ^
the ms/msd. Methane sample sent to
]6-Sep-08
WorkOrder L86378
Contact: Rebecca Studenka
Evergreen Lab; TOC sample sent to Paragon Lab.
Sample ID
L86378-01A
L86378-02A
L86378-02B
L86378-02C
L86378-03A
L86378-04A
L86378-04B
L86378-05A
L86378-06A
L86378-07A ,
L86378-08A
L86378-09A
L86378-10A
L86378-1 IA
L86378-12A
L86378-13A
L86378-14A
Client Sample ID
OP-10@5-15'
QP-11@5-15'
GP-12 @ 6.5-7'
ap-i2@5-i5'.. •
GP-12 @ 15-20'
GP-12 @ 25-30'
• GP-12 @ 35-40'
QP-I3@5-15'
GP-13 @ 5-15'dup
QP-14@5-15'
GP-15 @ 5-15'
GP-15 @ 5-15'dup
GP-16 @ 5-15'
trip blank
Collection Date
9/16/2008 8:45:00 AM
9/16/2008 9:15:00 AM
9/16/2008 9:45:00 AM
9/16/2008 10:00:00 AM
9/16/2008 10:55:00 AM
9/16/2008 11:40:00 AM
9/16/2008 1:00:00 PM
9/16/2008 2.20:00 PM
9/16/2008 2:50:00 PM
9/16/2008 3:30:00 PM
9/16/2008 3:50:00 PM
9/16/2008 4:20:00 PM
9/16/2008
Date Received
9/16/2008
Date Due
9/25/2008
9/25/2008
9/25/2008
9/25/2008
9/25/2008
9/25/2008
9/25/2008
9/25/2008
9/25/2008
9/25/2008
9/25/2008
9/25/2008
9/25/2008
9/25/2008
9/25/2008
9/25/2008
9/25/2008
9/25/2008
• 9/25/2008
9/25/2008
Matrix
Aqueous
Soil
Aqueous
Test Code
8260-W-VOX/MBTEXN
8260-W-VOX/MBTEXN
TOC-W-SM5310B
SHIPPR
SUB-METHANE
SHIPPR
SUB-TOC
TOC-W-SM5310B
SHlPPR
SUB-METHANE
8260-W-VOX/MBTEXN
8260-W-VOX/MBTEXN
8260-W-VOX/MBTEXN
8260-W-VOX/MBTEXN
8260-W-VOX/MBTEXN
8260-W-VOX/MBTEXN
8260-W-VOX/MBTEXN
. 8260-W-VOX/MBTEXN
8260-W-VOX/MBTEXN
8260-W-VOX/MBTEXN
Storage
VOCFridge
VOCFridge
sept 16 toe
evergreen
evergreen
paragon lab
paragon, lab
sept 16 too
evergreen
evergreen
VOCFridge
VOCFridge
VOCFridge
VOCFridge
VOCFridge
VOCFridge
VOCFridge
VOCFridge
VOCFridge
VOCFridge
T
3
3
3
3
3
1
1
3
3
3
3
3
3
. 3
3
6
3
3
3
3
Page 1of1
^^ ^^ ^^ amm mtm laa •• •• •• ''••' mtt mw
•HiV SHV flW ^HV •••• V^iS VBV VIBV Si^BH •••• ^^BH^^ j^^^^^
Lab Set ID: ^^J "1 ,
nr
Samples Were:
a Shipped By:
^Hand Delivered
D Ambient
;Ef Chilled
Temperature o-
Rec. Broken/Leaking
V °C
DYes iXNo DN/A
Notes:
Properly Preserved SfYes DNo DN/A
Notes: '
Rec. Within Hold l5!Yes DNo •
Notes: /
..COC Tape Was:
\ Present oh Outer Package
\ DYes DNo DN/A
Uiibroken on Outer package
DYes DNo DN/A .
Pi'-esent on Sample
DYes \ DNo DN/A
Unbrol^^i on Sample
DYes CKNo DN/A
Notes: V
.^Container Type:
[:i^4WAL Supplied Plastic
• A%AL Supplied Clear Glass
• AWAbvSupplied Amber Glass
D AWAL sVi^lied VOA/TOC/TOX Vials
D Amber DCle&i: D Headspace DNo Headspace
D Noti AWAL Supplied Container
No. Rec.
Notes: .^\
Discrepancies Between Labels anisfOC D Yes D No
Notes: \
• ' \ •
Bottie Type
Ammonia
COD
Cyanide
Metals
NO2&NO3 '
Nutrients
Q&.G
Phenols
Sulfide
TKN
TOC
TPO4
TPH
Preservative
pH <2 H2SO4
pH <2 H2SO4
PH>12>IaOH
pH<2HN03
pH <2 H2SO4
pH <2 H2SO4
pH <2 HCL
pH<2H2S04
pH>9NaOH,ZnAC
pH <2 H2SO4
pH <2 H3PO4
pH <2 H2SO4
pH <2 HCL
All pHs OK
V^
. •
•
„
•
•^
Procedure: 1) Pourasmallamount of sample in the sample lid
2) Pour sample from Lid gently over wide range pH paper
3) Do Not dip the pH paper In the sample fciottleor lid
4) if sample Is not preserved.properly list Its extension and receiving pH in the appropriate column above
5) Fiag COC and notify client for furliier instructions
6) Place client conversation on COG
7) Samples may be adjusted at client request
WASATCH SiVtROMMHfTALr S^C
: 3>iVIFiOMMBrrAL SPBOAUSTS . r. WASATCH QSCTB:HMCAI, mc
SOLS AND FOUNDATION SVeflVERS. •
CMMU OF CUSTODY f=OiRM
I PROJECT MUMBB?: J6J<^-/)0<oM
SAMPISL
CB?TIHCA7T0M#:
f.Stxj^k^A.t>^
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SPEOAL ifssmucnQeis:
JA^I/^ ]:^ !f oK^-^ (rP-N
Hefinaaished By: Date/TJBne"
{•^\£&.CUi-e^ Hmmin ox >^f^ ir T
'^"^Ai^- ^7 (I^
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2470 yWESr CAUFQfmA AVBUE' SALTLAKE OTf, UTAH 84104 • Pf«ME (801) 97J*«J0 • FAX[phone]^50
!/KES SfTE: wmBuseate^Nsnviinni&sa&icozn ° E-MAIL: vm&nasatdhmmaatiBniaLcam I
ORGANIC ANALYSIS REPORT
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
Toll Free [phone]
• Fax [phone]
ial [e-mail]
Kyle F. Gross
Laboratory Director
Jose Roclia
QA Officer
Client: Wasatch Environmental
Project ED: Quailty Linen SLC, UT / 1076-006A
Lab Sample ID: L86413-12A
FieldSamplelD: Trip Blank
CoUected: 9/17/2008
Received: 9/17/2008
Contact: Rebecca Studenka
Analyzed: 9/23/2008 4:04:00 PM
Analysis Requested: 8260B/5030B
Analytical Results Haloeenated VOCs + MBTEXN bv 8260B
Units = |ig/L
Dilution Factor =
Compound
1,1,1,2-Tetrachloroethane
1,1,1-Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-trifluoroethane
1,1,2-TrichloToethane
1,1 -Dichloro-1 -propene
1,1 -Dichloroethane
1,1 -Dichloroethene
1,2,3-Trichlorobenzene
1,2,3 -Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinylether
Allyl chloride
Benzene
Benzyl chloride
Bis(2-chloroisopropyl)ether
Bromobenzene
Bromochloromethane
Reporting Limit
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
1.0
5.0
5.0
2.0
2.0
Analytical
Result
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<1.0
<5.0
<5.0
<2.0
< 2.0
ReportDate: 9/25/2008 Page31 of62
4ii-^ai««<: aoDllcable to the CWA SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling infoimation is located on the f^^'^f.^^I^L^^tn !!i^h
MS^ w fhi^SutiveuL of S^^e addressee Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in conne^on wrth
nr^ded forthe exclusive use of the adoressee. f-nviieges or suoseq ^^ ^^ re-publicatlon of this report tor any purpose other than for the addressee vflll be granied only
M^ialyses
piHded for
thHdvertlsi
oiTOintact Sbis^^^'s^^nS^^
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
Toll Free [phone]
Fax [phone]
mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Lab Sample ID: L86413-12A
FieldSamplelD: Trip Blank
Collected: 9/17/2008
Received: 9/17/2008
Analysis Requested: 826PB/5030B
Analyticai Results
Units = ng/L
Dilution Factor =
Compound
Bromodichloromethane
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
Ethylbenzene
lodomethane
Methyl tert-butyl ether
Methylene chloride
Naphthalene
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
Toluene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans l,4-Dichloro-2-butene
Xylenes, Total
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
Analyzed: 9/23/2008 4:04:00 PM
Halosemated VOCs + MBTEXN by 8260B
Reporting Limit
2.0
2.0
5.0
2.0
2.0
2.0
2.0
3.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
1.0
Analytical
Result
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<3.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
. <i.o
ReportDate: 9/25/2008 Page32 of62
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
I Free [phone]
Fax [phone]
[e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
LabSamplelD: L86413-12A
Field Sample ID: Trip Blank
Collected: 9/17/2008
Received: 9/17/2008
Analysis Requested: 8260B/5030B
Analytical Results
Analyzed: 9/23/2008 4:04:00 PM
Haloeenated. VOCs + MBTEXN bv 8260B
Units = ng/L
Dilution Factor =
Compound
1
Reporting Limit
Anal3^ical
Result
Surr: l,2-Dichloroethane-d4
Surr: 4-Bromofluoroben2ene
Surr: Dibromofluoromethane
Surr: Toluene-d8
81-143
85-115
80-124
88-120
94.4
105
99.8
I
Report DatK 9/25/2008 Page 33 of 62
|
,nalvses aoDiicable to the CWA SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the a«a<=hedCOC.™s report is
"fJw for fho Stive uL of tf^^e addreksee Priviieoes of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connei^on vwtti
AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
Salt Lake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
OC SUMMARY REPORT
CLIENT: Wasatch Environmental
WorkOrder: L86413
Project: Quailty Linen SLC, UT / 1076-006A
Dept: MSVOA
SampType: LCS
Sample DD Analyte Units Method Result
Amount
Spiked
Original
Amount %REC Limits %RPD RPD Limit Qualifiers
Analj'sis
Date
LCS VOC 091908 1,1,l-Trichloroethane
LCS VOC 091908 1,l-Dichloroethene
LCS VOC 091908 l,2-DichIoroben2ene
LCS VOC 091908 1.2-Dichloroelhane
LCS VOC 091908 1,2-Dichloropropane
LCS VOC 091908 Benzene
LCS VOC 091908 Chlorobenzene
LCS VOC 091908 Chloroform
LCS VOC 091908 Ethjdbenzene
LCS VOC 091908 Methyl tert-butyl ether
LCS VOC 091908 Methylene chloride
LCS VOC 091908 Naphthalene
LCS VOC 091908 Toluene
LCS VOC 091908 Trichloroethene
LCS VOC 091908 Xylenes, Total
LCS VOC 092408 1,1,1-Trichloroethaue
LCS VOC 092408 1,1-Dichloroethene
LCS VOC 092408 1,2-Dichlorobenzene
LCS VOC 092408 1,2-DicWorDethane
LCS VOC 092408 1,2-Dichloropropane
LCS VOC 092408 Benzene
LCS VOC 092408 Chlorobenzene
LCS VOC 092408 Chloroform
LCS VOC 092408 Ethylbenzene
LCS VOC 092408 Methyl tert-butyl ether
LCS VOC 092408 Methylene chloride
LCS VOC 092408 Naphthalene
LCS VOC 092408 Toluene
LCS VOC 092408 Trichloroethene
t'g/kg
lig/kg
Mg''kg
Mg/kg
Ug/kg
Mg/kg
Mg/kg
Mg/kg
Mg/kg
Mg/kg
Mg/kg
Mg/kg
Mg/kg
Mg/kg
Mg/kg
Mg/kg
Mg/kg
Mg/kg
Mg/kg
Mg/kg
Mg/kg
MS/kg
Mg/kg
Mg/kg
Mg/kg
Mg/kg
pg/kg
Mg/kg
Mg/kg
8260B/5035
8260B/5035
8260B/5035
8260B/5035
B260B/5O35
8260B/5035
8260B/5035
8260B/5035
8260B/5035
S260B/5035
8260B/5035
8260B/5035
8260B/5O35
8260B/5035
8260B/5035
8260B/5035
8260B/5035
8260B/5035
8260B/5035
8260B/5035
8260B/5035
8260B/5035
8260B/5035
8260B/5035
8260B/5035
8260B/5035
8260B/5035
8260B/5035
8260B/5G35
27.25
22.96
21.88
24,52
19.02
20.85
22,03
22.36
22.77
24.68
19.68
17.68
21.96
24.52
66.72
25.06
2L25
22,94
26.06
19.99
20,59
22.44
21,99
22,25
25.40
19.86
20.25
2L58
24.14
20
20
20
20
20
20
20
20
20
20
20
20
20
20
60
20
20
20
20
20
20
20
20
20
20
20
20
20
20
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0 .
0
0
0
0
0
0
0
0
0
0
0
0
0
136
115
109
123
95.1
104
110
112
114
123
98,4
88.4
110
123
111
125
106
115
,130
100
103
112
110
HI
127
99.3
101
108
121
64-144
52-157
70-134
70-130
70-130
60-130
75-130
70-130
69-147
64-138
39-164
50-131
61-140
69-138
78-147
64-144
52-157
70-134
70-146
70-130
60-130
75-130
70-130
69-147
64-146
39-164
50-131
61-140
69-138
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
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ReportDate: 9/25/2008 Page40of62
Itpcllcal Ito NEb •port |9 f igqusnt uny or anOiemDar ot Its tiatf. or reoniducllan of
Mmicmm/EmwtNAmmcj^wmiBcmwtoimm ••
463 West 3600 South
SaltLakeCity, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: awa[@awal-labs.com, web: www.awal-labs.com
Grfliji
Laboratory Director
Jose Rocha
QA Officer
OC SUMMARY REPORT
CLIENT: Wasatch Environmental
Work Order: L86413
Project: Quailty Linen SLC, UT /1076-006A
Dept: MSVOA
SampType: LCS
LCS VOC 092408 Xylenes, Total pg/kg 8250B/5035 66,88 60 0 111 78-147
LCS VOC 092208 1,1,1-Trichloroethane pg/L 8260B/5030 1781 20 0 89.0 73-132
LCS VOC 092208 1,1-Dichloroethene pg/L 8260B/5030 18,78 20 0 93,9 53-153
LCS VOC 092208.1,2-Dichlorobenzene pg/L 8260B/503D 1725 20 0 86,2 70-130
LCS VOC 092208 1.2-Dichloroethane pg/L 8260B/5030 16.26 20 0 81.3 72-135
LCS VOC 092208 1.2-DiclilorQpropane pg/L 8260B/5030 16.82 20 0 84.1 80-125
LCS VOC 092208 Benzene pg/L 8260B/5030 17.88 20 0 89.4 69-126
LCS VOC 092208 Chlorobenzene pg/L 8260B/5030 18.60 20 0 93,0 80-119
LCS VOC 092208 Chloroform pg/L 8260B/5030 1715 20 0 85.8 70-127
LCS VOC 092208 Ethylbenzene pg/L 8260B/5030 18,95 20 0 94,8 70-130
LCS VOC 092208 Methyltert-butylether pg/L 8260B/5030 1729 20 0 86,5 70-137
LCS VOC 092208 Methylene chloride pg/L 8260B/5030 14,65 20 0 73.2 67-138
LCS VOC 092208 Naphthalene pg/L 8260B/5030 17.22 20 0 86,1 50-132
LCS VOC 092208 Toluene pg/L 8260B/5030 18,89 20 0 94.4 81-128
LCS VOC 092208 Trichloroethene pg/L 8260B/5030 19.30 20 0 96.5 79-141
LCS VOC 092208 Xylenes, Total pg/L 8260B/5030 57.16 60 0 95.3 70-130
LCS VOC 092308 1,1,1-Trichloroethane pg/L 8260B/5030 23.24 20 0 116 73-132
LCS VOC 092308 1,1-Dichloroethene pg/L 8260B/5030 22.91 20 0 115 53-153
LCS VOC 092308 1,2-Dichlorobenzene pg/L 8260B/5030 21.91 20 0 ' 110 70-130
LCS VOC 092308 l,2-Dichloro6thane pg/L 8260B/5O30 21.39 20 0 107 72-135
LCS VOC 092308 1,2-Dichloropropane pg/L 8260B/5030 21.71 20 0 109 80-125
LCS VOC 092308 Benzene pg/L 8260B/5030 22.64 20 0 113 69-126
LCS VOC 092308 Chlorobenzene pg/L 8260B/5030 23.59 20 0 118 80-119
LCS VOC 092308 Chloroform pg/L 8260B/5030 21.33 20 0 107 70-127
LCS VOC 092308 Ethylbenzene pg/L 8260B/5030 23,72 20 0 119 70-130
LCS VOC 092308 Methyl tert-butyl ether pg/L 8260B/5030 20.85 20 0 104 70-137
LCS VOC 092308 Methylene chloride pg/L 8260B/5030 18.60 20 0 93,0 67-138
LCS VOC 092308 Naphthalerie pg/L 8260B/5030 19.90 20 0 99.5 50-132
LCS VOC 092308 Toluene pg/L 8260B/5030 23.09 20 0 115 81-128
LCS VOC 092308 Trichloroethene pg/L 8260B/5030 24.58 20 0 123 79-141
LCS VOC 092308 Xylenes, Total pg/L 8260B/5030 70.98 60 0 118 70-130
LCS VOC 092408 1,1,1-Trichloroethane pg/L 8260B/5030 25.06 20 0 125 73-132
9/24/2008
9/22/2008
9/22/2008
9/22/2008
9/22/2008
9/22/2008
9/22/2008
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9/22/2008
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9/22/2008
9/22/2008
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9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
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9/23/2008
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9/23/2008
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9/24/2008
ReportDate: 9/25/2008 Page4lof62
All analvsAi ADDllcablo lo lite CWA. SOVVA, incl RCRA ara partonned In accordanca lo NELAC pfotocois, Perllnanl tampUng Inrormallon la localed on Ilia aUBchad COC. Thli raport Is providad for tha axdustve tisa ol tha addrasiea. Pflvllagas or aubsaquam usa of tha nama of tnis company or any mambar ol lit alart, or repnducflon ol
AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
Salt Lake City, Utah 84115
[phone], Toil Free [phone], Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
QC SUMMARY REPORT
CLIENT: Wasatch Environmental
WorkOrder: L86413
Project: Quailty Linen SLC, UT /1076-006A
LCS VOC 092408 1,1-Dichloroethene
LCS VOC 092408 1,2-Dichlorobenzene
LCS VOC 092408 1,2-Dichloroethane
LCS VOC 092408 1,2-Dichloropropane
LCS VOC 092408 Benzene
LCS VOC 092408 Chlorobenzene
LCS VOC 092408 Chloroform
LCS VOC 092408 Ethylbenzene
LCS VOC 092408 Methyl tert-butyl ether
LCS VOC 092408 Methylene chloride
LCS VOC 092408 Naphthalene
LCS VOC 092408 Toluene
LCS VOC 092408 Trichloroethene
LCS VOC 092408 Xylenes. Total
Mg/L
Mg/L
ME/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
pg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
21.25
22,94
26.06
19,99
20,59
22.44
21.99
22,25
25.40
19.86
20,25
21,58
24.14
66.88
20
20
20
20
20
20
20
20
20
20
20
20
20
60
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Dept:
SampType:
106
115
130
100
103
112
110
111
127
99.3
101
108
121
111
MSVOA
LCS
53-153
70-130
72-135
80-125
69-126
80-119
70-127
70-130
70-137
67-138
50-132
81-128
79-141
70-130
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
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ReportDate: 9/25/2008 Page 42 of62
It wttftbppHtMtmtttfV^A. 6 JWBRORA iviMlBd In acHMHo MELAaVMM. Paillnff^^^ng jn/orffl^^Rcalod on^fflffihad GO^^^^port la p^^ffl^ff Iha axcfflllffReB ol tho addrauaa: PlIvllBges ol subSBOuonl uioortha namo of Ihla comoanv or anv memharafucsijirf nr MnmHitriinn
^flRucSPwEfMNAlWicJHPABdiSroflBi
463 West 3600 South
Salt Lake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: awal@awal-labs,cora, web: www.awal-labs.com
Laboratory Director
Jose Rocha
QA Officer
OC SUMMARY REPORT
CLIENT: Wasatch Environmental
WorkOrder: L86413
Project: Quailty Linen SLC, UT / 1076-006A
Dept: MSVOA
SampType: MBLK
SamplelD Analyte Units
Amount Original
Result Spiked Amount Method %REC Limits %RPD RPD Limit Qualifiers
Analysis
Date
MB VOC 091908 1,1,1,2-TetrachIoroethane pg/kg 8260B/5035 <2.0
MB VOC 091908 1,1,1-Trichloroethane pg/kg 8260B/5035 <2.0
MB VOC 091908 1,1,2,2-Tetrachloroethane pg/kg 8260B/5035 <2.0
MB VOC 091908 1,1,2-Trichloro-I.2,2-trifluDroetha pg/kg 8260B/5035 <2.0
MB VOC 091908 1,1,2-Trichloroethaiic pg/kg 8260B/5035 <2.0
MB VOC 091908 1,1-Dichloro-l-propene Mg/kg 8260B/5035 <2.0
MBVOCC91908 1,1-Dichloroethane pg/kg 8260B/5035 <2.0
MB VOC 091908 1,1-Dichloroethene pg/kg 8260B/5035 <2.0
MB VOC 091908 1,2,3-Trichlorobenzene pg/kg 8260B/5035 <2.0
MB VOC 091908 1,2,3-Trichloropropane pg/kg 8260B/5035 <2.0
MB VOC 091908 1,2.4-Trichlorobenzene pg/kg 8260B/5035 <2.0
MB VOC 091908 l,2-Dibromo-3-chloropropaiie pg/kg 8260B/5035 <5.0
MB VOC 091908 1,2-Dibromoetliane pg/kg 8260B/5035 <2.0
MB VOC 091908 1.2-Dichlorobenzene pg/kg 8260B/5035 <2.0
MB VOC 091908 1.2-Dichloroethane pg/kg 8260B/5035 <2.0
MB VOC 091908 1,2-Dichloropropane pg/kg 8260B/5035 <2.0
MB VOC 091908 1,3-Dichlorobenzene pg/kg 8260B/5035 <2,0
MB VOC 091908 1,3-Dichloropropane pg/kg 8260B/5035 <2.0
MB VOC 091908 1,4-Dichlorobenzene pg/kg 8260B/5035 <2.0
MB VOC 091908 2.2-DichloropropBne pg/kg 8260B/5035 < 2.0
MB VOC 091908 2-Chloroethylvinylelher pg/kg 8260B/5035 < 5.0
MB VOC 091908 Allyl chloride pg/kg 8260B/5035 <5,0
MB VOC 091908 Benzene pg/kg 8260B/5035 <2,0
MB VOC 091908 Benzylchloride pg/kg 8260B/5035 < 5.0
MB VOC 091908 Bis(2-chloroisopropyl)ether pg/kg 8260B/5035 <5,0':
MB VOC 091908 Bromobenzene pg/kg 8260B/5035 < 2.0
MB VOC 091908 Bromochloromethane pg/kg 8260B/5035 . < 10
MB VOC 091908 Bromodichloromethane pg/kg 8260B/5035 < 2.0
MB VOC 091908 Bromoform pg/kg 8260B/5035 < 10
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
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Report Date: 9/25/2008 Page 43 of 62
•< Rf>eA arm nMftnmtmei In mr-ffitilanfti In MRI Lfi nrntnfnU Oitritnmi\t mtmnHnntn(nrmmi}nn I* Innalrrt nn llia> aHai^hftH finP Thl« lAfinrtU nrfini/iaii lr\rl
AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
Salt Lake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-maii: [e-mail], web: www.awal-labs.com
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
QC SUMMARY REPORT
CLIENT: Wasatch Enviro nmental.
WorkOrder: L86413
Project: Quailty Linen SLC, UT /1076-006A
MB VOC 091908 Bromomethane pg/kg 8260B/5035 <10
MB VOC 091908 Carbontetrachloride pg/kg 8260B/5035 <2.0
MB VOC 091908 Chlorobenzene pg/kg 8260B/5035 <2.0
MB VOC 091908 Chloroethane pg/kg 8260B/5035 <3,0
MB VOC 091908 Chloroform /ig/kg 8260B/5035 <2.0
MB VOC 091908 Chloromethane pg/kg 8260B/5035 <3.0
MB VOC 091908 Chloroprene pg/kg 8260B/5035 <10
MB VOC 091908 cis 1,2-Dichloroethene pg/kg 8260B/5035 <5.0
MB VOC 091908 cis 1,3-DichlorQpropene pg/kg 8260B/5035 <2,0
MB VOC 091908 Dibromochloromethane pg/kg 8260B/5035 <5,0
MB VOC 091908 Dibromomethane pg/kg 8260B/5035 <2,0
MB VOC 091908 Dichlorodifluoromethane pg/kg 8260B/5035 <2.0
MB VOC 091908 Ethylbenzene pg/kg 8260B/5035 <5.0
MB VOC 091908 lodomethane pg/kg 8260B/5035 <5.0
MB VOC 091908 Methyltert-butylether pg/kg 8260B/5035 <2.0
MB VOC 091908 Methylenechloride pg/kg 8260B/5035 <5.0
MB VOC 091908 Naphthalene pg/kg 8260B/5035 <2.0
MB VOC 091908 o-Chlorotoluene pg/kg 8260B/5035 <2.0
MB VOC 091908 p-ChlorotoIuene ^ pg/kg 8260B/5035 <2,0
MB VOC 091908 Pentachloroethane Mg/kg 8260B/5035 <25
MB VOC 091908 Teirachloroethene pg/kg 8260B/5035 <2.0
MB VOC 091908 Toluene pg/kg 8260B/5035 <2.0
MB VOC 091908 trans 1,2-Dichloroethene pg/kg 8260B/5035 <2.0
MB VOC 091908 trans 1,3-Dichloropropene pg/kg 8260B/5035 <2.0
MB VOC 091908 trans l,4-Dichloro-2-butene pg/kg 8260B/5035 <2.0
MB VOC 091908 Trichloroethene pg/kg 8260B/5035 <2,0
MB VOC 091908 Trichlorofluoromethane pg/kg 8260B/5035 <2.0
MB VOC 091908 Vinylchloride pg/kg 8260B/5035 <1.0
MB VOC 091908 Xylenes.Total pg/kg 8260B/5035 <2.0
MB VOC 092408 1.1,1,2-Tetrachloroethane pg/kg 8260B/5035 <2.0
MB VOC 092408 1,1,l-Trichloroethane pg/kg 8260B/5035 <2.0
MB VOC 092408 1.1.2.2-Tetrachloroethane pg/kg 8260B/5O35 <2.0
Dept: MSVOA
SampType: MBLK
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
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9/19/2008
9/19/2008
9/24/2008
9/24/2008
9/24/2008
ReportDate: 9/25/2008 Page44of62
• applied bkVA, el •to NEL i BVHchad CljHBapoil Is jHHHIr tha exM^^K ol Iha l^^^ff. Privlla^^^fflsequanl n^^R nama onlmomi] company or any membir ol Ils staff, or laoioducllon ol
iAmWWCAWm.BCimm:o}m
463 West 3600 South
SaltLakeCity, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
Gr<aH
Laboratory Director
Jose Rocha
QA Officer
OC SUMMARY REPORT
CLIENT:
Work Order:
Project:
MB VOC 092408
MB voc 092408
MB voc 092408
MB voc 092408
MB voc 092408
MB voc 092408
MB voc 092408
MB VOC 092408
MB voc 092408
MB VOC 092408
MB VOC 092408
MB voc 092408
MB voc 092408
MB voc 092408
MB voc 092408
MB voc 092408
MB voc 092408
MB voc 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC O9240.8
MB VOG 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB voc 092408
MB voc 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
Wasatch Environmental
L86413
Quailty Linen SLC, UT / 1076-006A
l,l,2-Trichloro-I,2,2-trifluoroetha pg/kg
1,1,2-Trichloroethane
1,1-Dichloro-l-propene
1,1-Dichloroethane
1,1-Dichloroethene
1,2.3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
l,2-Dibronio-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Diclil orobenzene
1,3 -Dichloropropane
1,4-Dichloroben2ene
2,2-DichlQropropane
2-Chloroethylvinylether
Al\y\ chloride
Benzene
Benzyl chloride
Bis(2-chloroisopropyl)ether
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Mg/kg
Mg/kg
Mg/kg
Mg/kg
Mg/kg
Mg/kg
Mg/kg
Mg/kg
Mg/kg
Mg/kg
Mg/kg
Mg/kg
Mg/kg
pg/kg
Mg/kg
Mg/kg
Mg/kg
Mg/kg
pg/kg
Mg/kg
Mg/kg
Mg/kg
Mg/kg
|ig/kg
pg/kg
Mg/kg
Mg/kg
Mg/kg
Mg/kg
Mg/kg
Mg/kg
8260B/5035
8260B/5035
8260B/5035
8260B/5035
8260B/5035
8260B/5035
8260B/5035
8260B/5035
8260B/5035
8260B/5035
8260B/5035
8260B/5035
8260B/S035
8260B/5035
8260B/5035
8260B/5035
8260B/5035
8260B/5035
8260B/S035
8260B/S035
8260B/5035
8260B/5035
8260B/5035
8260B/5035
8260B/5035
8260B/5035
8260B/5035
8260B/5035
8260B/5035
8260B/5035
8260B/5035
8260B/5035
<2,0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<2,0
<5.0
<5.0
<2.0
<10
<2.0
<10
<10
<2.0
<2.0
<3,0
<2.0
<3.0
Dept: MSVOA
SampType: MBLK
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
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Report Dale: 9/25/2008 Page 45 of 62
\l\ anaiysea appllcabla lo Iha CWA. SDWA, and ROM aro portoim«a In acuidanca lo MELAC pioloools, Peitlnatn sampBng InlomuBon is localod on Iha ellaohtd COO, TW» loport Is providad lot Iha oxduslva usa ol Iho ad^drasaaa, Pitvllagas ol subsequani usa ol Iha nama ol iNt company or any mombor ofits elaK, or rapmducSon ol
AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
Salt Lake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
OC SUMMARY REPORT
CLIENT:
Work Order:
Project:
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
' MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 09240^8
MB VOC 09220^8
MB VOC 092208
MB VOC 092208
MB VOC 092208
MB VOC 092208
MB VOC 092208
MB VOC 092208
MB VOC 092208
MB VOC 092208
Wasatch Environmental
L86413
Quailty Linen SLC, UT / 1076-006A
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
Ethylbenzene
lodomethane
Methyl tert-butyl ether
Methylene chloride
Naphthalene
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
Toluene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans I,4-Dichloro-2-butene
Trichloroethene
Trichlorofluoromethane
Vinyl cliloride
Xylenes, Total
1,1,1,2-Tetrachloroelhane
1,1,1-Trichloroethane
1,1,2,2-TelrachIoroethane
1,1,2-Trichloro-l,2,2-trifluoroetha
1,1,2-Trichloroethane
1,1-Dichloro-l-propene
1,1-Dichloroethane
1,1-Dichloroethene
1,2,3-Trichlorobenzene
Mg/kg
pg/kg
Mg/kg
Mg/kg
Mg/kg
Mg/kg
Mg/kg
Mg/kg
Mg/kg
Mg/kg
(ig/kg
Mg/kg
Mg/kg
Mg/kg
Mg/kg
Mg/kg
Mg/kg
Mg/kg
pg/kg
Mg/kg
Mg/kg
pg/kg
pg/kg
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
8260B/5035
8260B/5035
8260B/5035
8260B/5035
8260B/5035
8260B/5035
8260B/5035
8260B/5035
8260B/5035
8260B/5035
8260B/5035
8260B/5035
8260B/5035
8260B/5035
8260B/5O35 ,
8260B/5O35
8260B/5035
8260B/5035
8260B/5035
8260B/5035
8260B/5035
8260B/5035
8260B/5035
8260B/5030
8260B/5O30
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
<10
<5.0
<2,0
<5.0
<2.0
<2.0
. <5.0
<5.0
<2.0
<5.0
<2.0
<2.0
<2.0
<25
<2.0
<2,0
<2,0
<2.0
<2.0
<2.0
<2.0
<1.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2,0
<2.0
<2.0
<2.0
<2.0
Dept: MSVOA
SampType: MBLK
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
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9/24/2008
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ReportDate: 9/25/2008 Page 46 of62
Aaaa OriiflUr
j9&kic!Hff^E^9HNAWmtCAWWkBCMmto.
463 West 3600 South
Salt Lake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
Laboratory Director
Jose Rocha
QA Officer
OC SUMMARY REPORT
CLIENT: WasatchEnvironmental
WorkOrder; L86413
Project: Quailty Linen SLC, UT /1076-006A
MB VOC 092208 1,2,3-Trichloropropane
MB VOC 092208 1,2,4-Trichlorobenzene
MB VOC 092208 l,2-Dibromo-3-chloropropane
MB VOC 092208 1,2-Dibromoethane
MB VOC 092208 1,2-Dichlorobenzene
MB VOC 092208 1,2-Dichloroethane
MB VOC 092208 1,2-Dichloropropane
MB VOC 092208 1,3-Dichlorobenzene
MB VOC 092208 1,3-DichloropropQne
MB VOC 092208 1,4-Dichlorobenzene
MB VOC 092208 2,2-Dichloropropane
MB VOC 092208 2-Chloroethylvinylether
MB VOC 092208 Allyl cliloride
MB VOC 092208 Benzene
MB VOC 092208 Benzyl chloride
MB VOC 092208 Bis(2-chloroisopropyl)ether
MB VOC 092208 Bromobenzene
MB VOC 092208 Bromochloromethane
MB VOC 092208 Bromodichloromethane
MB VOC 092208 Bromoform
MB VOC 092208 Bromomethane
MB VOC 092208 Carbon tetrachloride
MB VOC 092208 Chlorobenzene
MB VOC 092208 Chloroethane
MB VOC 092208 Chloroform
MB VOC 092208 Chloromethane
MB VOC 092208 Chloroprene
MB VOC 092208 cis 1,2-Dichloroethene
MB VOC 092208 cis 1.3-DichloroprQpene
MB VOC 092208 Dibromochloromethane
MB VOC 092208 Dibromomethane
MB VOC 092208 Dichlorodifluoromethane
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg^-
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg'L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
MS/L
Mg/L
Mg/L
Mgrt^
Mg/L
Mg/L
Mg«^
Mg/L
Mg/L
Mg/L
Mg/L
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5Q30
8260B/5030
8260B/5030
<2.0
<2.0
<5,0
<2.0
<2.0
<2,0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<1.0
<5.0
<5.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<3.0
<2.0
<2.0
<2.0
<2,0
<2.0
<2.0
Dept: MSVOA
SampType: MBLK
.
_
.
.
-
-
.
.
.
.
_
.
..
_
..
_
,
_
.
_
_
.
_
_
..
,
.
„
«
.
.
.
9/22/2008
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ReportDate: 9/25/20O8 Page 47 of62
All analysaa appHcabW lo Iha OWA, 9!MK. and BORA ora palfotmod In accordanca to NEWC prolocols, Partlnonl iampllng InfonnslJon Is localad on Iho attached COC, This (oport Is providad for Iha axctucbo usa of tha addraisaa. Pdvnegal of Bibsaquonl uaa ofthe mma of this eompiny or any mambar of Us alalf, or raproducUon ol
AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
Salt Lake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
OC SUMMARY REPORT
CLIENT:
Work Order:
Project:
MB VOC 092208
MB VOC 092208
MB VOC 092208
MB VOC 092208
MB VOC 092208
MB VOC 092208
MB VOC 092208
MB VOC 092208
MB VOC 092208
MB VOC 092208
MB VOC 092208
MB VOC 092208
MB VOC 092208
MB VOC 092208
MB VOC 092208
MB VOC 092208
MB VOC 092208
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
Wasatch Environmental
L86413
Quailty Linen SLC, UT / 1076-006A
Ethylbenzene
lodomethane
Methyl tert-butyl ether
Metliylene chloride
Naphthalene
o-ChlorotoIuene
p-Chlorotoluene
Pentachloroethane
Teirachloroethene
Toluene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans l,4-Dichloro-2-butene
Trichloroethene
Trichlorofluoromethane
Vinyl chloride
Xylenes, Total
1,1.1.2-Tetrachloroethane
1.1,1-Trichloroethane
1,1,2.2-Telrachloroethane
l.l,2-TrichIoro-1.2.2-trifluoroetha
1,1,2-Trichloroethane
1,1-Dichloro-l-propene
1,1-Dichloroethane
1,1-Dichloroethene
1,2.3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1.2-Dibromo-3-chloropropane
1.2-Dibromoethane
1.2-Dichlorobenzene
1.2-Dichloroelhane
pg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/503O
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2,0
<2.0
<2.0
<2,0
<2.0
<2.0
<1.0
<2.0
<2.0
<2.0
<2.0
<2,0
<2,0
<2,0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
Dept: MSVOA
SampType: MBLK
9/22/2008
9/22/2008
9/22/2008
9/22/2008
9/22/2008
9/22/2008
9/22/2008
9/22/2008
9/22/2008
9/22/2008
9/22/2008
9/22/2008
9/22/2008
9/22/2008
9/22/2008
9/22/2008
9/22/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
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ReportDate: 9/25/2008 Page48of62
oNEUl •hod col lorl Is pl ofihaal Privllag laquani name of this comoanv or anv membar aiiii aiair. orraoradiiciinn n(
AiH!iicPP^VE^ffl^AiPlcAiil.Bd!ifrorfHi
463 West 3600 South
Salt Lake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
Laboratory Director
Jose Rocha
QA Officer
OC SUMMARY REPORT
CLIENT:
Work Order:
Project:
MB voc 092308
MB voc 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 0923 08
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
Wasatch Environmental
L86413
Quailty Linen SLC, UT /1076-006A
1,2-Dichlorqpropane
1.3-Dichlorobenzene
1.3-Dichloropropane
1,4-Dichlorobenzene
2,2-DichloropiQpanB
2-Chloroethylvinylether
Allyl chloride
Benzene
Benzyl chloride
Bis(2-chloroisopropyl)ether
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1.3-DichJofopropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
Ethylbenzene
lodomelhane
Methyl tert-butyl ether
Methylene cliloride
Naphthalene
o-Chlorotoluene
Mg/L
Mg«-
Mg/L
Mg/L
• )^S^
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
pg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<1.0
<5,0
<5.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
O.O
<:2,0
<2,0
<2,0
<2.0
<2,0
<2.0
<2.0
<2.0
<2.0
<2.Q
<2.0
<2.0
Dept: MSVOA
SampType: MBLK
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008 '
9/23/2008
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9/23/2008
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ReportDate: 9/25/2008 Page49of62
AU analysaa appllcablo lo Itii CWA, SOWA, and RCRA ara parforniad In accordanco lo NELAC prolocola, Partlninl sampll/ig Inforniillon Is located on the attached COO. This report Is providad for tha encluolve use ol the addrassaa, Pilvllagaa cl subtaquant use cf the name of Ihls ccmpany or any mambar ofils alalf, or rowodueUon nl
AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
SaltLake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: [e-mail], web; www.awal-labs.com
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
OC SUMMARY REPORT
CLIENT: Wasatch Environmental
WorkOrder: L86413
Project: Quailty Linen SLC, UT /1076-006A
MB VOC 092308 p-Chlorotoluene pg/L 8260B/5030 <2.0
MB VOC 092308 Pentachloroethane pg/L 8260B/5030 < 5.0
MB VOC 092308 Tetrachloroethene pg/L 8260B/5030 <2.0
MB VOC 092308 Toluene pg/L 8260B/5030 < 2.0
MB VOC 092308 trans 1.2-Di chl oroethene pg/L 8260B/5030 <2.0
MB VOC Q92308 trans 1.3-DichtorQprQpene pg/L 8260B/5030 < 2.0
MB VOC 092308 trans l,4-Dichloro-2-butene pg/L 8260B/5030 < 2.0
MB VOC 092308 Trichloroethene pg/L 8260B/5030 < 2.0
MB VOC 092308 Trichlorofluoromethane pg/L 8260B/5030 <2.0
MB VOC 092308 Vinylchloride pg/L 8260B/5030 < 1.0
MB VOC 092308 Xylenes.Total pg/L 8260B/5030 <2.0
MB VOC 092408 1.1,1.2-Tetrachloroethane pg/L 8260B/5030 <2,0
MB VOC 092408 1,1,1-Trichloroethane pg/L 8260B/5030 <2,0
MB VOC 092408 l.!.2.2-TetrachlorQethane pg/L 8260B/5030 <2,0
MB VOC 092408 1.1.2-Trichloro-l,2,2-trifluoroetha pg/L 8260B/5030 <2.0
MB VOC 092408 1,1,2-Triohloroethane pg/L 8260B/5030 <2.0
MB VOC 092408 1,1-Dichloro-l-propene pg/L 8260B/5030 <2.0
MB VOC 092408 1,1-Dichloroethane pg/L 8260B/5030 <2.0
MB VOC 092408 1,1-Dichloroethene pg/L 8260B/5030 <2.0
MB VOC 092408 1.2.3-Trichlorobenzene pg/L 8260B/5030 <2.0
MB VOC 092408 1,2,3-Trichloropropane pg/L 8260B/5030 <2,0
MB VOC 092408 1,2,4-Trichlorobenzene pg/L 8260B/5030 <2,0
MB VOC 092408 l,2-DibromD-3-chloropropane pg/L 8260B/5030 <5.0
MB VOC 092408 1,2-Dibromoethane pg/L 8260B/5030 <2.0
MB VOC 092408 1,2-Dichlorobenzene Mg/L" 8260B/5030 <2.0
MB VOC 092408 1,2-Dichloroethane pg/L 8260B/5030 <2.0
MB VOC 092408 1,2-Dichloropropane pg/L 8260B/5030 <2.0
MB VOC 092408 1,3-Dichlorobenzene pg/L 8260B/5030 <2,0
MB VOC 092408 1,3-Dichloropropane pg/L 8260B/5030 <2.0
MB VOC 092408 1,4-Dichlorobenzene pg/L 8260B/5030 <2,0
MB VOC 092408 2,2-Dichloropropane pg/L 8260B/5030 <2.0
MB VOC 092408 2-Chloroethylvinylether pg/L 8260B/5030 <5.0
Dept: MSVOA
SampType: MBLK
9/23/2008
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9/23/2008
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ReportDate: 9/25/2008 Page50of62
lappllcai bnglnfol Ipcrl la p ••i 'JBi MB- Mi •• igmDBny or anv membAr of Its siarr or rcomdnciiDn nr
,#|||UCll!HVEliliNfAili![CAilft.Bdlill:0
463 West 3600 South
SaltLake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
Laboratory Director
Jose Rocha
QA Officer
OC SUMMARY REPORT
CLIENT:
WorkOrder;
Project:
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 09240i
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
Wasatch Environmental
L86413
Quailty Linen SLC, UT /1076-006A
Allyl chloride
Benzene
Benzyl chloride
Bis(2-chloroisopropyl)ether
Bromobenzene
Bromochloromethane
B romod i chl orome thane
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibiomochloromethane
Dibromomethane
Dichlorodifluoromethane
Ethylbenzene
lodomethane
Methyl tert-bulyl ether
Methylene chloride
Naphthalene
o-Chlorotoluene
p-Chlorotoliiene
Pentachloroethane
Tetrachloroethene
Toluene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg^-
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
8260B/5030
8260B/5030
S260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/S030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
<5.0
< 1.0
<5.0
<5,0
<2.0
<2.0
<2.0
<2.0
<5,0
<2.0
<2.0
<2.0
<2,0
<3,0
<2.0
<2.0
<2.0
<2.0
<2,0
<2,0
<2,0
<2.0
<2.0
<2,0
<2,0
<2,0
<2.0
<5,0
<2.0
<2.0
<2.0
<2.0
Dept: MSVOA
SampType: MBLK
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
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9/24/2008
9/24/2008
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9/24/2008
Report Date: 9/25/2008 Page 51 of 62
B aooUeabla lo Ihe OWA, SDWA, and fiORA ere partomied In accoidance to NELAC prolocols. Pertinent samping Infonnatton Is localed on Ihe ahachsd COC. This report Is providad lor Iha exclusive use ol the addressea, Prtvlleaea of subsequenl use of ths nime o( ihit ""hpsny or any member ol Its ilsif, or reproduction ol
AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
Sah Lake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
Kyle F, Gross
Laboratory Director
Jose Rocha
QA Officer
OC SUMMARY REPORT
CLIENT: Wasatch Environmental
WorkOrder: L86413
Project: Quailty Linen SLC, UT /1076-006A
Dept: MSVOA
SampType: MBLK
MB VOC 092408 trans I,4-Dichloro-2-butene
MB VOC 092408 Trichloroethene
MB VOC 092408 Trichlorofluoromethane
MB VOC 092408 Vinyl chloride
MB VOC 092408 Xylenes, Total
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
8260B/5fl30
8260B/5030
8260B/5030
8260B/5030
8260B/5030
<2.0
<2.0
<2.0
<L0
<2.0
9/24/2008
9/24/2008
9/24/2O08
9/24/2008
9/24/2008
ReportDate: 9/25/2008 Page 52 of62
lllrielnlc( je port Is I
/MiiicffPlvEflWi^APiic/i^Bci^orfBP
463 West 3600 South
Salt Lake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-maii: [e-mail], web; www.awal-labs.com
GrJB
Laboratory Director
Jose Rocha
QA Officer
OC SUMMARY REPORT
CLIENT: Wasatch Environmental
WorkOrder: L86413
Project: Quailty Linen SLC, UT / 1076-006A
Dept: MSVOA
SampType: MS
SamplelD /Analyte Units Method Result
Amount Original
Spiked Amount %REC Limits %RPD RPD Limit Qualifiers
Analysis
Date
L86414-0IAMS 1,1,1-Trichloroethane pg/kg-dry 8260B/5035 23.05 22,31 0 103 20-144
L86414-01AMS 1,1-Dichloroethene pg/kg-dry 8260B/5035 20.94 22.31 0 93.8 24-174
L86414-01AMS 1,2-Dichlorobenzene pg/kg-dry 8260B/5035 11.37 22.31 0 51.0 10-148
L86414-01/^MS 1,2-Dichloroethane pg/kg-dry 8260B/5035 25.05 22.31 0 112 54-133
L86414-01/iLMS 1,2-Dichloropropane pg/kg-dry 8260B/5035 17,66 22.31 0 79.2 28-140
L86414-01AMS Benzene pg/kg-diy 8260B/5035 22.36 22.31 3.093 86.3 17-138
L86414-OIAMS Chlorobenzene pg/kg-dry 8260B/5035 16.36 22.31 0 73.3 13-150
L86414-01AMS Chloroform pg/kg-dry 8260B/5035 21.73 22.31 0 97.4 21-147
L86414-01AMS Ethylbenzene pg/kg-dry 8260B/5035 18.79 22.31 3.656 67.8 10-164
L86414-01AMS Methyltert-butylether Mg/kg-dry 8260B/5035 27.48 22.31 0 123 28-137
L86414-01AMS Methylenechloride pg/kg-dry 8260B/5035 25.48 22.31 0 114 10-217
L86414-;01AMS Naphthalene pg/kg-dry 8260B/5035 9.684 22.31 2.309 33.1 13-156
L86414-blAMS Toluene pg/kg-dry 8260B/5035 42.32 22.31 18.5 107 23-168
L86414-0IAMS Trichloroethene pg/kg-dry 8260B/5035 18.06 22.31 0 81.0 14-161
L86414-01AMS Xylenes, Total pg/kg-dry 8260B/5035 60,01 66,94 17,78 63.1 10-160
L86414-06AMS 1,1,1-Trichloroethane Mg/kg-dry 8260B/5035 23,94 22.59 0 106 20-144
L86414-06AMS 1.1-Dichloroethene pg/kg-dry 8260B/5035 20.33 22.59 0 90.0 24-174
L86414-06AMS 1,2-Dichlorobenzene pg/kg-dry 8260B/5035 13.00 22.59 0 57.6 10-148
L86414-06AMS 1,2-Dichloroethane pg/kg-dry 8260B/5035 25.74 22.59 0 114 54-133
L86414-06AMS 1,2-Dichloropropane pg/kg-dry 8260B/5035 17.94 22.59 0 79.4 28-140
L86414-06AMS\ Benzene pg/kg-dry 8260B/5035 19,04 22.59 0 84.3 17-138
L86414-06AMS Chlorobenzene pg/kg-dry 8260B/5035 1710 22.59 0 75,7 13-150
L86414-06AMS Chloroform pg/kg-dry 8260B/5035 21.65 22.59 0 95.8 21-147
L86414-06AMS Ethylbenzene pg/kg-dry 8260B/5035 1710 22.59 0 75.7 10-164
La6414-06AMS Methyltert-butylether pg/kg-dry 8260B/5035 24.78 22.59 0 110 28-137
L864I4-06AMS Methylenechloride pg/kg-dry 8260B/5035 20,41 22,59 0 90,4 10-217
L86414.06AMS Naphthalene pg/kg-dry 8260B/5035 6,664 22.59 0 29.5 13-156
L86414-06AMS Toluene pg/kg-dry 8260B/5035 18,01 22.59 2.327 69.4 23-168
L86414-06AMS Trichloroethene pg/kg-dry 8260B/5Q35 20.28 22.59 0 89.8 14-161
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
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9/19/2008
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9/19/2008
9/19/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
ReportDate: 9/25/2008 Page53 of62
«ll nalyaea appUcable lo the CWA, SDWA, end RCRA are partonned In accordance lo NELAO protocols. Pertinent samptna Inlonrallon ta located on (ha atlaohod COC. Thia report Is provided Iar tha enduslve use ol the addiassee. PdvUeges ol tutisequant me o< the name o( Ihls company or eny nwmbai o( lis alalf. or laoroducUon ol
AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
Salt Lake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-maii: [e-mail], web; www.awal-labs.com
KyleF. Gross
Laboratory Director
Jose Rocha
QA Officer
OC SUMMARY REPORT
CLIENT;
Work Order:
Project:
L86414-06AMS
L86413-04AMS
L86413-04AMS
L86413-04AMS
L86413-04AMS
L86413-04AMS
L86413-04AMS
L86413-04AMS
L86413-04AMS
L86413-04AMS
L86413-04AMS
L86413-04AMS
L86413-04AMS
L86413-04AMS
L86413-04AMS
L86413-04AMS
L86233-01BMS
L86233-01BMS
L86233-01BMS
L86233-01BMS
L86233-01BMS
L86233-01BMS
L86233-01BMS
L86233-01BMS^'
L86233-01BMS
L86233-01BMS
L86233-01BMS
L86233-01BMS
L86233-01BMS
L86233-01BMS
L86233-01BMS
L86446-02AMS
. Wasatch Environmental
L86413
Quailty Linen SLC, UT/ 1076-006A
Xylenes, Total
1,1,1-Trichloroethane
1,1-Dichloroethene
1.2-Dichlorobenzene
1.2-DichlorQethane
1,2-Dichloropropane
Benzene
Chlorobenzene
Chloroform
Ethylbenzene
Methyl lert-butyl ether
Methylene chloride
Naphthalene
Toluene
Trichloroethene
Xylenes, Total
1,1,1-Trichloroethane
1,1-Dichloroethene
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
Benzene
Chlorobenzene
Chloroform
Ethylbenzene
Methyl tert-butyl ether
Methylene chloride
Naphthalene
Toluene
Trichloroelhene
Xylenes, Total
1,1.1-TrichIoroethane
pg/kg-dry
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
pg/L
Mg/L
Mg/L
Mg/L
Mg/L
pg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg^-
Mg/L
Mg/L
Mg/L
Mg^-
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
• 8260B/5035
826OB/5O30
826OB/503O
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/503O
82603/5030
8260B/5030
8260B/5030
8260B/5030
8260B/S030
8260B/503O
8260B/5030
826OB/503O
52.67
17.51
1780
15.63
16,36
15.34
16,42
16.83
15.70
1722
14,39
13,24
15,80
1754
18.70
52.72
1196
1175
993.5
1077
1103
1150
1162
1106
1174
819.5
947,0
873.5
1174
1219
3533
536,2
67,77
20
20
20
20
20
20
20
20
20
20
20
20
20
20
60
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
IOOO
IOOO
1000
3000
400
5.603
0
0
0
0
0
0
0
0
0
0
- 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Dept
SampType;
69,5
87,6
89,0
78,2
81.8
76.7
82.1
84.2
78.5
86,1
72.0
66.2
79.0
877
93.5
87.9
120
118
99.4
108
110
115
116
111
117
82.0
94.7
87.4
117
122
118
134
: MSVOA
; MS
10-160
67-147
62-152
70-130
39-162
70-130
66-145
77-123
50-146
70-130
48-142
65-135
44-129
18-192
61-153
42-167
67-147
62-152
70-130
39-162
70-130
66-145
77-123.
50-146
70-130
48-142
65-135
44-129
18-192
61-153
42-167
67-147
9/24/2008
9/22/2008
9/22/2008
9/22/2008
9/22/2008
9/22/2008
9/22/2008
9/22/2008
9/22/2008
9/22/2008
9/22/2008
9/22/2008
9/22/2008
9/22/2008
9/22/2008
9/22/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/24/2008
ReportDate: 9/25/2008 Page54of62
IMRIclPwEMkN/iR'ICiWlABWlTOflR
463 West 3600 South
Salt Lake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
Laboratoiy Director
Jose Rocha
QA Officer
OC SUMMARY REPORT
CLIENT: Wasatch Environmental
WorkOrder: L86413
Project: Quailty Linen SLC, UT / 1076-006A
Dept: MSVOA
SampType: MS
L86446-02AMS l.l-Dichloroethene pg/L 8260B/5030 430.4 400 0 108 62-152
L86446-02AMS l.2-Dichloroben2ene pg/L 8260B/5030 426.0 400 . 0 106 70-130
L86446-02AMS 1,2-Dichloroethane pg/L 8260B/5030 562.8 400 0 141 39-162
L86446-02AMS 1,2-Dichloropropane pg/L 8260B/5030 400.6 400 0 100 70-130
L86446-02AMS Benzene pg/L 8260B/5030 416.0 400 0 104 66-145
L86446-02AMS Chlorobenzene pg/L 8260B/5030 434.6 400 0 109 77-123
L86446-02AMS Chloroform pg/L 8260B/5030 469.0 400 0 117 50-146
L86446-02AMS Ethylbenzene pg/L 8260B/5030 423.4 400 0 106 70-130
L86446-02AMS Methyltert-butylether pg/L 8260B/5030 520.4 400 0 130 48-142
L86446-02AMS Methylenechloride pg/L 8260B/5030 439.2 400 0 110 65-135
L86446-02/»LMS Naphthalene pg/L 8260B/5030 358,0 400 0 89.5 44-129
L86446-02AMS Toluene pg/L 8260B/5030 373.4 400 0, 93.4 18-192
L86446-02/\MS Trichloroethene pg/L 8260B/5030 486.2 400 13,5 118 61-153
L86446-02/iLMS Xylenes, Total pg/L 8260B/5030 1263 1200 0 105 42-167
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
' - Matrix spike recovery indicates matrix interference. The method is in control as indicated by the LCS.
L86414-01AMS: Internal standard areas were outside cfthe QC limits. Reanalysis and/or MS samples yielded similar results indicating matrix interference.
Report Date: 9/25/2008 Page 55 of 62
« kici kr. nrni/tfnU aaiUnnnl ••mnln/i Infnrmalinn la lnf-*ia(i nn thu nHHchMl HClC ThU tioort la nrouldad for IhA £»cIiiRlif« iis« al Iha Addravcan PriwlIanaK nf •ith<"niii M nl IKIB rnmnani< iv anw ivi*nnh<ir nl II* *laff r
AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
Salt Lake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
OC SUMMARY REPORT
CLIENT: Wasatch Environmental
WorkOrder: L86413
Project: ,; Quality Linen SLC, UT/1076-006A
Sample ID Analyte
L86414-01AMSD 1,1,1-Trichloroethane
L86414-01AMSD 1, l-Dichloroethene
L86414-01AMSD 1,2-Dichlorobenzene
L86414-01AMSD 1,2-Dichloroethane
.|.,Rfi4L4-0.1AMSD-l,2-DichloropropBne
L864I4-01AMSD Benzene
L86414-01AMSD Chlorobenzene
L86414-01 AMSD Chloroform
L86414-01AMSD Ethylbenzene
L86414-01AMSD Methyl tert-butyl elher
L86414-01AMSD Methylenechloride
L864I4-01AMSD Naphthalene
L86414-01AMSD Toluene
L86414-01 AMSD Trichloroethene
L8 6414-01 AMSD Xylenes, Total
L86414-06AMSD 1,1,1-Trichloroethane
L86414-06AMSD l.l-Dichloroethene
L86414-06AMSD 1.2-Dichlorobenzene .
L86414-06AMSD 1,2-Dichloroethane
L86414-06AMSD 1,2-Diehloropropane
L86414-06AMSD- Benzene
L864I4-06AMSD Chlorobenzene
L86414-06AMSD Chloroform
L86414-06AMSD Ethylbenzene
L86414-06AMSD Methyl tert-butyl elher
L86414-06AMSD Methylene chloride
L864I4-06AMSD Naphthalene
L864I4-06AMSD Toluene
L86414-05AMSD Trichloroethene
Unils Method
pg/kg-dry 8260B/5035
pg/kg-dry 8260B/5035
pg/kg-dry 8260B/5035
pg/kg-dry 8260B/5035
pg/kg-dry 8260B/5035
pg/kg-dry 8260B/5035
pg/kg-dry 8260B/5035
pg/kg-diy 8260B/5035
pg/kg-dry 8260B/5035
pg/kg-dry 8260B/5O35
pg/kg-dry 8260B/5035
pg/kg-dry 8260B/5O35
pg/kg-dry . 8260B/5035
pg/kg-dry 8260B/5035
pg/kg-dry 8260B/5035
pg/kg-dry 8260B/5035
pg/kg-dry 8260B/5035
pg/kg-dry 8260B/5035
pg/kg-dry 8260B/5035
pg/kg-dry 8260B/5035
pg/kg-dry 8260B/5035
pg/kg-dry 8260B/5035
pg/kg-dry 8260B/5035
pg/kg-dry 8260B/5035
pg/kg-dry 8260B/5035
Mg/kg-dry 8260B/5035
pg/kg-dry 8260B/5035
pg/kg-dry 8260B/5035
pg/kg-dry 8260B/503S
Result
22.78
20.37
11.24
25.62
1744
21,80
15.81
21.56
18.14
28.45
25,46
10.94
39.36
1793
54.77
24,82
20.80
14.82
26.38
19.07
19.80
18,69
22,43
18,56
25,67
21.29
8.980
19,13
20.93
Amount
Spiked
22.09
22,09
22.09
22,09
22.09
22.09
22.09
22.09
22.09
22.09
22.09
22.09
22.09
22,09
66.28
22.59
22.59
22.59
22.59
22,59
22.59
22.59
22.59
22.59
22.59
22.59
22.59
22.59
22.59
Original
Amount
0
0
0
0
0
3.093
0
0
3,656
0
0
2,309
18,5
0
17.78
0
0
0
0
0
0
0
0
0
0
0
0
2.327
0
Dept:
SampType:
%REC
103
92,2
50,9
116
79.0
84.7
71.6
976
65.6
129
115
39.0
94,4
81.2
55,8
110
92.1
65,6
117
84.4
876
82.8
99.3
82,2
114
94,2
39,8
74,4
92.6
MSVOA
MSD
Limits
20-144
24-174
10-148
54-133
28-140
17-138
13-150
21-147
10-164
28-137
10-217
13-156
23-168
14-161
10-160
20-144
24-174
10-148
54-133
28-140
17-138
13-150
21-147
10-164
28-137
10-217
13-156
23-168
14-161
%RPD
1.19
2.77
1.09
2.25
1.25
2,50
3.41
0,790
3.52
3.49
0.0798
12.1
7.25
0.748
9.14
3.61
2.25
13.1
2.43
6.11
3.90
8.90
3.54
8.17
3.54
4.23
29.6
6.08
3.18
RPD Lirait
35
35
35
35
35
35
35
35
35
35
35
.35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
/malysis
Qualifiers Date
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/19/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008 .
9/24/2008
9/24/2008
Report Dare: 9/25/2008 Page 56 of 62
^ ippflcl I CWA, I [pDns (nil Irapon lil 'll^CT^RjSBquftnfflWHnB namo oHm^ofr company or any member of Its ilaff. or fBotaduciloa ci
RI(l«PWWii\.N/liWICJ!PlABiiPlTOf
463 West 3600 South
Salt Lake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
LaboratoryDirector
Jose Rocha
QA Officer
OC SUMMARY REPORT
CLIENT: Wasatch Environmental
Work Order: L86413
Project: . Quailty Linen SLC, UT / 1076-006A
L86414-06AMSD Xylenes.Total
L86413-04AMSD 1,1,1-Trichloroethane
L86413-04AMSD 1,1-Dichloroethene
L86413-04AMSD 1,2-Dichlorobenzene
L86413-04AMSD 1.2-Dichloroethane
L86413-04AMSD 1,2-Dichloropropane
L86413-04AMSD Benzene
L86413-04AMSD Chlorobenzene
L86413-04AMSD Chloroform
L86413-04AMSD Ethylbenzene
L86413-04AMSD Methyl tert-butyl etiier
L86413-04AMSD Methylenechloride
L86413-04AMSD Naphthalene
L86413-04AMSD Toluene
L86413-04AMSD Trichloroethene
L86413-04AMSD Xylenes, Total
L86233-0 IBMSD 1,1,1-TrichlQroethatie
L86233-01BMSD 1,1-Dichloroelhene
L86233-0 IBMSD 1,2-Dichlorobenzene
L86233-0 IBMSD 1,2-Dichloroelhane
L86233-0 IBMSD 1.2-Dichloropropane
L86233-0IBMSD Benzene
L86233-01BMSP Chlorobenzene
L86233-01BMS6 Chloroform
L86233-0 IBMSD Ethylbenzene
L86233-0IBMSD Methyl tert-bulyl ether
L86233-0IBMSD Methylenechloride
L86233-0IBMSD Naphthalene
L86233-0IBMSD Toluene
L86233-0IBMSD Trichloroelhene
L86233-0IBMSD Xylenes.Total
L86446-02AMSD 1,1,1 -Trichloroethane
pg/kg-dry
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
pg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
pg/L
pg/L
Mg/L
8260B/5035
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
826OB/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
826OB/503O
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
5774
1755
18,03
15,92
16.28
15.63
16.43
1709
15.79
1774
15,85
13.36
15.46
1765
18.48
52,98
1262
1202
1150
1177
1205
1232
1258
1188
1262
885,5
1040
1014
1254
1262
3858
527,4
67.77
20
20
20
• 20
20
20
20
20
20
20
20
20
20
20
60
1000
IOOO
1000
IOOO
1000
1000
IOOO
1000
IOOO
1000
1000
1000
1000
1000
3000
400
5.603
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Dept;
SampType;
76,9
87.8
90.2
79.6
81.4
78.2
82.2
85.4
79.0
88.7
79.2
66,8
773
88,2
92,4
88,3
126
120
115
118
120
123
126
119
126
88,6
104
101
125
126
129
132
; MSVOA
; MSD
10-160
67-147
62-152
70-130
39-162
70-130
66-145
77-123
50-146
70-130
48-142
65-135
44-129
18-192
61-153
42-167
67-147
62-152
70-130
39-162
70-130
66-145
77-123
50-146
70-130
48-142
65-135
44-129
18-192
61-153
42-167
67-147
9.19
0.228
1.28
1.84
0.490
1.87
0,0609
1.53
0.572
2,97
9,66
0,902
2.18
0.625
1.18
0.492
5.33
2.23
14.6
8.87
8.84
6.93
7.85
7.15
7.18
7.74
9.36
14.8
6.55
3.47
8.78
1.65
35
25
25
25
25
25
25
25
25
25
25
25
25
25
25
•25
25
25
25
25
25
25
25
25
25
25
25
25 .
25
25
25
25
9/24/2008
9/22/2008
9/22/2008
9/22/2008
9/22/2008
9/22/2008
9/22/2008
9/22/2008
9/22/2008
9/22/2008
9/22/2008
9/22/2008
9/22/2008
9/22/2008
9/22/2008
9/22/2O08
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
' 9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/24/2008
Reporl Date; 9/25/2008 Page 57 of 62
\\\ anilvMt looUcablo to tha CWA. SDWA, and RCHA ua p«[formMl In ecsordance to NEI>C orctocola. PsrtJnant aimpllna Infofniidon It located on the ottaohfcd COC. This fODort Is oravinad for ih* cicduEh/a m* nr ma aHrirMaaa prfuiianan nt anhaanm
AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
Salt Lai<e City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-maii: [e-mail], web: www.awal-labs.com
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
OC SUMMARY REPORT
CLIENT: Wasatch Environmental
WorkOrder: L86413
Project: Quailty Linen SLC, UT / 1076-006A
Dept: MSVOA
SampType: MSD
L86446-02AMSD 1,1-Dichloroethene
L86446-02AMSD 1.2-Dichlorobenzene
L86446-02AMSD 1.2-Dichloroethane
L86446-02AMSD 1,2-Dichloropropane
L86446-02AMSD Benzene
L86446-02AMSD Chlorobenzene
L86446-02AMSD Chloroform
'- L86446:02AMSD Elhylbenzene
L86446-02AMSD Methyl tert-butyl elher
L86446-02AMSD Methylene chloride
L86446-02AMSD Naphlhalene
L86446-02AMSD Toluene
L86446-02AMSD Trichloroelhene
L86446-02AMSD Xylenes, Tolal
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
pg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
_8260B/5030_
8260B/5030
8260B/5030
8260B/5O30
8260B/5030
826QB/5030
8260B/5030
8260B/5030
417.4
423.0
544.8
391,2
415,4
433.4
_458;4
428.4
506.2
428.2
381.6
372.4
478.4
1256
400
400
400
400
400
400
—400
400
400
400
400
400
400
1200
0
0
0
0
0
0
0
0
0
0
0
0
13,5
0
104
106
136
97.8
104
108
115
107
127
107
95,4
93,1
116
105
62-152
70-130
39-162
70-130
66-145
77-123
• • •50-r46
70-130
48-142
65-135
44-129
18-192
61-153
42-167
3.07
0.707
3.25
2.37
0,144
0,276
2.29
1.17
2.77
2.54
6.38
0.268
1.62
0.556
25
25
25
25
25
25
25
25
25
25
25
25
25
25
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
' - Matrix spike recovery indicates matrix Interference, The method is in control as indicated by the LCS.
L86414-01 AMSD: Internal standard areas were outside ofthe QC limits. Reanalysis and/or MS samples yielded similar results indicating matrix interference.
L86414-01 AMSD: Surrogate recoveries outside the control limits. Repreparation and reanalysis and/or MS samples yielded similar results indicating matrix interference.
Report Date: 9/25/2008 Page 58 of 62
ill ansK'ofts ipollcablft la the CWA, abit 10 *o CWA. SD^^l and RCAA are pafforniid In accordanc* to NELAC piotocols. Pertinent iampllng InfomiBlion Ic localed on ine attached CoC. TnTi recort ii ofovlded lot Ihe evdtiilua use of the adrlreHoe priuu*n«t M «uiha«nii*iii n
jimmicmm^Emm^mmicjwim^Bmmo
463 West 3600 South
Salt Lake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
|F. Ggng I
Laboratory Director
Jose Rocha
QA Officer
QC SUMMARY REPORT
CLIENT: Wasatch Environmental
WorkOrder: L86413
Project: Quailty Linen SLC, UT /1076-006A
Dept: WC
SampType; LCS
Sample ID
LCS-R86698
Analyte
Tolal Organic Carbon
Unils
mg/L
Method
53 IOB
Result
11.00
Amount
Spiked
10
Original
Amount
0
%REC
110
Limits
90-110
%RPD
Analysis
RPD Limit Qualifiers Date
9/18/2008
ReportDate: 9/25/2008 Page 59 of62
Ul analytM appUcable lo fi' CWA, SOWA, and RORA ara paitormsd In accordance to NELAC prolocob. Peninenl lampHnQ InrormiUon la located on the attaehad COC This report Is provided for Iha urduttvs usa of the addressee, Pilvllegea ol auhsaquant uit oflhe name ol this conipany or any memtiar ol III slalf, or rapioducllon ol
AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
SaltLake City, Utah 84115
[phone], Toll Free [phone], Fax [phone] •
e-mail; [e-mail], web: www.awal-labs.com
Kyle F, Gross
Laboratory Director
Jose Rocha
QA Officer
OC SUMMARY REPORT
CLIENT: Wasatch Environmental
WorkOrder: L86413
Project: Quailty Linen SLC, UT / 1076-006A
Dept: WC
SampType: MBLK
Sample ID
MB-Rg6698
Analyte
Total Organic Carbon
Units
mg/L
Meihod
53 IOB
Result
<1.0
Amount
Spiked
Original
Amount °/aREC Limits
•
°/oRPD
Analysis
RPD Limit Qualifiers Dale
9/18/2008
Report Date: 9/25/2008 Page 60 of 62
ippllcfl \ to NEI iling lnr| pched CfH^paport 1: iproducUnTor
TO! .^H^mqufi^WEfigf^iziAmilficjmBABi
463 West 3600 South
Salt Lake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail; [e-mail], web: www.awal-labs.com
|F. G|B§ {
Laboratory Director
Jose Rocha
QA Officer
OC SUMMARY REPORT
CLIENT: WasatchEnvironmental
WorkOrder: L86413
Project: Quailty Linen SLC, UT / 1076-006A
Dept: WC
SampType: MS
Sample ID
L86413-03BMS
Analyte
Total Organic Carbon
Unils
mg/L
Method
5310B
Result
19,30
Amount
Spiked
6
Original
Amount
12.5
%REC
113
Limits
80-120
•/oRPD
Analysis
RPD Limit Qualifiers Date
9/18/2008
ReportDate: 9/25/2008 Page6lof62
II analyaaa eppllcable to the CWA, 80WA, and RCRA are perfonnsd In acconlance to NELAC protocols. Perllnent sampUng InfomieUon It localed on the attached COC, This repon Is provided for tht esduilve use of ma addressee, Pdvllsgas ol aobsaiiuenl usa ol Ihe name of this company or any memtier ofils staff, or repmductlon ol
AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
Salt Lake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: [e-mail], web; www.awal-labs.com
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
OC SUMMARY REPORT
CLIENT: Wasatch Environmental
WorkOrder: L86413
Project: Quailty Linen SLC, UT /1076-006A
Dept: WC
SampType: MSD
Sample ID Analyte
L86413-03BMSD Tolal Organic Carbon
Unils
mg/L
Method
53 IOB
Result
19.40
Amount
Spiked
6
Original
Amount
12.5
%REC
115
Limits
80-120
%RPD
0.517
Analysis
RPD Limit Qualifiers Date
20 9/18/2008
ReportDate: 9/25/2008 • Page 62 of62
lU anat^M appllcabia (o U10 CWA. aOWATand RCRA aw partomed In n aSoBWs lo NEL^flmoct 'oiocols. PsAitiont SBiTipSriB tnlu! M fmtmi !•••' iw/gm HiH
u&B of ihB BUdfeastia. Pitvlleaoi of fiubsoauar^itB ^t^MnR nam* QI in]a CUmDaflv at nnw in*inh*ronia aisH r., ,m. if<nu«..»ll.-
American West Analytical Labs
WORK ORDER Suinmary 22~Sep-08
WorkOrder L86413
Client ID: WAS580 QCLevel: QC2+
Project: QualityLmenSLC,UT/1076-006A Location: Contact: RebeccaStudenka
Comments: NP-; PA Rush; QCLevel: QC 2+; Methane sent to Evergreen, Soil TOC sent to Paragon; Total Porosity sent to IGES.
Sample ID
L86413-01A
L86413-01B
L86413-02A
L86413-03A
L86413-03B
L86413-04A
L86413-04B
L86413-04C
L86413-05A
L86413-06A
L86413-07A
L86413-08A
L86413-09A
L86413-10A
L86413-11A
L86413-12A
L86413-13A
L86413-14A
L86413-15A
L86413-15B
Client Sample ID
GP-17/5-7.5'
QP-I7/5-15'
GP-12/15-20'
GP-18/5-15'
GP-19/5-15'
QP-17/5-7.5'
GP-17/15-20'
GP-20/5-7.5'
aP-20/5-15'
GP-21 / 2.5-5'
GP-21/5-15'
Trip Blank
GP-20/15-20'
QP-21/15-20'
GP-17/15-17'
Collection Date
9/17/2008 10:05:00 AM
9/17/2008 10:00:00 AM
9/17/2008 9:40:00 AM
9/17/2008 10,00.00 AM
9/17/2008 12:00:00 PM
9/17/2008 1:00:00 PM
9/17/2008 1:15:00 PM
9/17/2008 1:45:00 PM
9/17/2008 2:10:00 PM
9/17/2008 2:40:00 PM
9/17/2008 2:50:00 PM
9/17/2008
9/17/2008 3:40:00 PM
9/17/2008 4.55:00 PM
9/17/2008 1:05:00 PM
DateReceived
9/17/2008
Date Due
9/26/2008
9/26/2008
9/26/2008
9/26/2008
9/26/2008
9/26/2008
9/26/2008
9/26/2008
9/26/2008
9/26/2008
9/26/2008
9/26/2008
9/26/2008
9/26/2008
9/26/2008
9/26/2008
9/26/2008
9/26/2008
9/26/2008
9/26/2008
9/26/2008
9/26/2008
9/26/2008
Matrix
Soil
Aqueous
Soil
Aqueous
Soil
Aqueous
Soil
Aqueous
Soil
Test Code
OUTSIDE LAB
OUTSIDE LAB
8260-W-VOX/MBTEXN
OUTSIDE LAB
TOC-W-SM5310B
8260-W-VOX/MBTEXN
TOC-W-SM5310B
OUTSIDE LAB
8260-W-VOX/MBTEXN
8260-S-5035CUSTOM
PMOIST
8260-W-VOXMBTEXN
8260-S-5035CUSTOM
PMOIST
8260-W-VOX/MBTEXN
8260-S-5035CUSTOM
PMOIST
8260-W-VOX/MBTEXN
8260-W-VOX/MBTEXN
8260-W-VOX/MBTEXN
8260-W-VOX/MBTEXN
OUTSIDE LAB
OUTSIDE LAB
Storage
paragon
ouiside lab
VOCFridge
evergreen
sept 17-too
VOCFridge
sept 17-loc
evergreen
VOCFridge
voc/pmoist
voc/pmoist
VOCFridge
voc/pmoist
voc/pmoist
VOCFridge
voc/pmoist
voc/pmoist
VOCFridge
VOCFridge
VOCFridge
VOCFridge
paragon
outside lab
1
1
3
3
3
6
3
3
3
4
4
3
6
6
3
4
4
3
3
3
3
1
1
02
Page ioii
WASATCH SmmONSSH^ITAL, MC
: B^lFONB^E^TAL SPSCMUSTS . WASATCH (BEOTB^SmtAU INC. I
SOLS AND P3UNDA710N SVSflVERS
2470 lAESr CAUFORNIA AV&iUE' SM.TLAKEOTY. UTAH SWIM • PHONE (801) STTZMOO'fW((801) S7Z-34&
W^3 Silh^ tBmar in ii i<i I, . " . , ,_. dJlMII • i—iflTai— .J.il 'i i I f —
Lab Set ID: iM\^-
Samples Were:
Q Shipped By:
l/Hand Delivered . .'
D Ambient
a'Chilled tfia i a ,
Temperature -J .'^ °C
Rec. Broken/Leaking DYes GTNO DN/A
Notes:
Properly Preserved cfYes DNo DN/A
Notes: .
Rec. Within Hold. tfVes DNo
Notes:
COC Tape Was:
Present on Outer Package
DYes 2^Q DN/A
Unbroken on Outer package
DYes DNo k^lk
Present on Sample
•DYes- efl^o DN/A
Unbroken on Sample
DYes DNo ^Ik •
Notes:
ContainW Type:
D AWAL\Supplied Plastic
D AWAL Supplied Clear Glass
D AWAL sVplied Amber Glass
D AWAL Supplied VOA/TOC/TOX Vials
D Amber DC\eai- D Headspace Q No Headspace
D Non AWAL ^upplied Container
No. Rec.
Notes: \c^
Discrepancies Between Labels and COC , D Yes Df^o
Notes:
1
A Bottle Type
Ammonia
COD
Cyanide
Metals
•N0,&N03
Nuti-ients .
O&G
Phenols .
. Sulfide
TKN
TOC
TPO.
TPH
Preservative
pH<2H2S04
pH<2H2S04
PH>12NaOH
pH<2:HN03 .
pH<2H2S04
pH<2H2S04
pH<2HCL
.pH.<2.H2S04-
.pH>9NaOH,ZiiAC
pH<2H2S04
jH<2H3P04
pH <2 H2SO4
pH<2HCL •
. All pHs 6t<:
\
\
,
•
\
\
\
\
\
\
\
\
\,
\,
\
• •
'
•
'
•
• '
'
^
Procedure: 1).
2)
3)
4)
5)
6)
7)
Pour a small amount of sample in the sample lid • \ r
Pour sample from Lid gently over wide range pH paper \St?^
Do Not dip the pH paper in the sample bottle or Hd
If sample Is not preserved properly list ils extension and receiving pH in the appropriate colump above.
Flag COC and notify client for further instruotioris -
.Place client conversation on COC
Samples may be adjusted at client request
ORGANIC ANALYSIS REPORT
Client WasatchEnvironmental
ProjectID: Quality Linen/1026-006A
LabSamplelD: L86446-04A
AMERICAN FieldSamplelD: TripBlaak
WEST CoUected: 9/18/2008
AnalysisRequested: 8260B/5030B
Contact: RebeccaStudenka
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
Toll Free [phone]
Fax [phone]
mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocfaa
QA Officer
Analytical Results
Analyzed: 9/23/2008 3:43 00 PM
Halogenated VOCs -i- MBTEXN by 8260B
Units= \ig/L
DilutionFactor= 1
Compound
1,1,1,2-Tetrachloroethane
1,1, l-Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1 -Dichloro-1 -propene
1,1 -Dichloroethane
1,1 -Dichloroethene
.. 1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichiorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-ChIoroethylvinylether
AUylchloride
Benzene
Benzylchloride
Bis(2-chloroisopropyI)ether
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomefliane
ReportingLimit
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
1.0
5.0
5.0
2.0
2.0
2.0
2.0
5.0
Analytical
Result
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<L0
<5.0
<5.0
<2.0
^ < 2.0
<2.0
<2.0
<5.0
ReportDate 9/26/2008 Page 6 of 17
All analvses applicable to ttie CWA, SDWA, and RCRA are pertbrmed In accordance to NELAC prolocols. Pertinent sampling information Is located on the attactied COC. "mis report ij
niovlded tor the exclusive use of the addressee. Privileges of subsequent use of the name of ttiis oompany or any member of its staff, or reproduction of ttiis report in connecton wrt
the advertisement Dromotion or sale of any product or process, or in connection with the re-pubUcation of this report for any purpose other than for the addressee will Be graiited ooi
on contact This coinpany accepts no responsibility except for the due perfonnanee of inspection and/or analysis in good faith and according to tha rules of the trade and of science.
AMERICAN
WEST
ANALYTICAL
LABORATORIES
I
ll
I I
il
I
I
I' [phone]
ToU'iFree [phone]
— I Fax [phone]
[e-mail]
LabSamplelD: L86446-04A
FieldSamplelD: TripBIank
Collected: 9/18/2008
Receive± 9/18/2008
AnalysisRequested: 8260B/5030B
Analytical Results
Analyzed: 9/23/2008 3:43 flO PM
Halogemated VOCs + MBTEXN by 8260B
Units= (ig/L
DilutionFactor= 1
Compound ReportingLimit
Analytical
Result
463 West 3600 South
•Salt Lake City, Utafa
I 84115
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Carbontetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
EthylbenzKie
lodomethane
Methyltert-butylether
Methylenechloride
Naphthalene
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
Toluene
transl ,2-Dichloroethene
trans 1,3-Dichloropropene
trans 1,4-Dichloro-2-butene
Xylenes,Total
Trichlorofluoromethane
Trichloroethene
Vinylchloride "
Surr: 1,2-Dichloroethane-d4
Sum4-Bromofluorobenzene
SumDibromofluoromethane
Surr:Toluene-d8
I
I
||
I
i
«
I
• I
I
i
All analvses aoolicable to the CWA, SDWA and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC "mis report Is
ortSled for Oie exclusive use of the addressee. Privileges of subsequent use of the name of this company or any member of its statf, or r^roduction of ttiia report m connedon wrth
2.0
2.0
2.0
2.0
3.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
1.0
81-143
85-115
80-124
88-120
<2.0
<2.0
< 2.0
<2.0
<3.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<1.0
95.6
101
.. 99.5
104
ReportDate 9/26/2008 Page 7 of 17
prc|Be
theBv
Qn0i<
led for the exclusive
Ivertisement, promotion or sale of any product or process, or in connection with the re-pubUcafion of this report for any punaose other than fbr the addressee will be gratited only
o responsibaity except for the due performance of inspection and/or analvsis in good faitti and accortina to the mles of the trade and of science.
AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
Salt Lake City, Utah 84115
[phone], Toll Free [phone]. Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Otficer
OC SUMMARY REPORT
CLIENT:
Work Order:
Project:
Wasatch Envirorunental
L86446
Quality Linen/1026-006A
Dept: MSVOA
SampType: LCS
Sample ID Analyle Units Method Result
Amount Original
Spliced Amount %REC Limits %RPD RPD Limit Qualifiers
Analysis
Date
LCS voc 092308 I, I,I-Trichloroethane (ig/L 8260B/503O 23.24 20 0 116 73-132
LCS VOC 092308 l.l-Dichloroethene (ig/L 8260B/5030 22,91 20 0 115 53-153
LCS voc 092308 1.2-Dichlorobenzene M&'L 8260B/5030 21,91 20 0 110 70-130
LCS VOC 092308 1.2-Dichloroelhane ng/L 8260B/5030 21.39 20 0 107 72-135
LCS VOC 092308 1,2-Dichloropropane pg/L 8260B/5O30 21,71 20 0 109 80-125
LCS VOC 092308 Benzene Ug/L 8260B/5030 22.64 20 0 113 69-126
LCS VOC 092308 Chlorobenzene |ig/L 8260B/5030 23.59 20 0 118 80-119
LCS VOC 092308 Chloroform ng/L 8260B/5030 21.33 20 0 107 70-127
LCS VOC 092308 Ethylbenzene ng/L 8260B/5030 23.72 20 0 119 70-130
LCS VOC 092308 Melhyl tert-bulyl ether ng/L 8260B/5030 20.85 20 0 104 70-137
LCS VOC 092308 Methylene chloride ]is/L 8260B/5030 18.60 20 0 93.0 67-138
LCS VOC 092308 Naphthalene pg/L 8260B/5030 19.90 20 0 99.5 50-132
LCS VOC 092308 Toluene ng/L 8260B/5030 23,09 20 0 115 81-128
LCS VOC 092308 Trichloroethene ng/L 8260B/5030 24.58 20 0 123 79-141
LCS VOC 092308 Xylenes. Total ng/L 8260B/5030 70.98 60 0 118 70-130
LCS VOC 092408 1,1,1-Trichloroethane ng/L 8260B/5030 25.06 20 0 125 73-132
LCS VOC 092408 1,1-Dichloroelhene ng/L 8260B/5030 21.25 20 0 106 53-153
LCS VOC 092408 1,2-Dichlorobenzene ng''L 8260B/5030 22.94 20 0 115 70-130
LCS VOC 092408 1,2-Dichloroethane ng/L 8260B/5030 26.06 20 0 130 72-135
LCS VOC 092408 1,2-Dichloropropane nS^L 8260B/5030 19,99 20 0 IOO 80-125
LCS VOC 092408 Benzene ng/L 8260B/5030 20,59 20 0 103 69-126
LCS VOC 092408 Chlorobenzene ng/L 8260B/5030 22,44 20 0 112 . 80-119
LCS VOC 092408 Chloroforra ng/L 8260B/5030 21.99 20 0 110 70-127
LCS VOC 092408 Elhylbenzene fxg/L 8260B/5030 22.25 20 0 111 70-130
LCS VOC 092408 Methyl tert-butyl ether ng/L 8260B/5030 25.40 20 0 127 70-137
LCS VOC 092408 Methylene chloride ng/L 8260B/5030 19.86 20 0 99.3. 67-138
LCS VOC 092408 Naphthalene pg/L 8260B/5030 20.25 20 0 101 50-132
LCS VOC 092408 Toluene \ig/L 8260B/5030 21.58 20 0 108 81-128
LCS VOC 092408 Trichloroelhene ng/L 8260B/5030 24.14 20 0 121 79-141
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008 '
9/24/2008
9/24/2008
9/24/2008
Report Date: 9/26/200S Page 8 of 17
JHRPli tpfaJmW CVIAlWWti RO(uPBW.ra«cl In mtmt 10 NeflB^oli. Pt,^^Wpllng In^^^ locile^^^Mx n? report ll am Ml' MM'' M Eubssquenrustt ol ino namo ai ttilg comoanv or anv membir of iii itaff nr »rMtvt«r
ITOI |||gIU{||||W]^Mli^^WFIC,|HM^B4
463 West 3600~South"
Salt Lake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: [e-mail], web: www.awai-labs.ciom
-Laboratory Director -
Jose Rocha
QA Officer
OC SUMMARY REPORT
CLIENT:
Work Order:
Project:
Wasatch Environmental
L86446
Quality Linen/1026-006A
Dept: MSVOA
SampType; LCS
LCS VOC 092408 Xylenes, Tolal neH 8260B/5030 66.88 60 in 70-130 9/24/2008
Report Date: 9/26/2008 Page 9 of 17
III iniVtia (ppllcabli lo tHe CtVA. SOWA, (nil RCRA in parfoimsi) In accoidinu lo NBUC prolocoll, Pirilnant iampllng InloimaUon l> localad on Iho attached COC. Thii raport Is providad lor Iha axdualvo uia or mo addranaa. Pdvllagai of tutiioqugjit ute olttia nama ollhll company or any mtrntul of lla ilaff. or raoraducllan ol
AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
SaltLakeCity, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: [e-mail], web: wvyw.awal-labs.com
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
OC SUMMARY REPORT
CLIENT:
Work Order:
Project:
Wasatch Environmental
L86446
Quality Linen/1026-006A
Dept: MSVOA
SampType: MBLK
Sample ID Analyle Unils Meihod
Amouni Original
Result Spiked Amount %REC Limits %RPD RPD Limit Qualifiers
Analysis
Date
MB VOC 092308 1,1.1.2-Tetrachloroethane pg/L 8260B/5030 <2.0
MB VOC 092308 1,1,1-Trichloroethane ng/L 8260B/5030 <2.0
MB VOC 092308 1.1.2,2-Tetrachloroethane ng/L 8260B/5030 <2.0
MB VOC 092308 l.l.2-Trichloro-l,2,2-trifluoroelha ng/L 8260B/5030 -<2.0
MB VOC 092308 1,1.2-Trichloroethane pg/L 826OB/5030 <2.0
MB VOC 092308 1,1-Dichloro-l-propene pg/L 8260B/5030 <2.0
MB VOC 092308 1,l-Dichloroethane pg/L 8260B/5030 <2.0
MB VOC 092308 1,1-Dichloroethene pg/L 8260B/5030 <2.0
MB,VOC 092308 1,2,3-Trichlorobenzene ng/L 8260B/5030 <2,0
MB VOC 092308 1.2,3-Trichloropropane pg/L 8260B/5030 <2.0
MB VOC 092308 1,2,4-Trichlorobenzene pg/L 8260B/5030 <2.0
MB VOC 092308 l,2-Dibromo-3-chloropropane pg/L 8260B/5030 <5.0
MB VOC 092308 1.2-Dibromoethane pg/L 8260B/5030 <2,0
MB VOC 092308 1,2-Dichlorobenzene pg/L 8260B/5030 <2.0
MB VOC 092308 1,2-Dichloroelhane pg/L 8260B/5030 <2.0
MB VOC 092308 1,2-Dichloropropane . pg/L 8260B/5030 < 2.0
MB VOC 092308 1,3-Dichlorobenzene pg/L 8260B/5030 <2.0
MB VOC 092308 1,3-Dichloropropane pg/L 8260B/5030 <2.0
MB VOC 092308 1,4-Dichlorobenzene pg/L 8260B/5030 < 2.0
MB VOC 092308 2,2-Dichloropropane pg/L 8260B/5030 <2.0
MBVOC0923G8 2-Chloroethylvinylelher pg/L 8260B/5030 <5.0
MB VOC 092308 Allyl chloride ng/L 8260B/5030 < 5.0
MB VOC 092308 Benzene ng/L 8260B/5030 < 1.0
MB VOC 092308 Benzylchloride pg/L 8260B/5030 <5.0
MB VOC 092308 Bis(2-chloroisopropyl)elher pg/L 8260B/5030 <5.0
MB VOC 092308 Bromobenzene ng/L 8260B/5030 < 2.0
MB VOC 092308 Bromochloromethane ng/L 8260B/5030 < 2.0
MB VOC 092308 Bromodichloromethane ng/L 8260B/5030 < 2.0
MB VOC 092308 Bromoform ng/L 8260B/5030 <2.0
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008.
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
Report Date: 9/26/3008 Page 10 of 17
IS eppltd uaa of tha addreasaa. PrivliaoBa o( R(itw«nimnrit«o ft' ih« n..n. ni IKU .,
MIRI#P wSPkNJPfricflPlABilllTdlSft
463 West 3600 South
Salt Lake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
Laboratory Director
Jose Rocha
QA Officer
OC SUMMARY REPORT
CLIENT:
Work Order:
Project:
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB, VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092308
MB VOC 092408
MB VOC 092408
MB VOC 092408
Wasatch Environmental
L86446
Quality Linen/1026-006A
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform'
Chloromethane
Chloroprene
cis 1,2-Dichloroelhene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
Ethylbenzene
lodomethane
Methyl tert-butyl ether
Methylene chloride
Naphlhalene
o-Chlorololuene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
Toluene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans l,4-DichIoro-2-butene
Trichloroethene
Trichlorofluoromethane
Vinyl chloride
Xylenes. Total
1,1,1,2-Tetrachloroelhane
1,1.1-Tricliloroelhane
1.1,2,2-Tetracliloroethane
Mg/L
fg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg«^
Mg/L
Mg/L
Mg«^
Mg/L
Mg/L
Mg/L
Mg«^
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
MS/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
826OB/503O
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
<5.0
<2.0
<2.0
<2,0
<2,0
<3.0
<2.0
<2,0
<2,0
<2.0
<2.0
<2.0
<2,0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2,0
<2,0
<2.0
<2.0
<1.0
<2.0
<2.0
<2.0
<2.0
Dept: MSVOA
SampType: MBLK
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/24/2008
9/24/2008
9/24/2008
Report Date: 9/26/2008 Page 11 of 17
,„*iua*a anrOlnDKU In thn CAAtM SnU/A and RRRA ata oarfonmad In accnrdantie to NEULG Droldcolt. P«rflnanl aimnlfna Informalian !< incilad on th« mnachmii nOC ThIt mm^rtl* nrAulHaiifnrth* ovrUidno uaa n( ih> oHrlraMa. DHUIII
AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
Sah Lake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
OC SUMMARY REPORT
CLIENT:
Work Order:
Project:
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
Wasatch Environmental
L86446
Quality Linen / 1026-006A
l,1.2-Trichloro-l,2,2-trifluoroetha pg/L
1,1,2-Trichloroethane ng/L
1,1-Dichloro-l-propene pg/L
1,1-Dichloroethane pg/L
l.l-Dichloroethene pg/L
1.2,3-Trichlorobenzene pg/L
l,2,37Trichloropropane pg/L
1.2,4-Trichlorobenzene pg/L
1.2-Dibromo-3-ehloropropane pg/L
1,2-Dibromoelhane pg/L
1,2-Dichlorobenzene pg/L
1,2-Dichloroethane ng/L
1,2-bichloropropane Mg/L
1,3-Dichlorobenzene pg/L
1,3-Dichloropropane fxglL
1,4-Dichlorobenzene pg/L
2,2-Dichloropropane pg/L
2-Chloroethylvinylelher pg/L
Allyl chloride pg/L
Benzene pg/L
Benzyl chloride pg/L
B>s(2-chloroisopropyl)elher pg/L
Bromobenzene ng/L
Bromochloromethane pg/L
Bromodichloromethane ng/L
Bromoform pg/L
Bromomethane pg/L
Carbon tetrachloride pg/L
Chlorobenzene pg/L
CWoroethane pg/L
Chloroform pg/L
Chloromelhane pg/L
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5,0
<5.0
<1.0
<5.0
<5.0
<2.0
<2.0
<2.0
<2.0
<5,0
<2.0
<2.0
<2.0
<2.0
<3.0
Ka appIlcSI dV^^fl^ffirmfld In ^^Wiffl* to NEl5^^!^molj. PeraMnTOmpKnQ InturmaHoiff* I \i localtdonflKiBltached C^
Dept:
SampType:
iii' m
MSVOA
MBLK
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
. 9/24/2008
9/24/2008
9/24/2008
Report Dais: 9/26/2008 Page 12 of 17
•,. .lat 'iM «•'' iM «ii wm
>li laoart la uavldftd fat th* wciutlv* »tn> nJ th* •fWr*..-- oHuHan.- r.i ...K.^
*ERJillll MiBi Ai'^flM'Tl<^fLA§f^T9f^S
463 West 3600 South
Sak Lake City. Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
^'^e F.
Laboratory Director
Jose Rocha
QA Officer
OC SUMMARY REPORT
CLIENT:
Work Order:
Project:
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VQC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 09i24D8
MB VOC 092408
MB VOC 092408
MB VOC 092408
MB VOC 092408
Wasatch Environmental
L86446
Quality Linen/ 1026-006A
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomelhane
Dichlorodifluoromethane
Ethylbenzene
lodomelhane
Melhyl tert-butyl ether
Methylene chloride
Naphlhalene
o-Chlorololuehe
p-Chlorololuene
Penlachloroethane
Tetrachloroethene
Toluene
trans 1,2-Dichloroethene
trans 1,3-pichloropropene
trans l,4-Dichloro-2-butene
Trichloroethene
Tr i chlorofl uoromethane
Vinyl chloride
Xylenes, Total
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg«-
Mg/L
Mg/L
Mg/L
Mgft-
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5O3O
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
<2,0
<2.0
<2.0
<2.0
<2,0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<1.0
<2.0
Dept: MSVOA
SampType: MBLK
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
Rfiport Date: 9/26/2008 Page 13 of 17
All analyf ea appllcBbIa to Iha CWA, SOWA. and RCRA ara parforniad In accordanoa to NEUC protocota. Paillnant aampjjns Infonnation li located on tha attached COC. This report Is orovldad for tha aidustve uxa or tha addreBsaa. PriuiiknAit ni «<th«an..ani
AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
Salt Lake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
OC SUMMARY REPORT
CLIENT:
Work Order:
Project:
Wasatch Environmental
L86446
Quality Linen/1026-006A
Dept: MSVOA
SampType: MS
Sample ID Analyle Unils Meihod Resull
Amouni Original
Spiked /kmount •/oREC Limils °/oRPD RPD Limit Qnalifiers
/lalysis
Dale
L86233-01BMS 1,1,1-Trichloroethane pg/L 8260B/5030 1196 1000 0 120 67-147
L86233-01BMS l.l-Dichloroethene ng/L 8260B/5030 1175 1000 0 118 62-152
L86233-01BMS 1.2-Dichlorobenzene pg/L 8260B/5030 993.5 1000 0 99.4 70-130
L86233-01BMS 1,2-Dichloroelhane pg/L 826OB/5030 1077 1000 0 108 39-162
L86233-01BMS 1,2-Dichloropropane pg/L 8260B/5030 1103 1000 0 110 70-130
L86233-01BMS Benzene pg/L 8260B/5030 1150 1000 0 115 66-145
L86233-01BMS Chlorobenzene pg/L 8260B/5030 1162 1000 0 116 77-123
L86233-0IBMS Chloroform pg/L 8260B/5030 1106 1000 0 111 50-146
L86233-01BMS Elhylbenzene pg/L 8260B/5030 1174 1000 0 117 70-130
L86233-01BMS Methyltert-butylether pg/L 826DB/5030 819.5 1000 0 82.0 48-142
L86233-01BMS Methylenechloride pg/L 8260B/5030 947.0 1000 0 94,7 65-135
L86233-01BMS Naphthalene ng/L 8260B/5030 873,5 1000 0 87.4 44-129
L86233'-01BMS Toluene pg/L 8260B/5030 1174 1000 0 117 18-192
LS6233-01BMS Trichloroelhene pg/L 8260B/5O3O 1219 1000 0 122 61-153
L86233-01BMS Xylenes, Tolal ng/L 8260B/5030 3533 3000 0 118 42-167
L86446-02AMS 1,1,1-Trichloroethane ng/L 8260B/5030 536.2 400 0 134 67-147
L86446-02AMS l.l-Dichloroethene ng/L 8260B/5030 • 430.4 400 0 108 62-152
L86446-02AMS 1,2-Dichlorobenzene \igfL 8260B/5O3O 426.0 400 0 106 70-130
L86446-02AMS 1.2-Dichloroethane ng/L 8260B/5030 562.8 400 0 141 39-162
L86446-02AMS 1,2-Dichloropropane pg/L 8260B/5030 400.6 400 0 100 70-130
L86446-02AMS,N Benzene pg/L 8260B/5030 416.0 400 0 104 66-145
L86446-02AMS Chlorobenzene pg/L 8260B/5030 434.6 400 0 109 77-123
L86446-02AMS Chloroform pg/L 8260B/5030 469,0 400 0 117 50-146
L86446-02AMS Ethylbenzene pg/L 8260B/5030 423.4 400 0 106 70-130
L86446-02AMS Methyltert-butylether pg/L 8260B/5030 520,4 400 0 130 48-142
L86446-02AMS Methylenechloride pg/L 8260B/5030 439.2 400 0 110 65-135
L86446-02AMS Naphthalene pg/L 8260B/5030 358,0 400 0 89,5 44-129
L86446-02AMS Toluene ng/L 8260B/5030 373.4 400 0 93.4 18-192
L86446-02AMS Trichloroethene pg/L 8260B/5030 486.2 400 13.5 118 61-153
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2O08
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2O08
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008'
9/24/2008
9/24/2008
Repoil Date: 9/26/2008 Pagel4ofl7
^11 analyaea applicable to Iha CWA, A. fiffl^^nd ROf^J^^^So'nnad In^^^fflca to N6l5!^^Kcoli, pJWIiWTOnplIng lilWHum la locateWfl^^tlached^^^flflS ^ ropon 19 R for the' M wm wm 'M/m
BKmit'^Eimi^^mMicjmtiABmw^o
463 West 3600 South
Salt Lake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
Laboratory Director
Jose Rocha
QA Officer
OC SUMMARY REPORT
CLIENT:
Work Order:
Project:
Wasatch Environmental
L86446
Quality Linen/1026-006 A
Dept: MSVOA
SampType: MS
L86446-02AMS Xylenes, Total Mg/L 8260B/5030 1263 1200 105 42-167 9/24/2008
Report Date: 9/26/2008 Page 15 of 17
All enilyeei fippJIcabIa to Ute OWA. 60WA, end RCRA are parforniad In accordanco to NELAC protocols, PoiUngnl sampflng Infoimation li located on Ihe attactied COC, This raport Is pfovlded forthe exclusive uae ofthe addtesaee. Prtvllegee ol subsequent use of the name of this comoanv or anv memtier of UKBiBif. oti.nM..i.iMir.f. AI
AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
SaltLakeCity, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
OC SUMMARY REPORT
E flppllc^
CLIENT:
Work Order;
Project:
Sample ID
L86233-01BMSD
L86233-0 IBMSD
L86233-0 IBMSD
L86233-OIBMSD
L86233-01BMSD
L86233-0 IBMSD
L86233-0 IBMSD
L86233-0 IBMSD
Wasatch Environmentai
L86446
Quality Linen/1026-006A
Analyte
1,1,l-Trichloroethane
1,1-Dichloroelhene
1,2-Dichlorobenzene
1,2-Dichloroelhane
1,2-Dichloropropane
Benzene
Chlorobenzene
Chloroform
L86233-01BMSD Elhylbenzene
L86233-01BMSD
L86233-0 IBMSD
L86233-01BMSD
L86233-0 IBMSD
L86233-0 IBMSD
L86233-0 IBMSD
L86446-02AMSD
L86446-02AMSD
L86446-02AMSD
L86446-02AMSD
L86446-02AMSD
L86446-02AMSD
L86446-b2AMSD
L86446-02AMSD
Melhyl tert-butyl ether
Methylene chloride
Naphthalene
Toluene
Trichloroelhene
Xylenes, Total
1,1,1-Trichloroelhane
1,1-Diciiloroethene
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
Benzene
Chlorobenzene
Chloroform
L86446-02AMSD Ethylbenzene
L86446-02AMSD Methyl tert-butyl ether
L86446-02AMSD Methylene chloride
L86446-02AMSD
L86446-02AMSD
L86446-02AMSD
Naphthalene
Toluene
Trichloroethene
•^AcAAiA, 4HM' R°RA HHa"'"'" 'tWW'° ^^'^Viv''
Unils
Mg/L
Mg/L
Mg/L
ng/L
Mg/L
Mg/L
Mg/L
Mg/L
pg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
'-•«•
Method
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5G30
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
lllnH.li.iMlf locale^
Result
1262
1202
1150
1177
1205
1232
1258
1188
1262
885,5
1040
1014
1254
1262
3858
527,4
417,4
423.0
544.8
391.2
415,4
433,4
458.4
428.4
506.2
428.2
381,6
372.4
478,4
BP||chedr,4
Amount
Spiked
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
3000
400
400
400
400
400
400
400
400
400
400
400
400
400
400
BHIiiporl ll
Original
Amount
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13.5
Dept:
SampType;
%REC
126
120
115
118
120
123
126
119
126
88.6
104
101
125
126
129
132
104
106
136
97,8
104
108
115
107
127
107
95.4
93.1
116
; MSVOA
; MSD
Limils
67-147
62-152
70-130
39-162 .
70-130
66-145
77-123
50-146
70-130
48-142
65-135
44-129
18-192
61-153
42-167
67-147
62-152
70-130
39-162
70-130
66-145
77-123
50-146
70-130
48-142
65-135
44-129
18-192
61-153
1 iWWRr the okl^^^m of tha H^^W. Prtvlifljl^^ffl
/lalysis
%RPD RPD Limit Qualifiers Dale
5.33
2.23
14.6
8,87
8,84
6.93
7.85
7,15
7.18
7.74
9.36
14,8
6.55
3.47
8.78
1,65
3.07
0,707
3,25
2,37
0.144
0,276
2,29
1.17
2.77
2.54
6.38
0.268
1.62
25
25
25
25
25
25
25 " '
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25 '
25
Report Date: 9/26/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/23/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
9/24/2008
Page 16 of 17
sequent use oi tne name onRacorapanv or am member of Ils itofl. oi root
'/\Z^^^WS\ 1 L^^H^KJ
463 West 3600 South
SakLake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail; [e-mail], web: www.awal-labs.com
F.
Laboratory Director
Jose Rocha
QA Officer
OC SUMMARY REPORT
CLIENT:
Work Order:
Project:
Wasatch Environmental
L86446
Quality Linen/1026-006A
Dept: MSVOA
SampType: MSD
L86446-02AMSD Xylenes, Total )iSll 8260B/5030 1256 1200 105 42-167 0.556 25 9/24/2008
' - Matrix spike recovery indicates matrix interference. The method is itt control as indicated by the LCS.
Report Date: 9/26/2008 Page 17 of 17
II analysai applicable lo Iha CWA, SDWA, and RCRA are performed In sccanlence tp NELAC protocols, Parflntnl aampling Information Is located on Ihe attached COC, This report Is provided for Ihe exduilva use of tne addraiiee. PrlvUegaa ol lubsaquanl use ol tha nama of Ihls comoanv or anv membar of »< UM nr ntnnv<,irii,.n „i
American West Analytical Labs
WORIC ORDER Summary
Client ID: WAS580 QCLevel: QC2+
Proj ect: Quality Linen /1026-006A Loca tion:
Comments: NP-; PA Rush; QCLevel: QC 2+. Soil TOC sent to Paragon, jfe
22-Sep-08
WorkOrder L86446
Contact: Rebecca Studenlca
Sample ID
L86446-01A
L86446-02A
L86446-03A
L86446-04A
Client Sample ID
GP-12 @ 15-17.5'
GP-12 @ 45-50'
QP-22@5-15'
Trip Blank
Collection Date
9/18/2008 9:00:00 AM
9/18/2008 11:05:00 AM
9/18/2008 12:05:00 PM
9/18/2008
Date Received
9/18/2008
Date Due
9/29/2008
9/29/2008
9/29/2008
9/29/2008
9/29/2008
Matrix
Soil
Aqueous
Test Code
SHIPPR
SUB-TOC
8260-W-VOX/MBTEXN
8260-W-VOX/MBTEXN
8260-W-VOX/MBTEXN
Storage
Paragon
Paragon
PurgeFridge
PurgeFridge
PurgeFridge
1
1
3
3
3
'age. Jofi
^
ASAT:^ swnsoimsfTAL, MC.
:S-MRONMBrrALSPsaMJsrs .
WASATCH QSOTsCHMCAL, INC
SQDLS AND FOVNDAnON S/GflV!E??S,
2410 WEST CUfJFQRftdM <4VB«LE - a4i.rL4^ OTY, U75?W S*«!tJ4 • fflOse ^^; STS^MOO • FAX (SOI) Sr2-9&9
• VK^ Sn:& wiBH«rM=»!=ri.Jiu^-.-i :: >-' —— - s-'i'ian . <—«>«— ' ' = •-' .rk
Lab Set ID: 5? (o44i^ t>«>
Samples Were:
D Shipped By:
&lJand Delivered .
• Ambient
Othilled
Temperature (^.4 "C
Rec. Broken/Leaking D Yes ffSfo DN/A'
Notes:
Properly Preserved li/^es- DNo DN/A
Notes:
/
Rec. Within Hold. B^es DNo
Notes:
COC Tape Was:
Present on Ottjei* Package
DYes l§'No DN/A.
Unbroken on Outer package
DYes DNo miA .
Present onSample
•DYes iJNo DN/A
Unbroken on.Sample
DYes DNo ^/A
Notes: .'
Container Type:
D AWAL Supplied Plastic
D AWAL Supplied Clear Glass ^
D AWAL Supplied Amber Glass ^/^
D AWAL Supplied VOA/TOC/TOXyiifIs
D Amber D Clear D Headspac^^'fjo Headspace
D Non AWAL Supplied Qorifainer
y No. Rec./^
^
/-
Notes: ' ^^
Discrepancies Between Labels and COC D Yes ig^lo
Notes:
Bottle Type
Ammonia
COD
Cyanide
Metals • :
NO2&NO3'
Nuti-ients . '
O&G
Phenols
Sulfide
TKN
TOC
TPO4
TPH
_,.---^
-I=^cedure; 1
Preservative
pH<2H2S04
pH <2 H2SO4
PH>12NaOH
pH<2:HN03
pH<2H2S04
pH<2H2S04 .
pH<2HCL
pH<2H2S04 ,
^>9NaOH.ZuAC
nH<2H2S04
pH <2 H3PO4
pH <2 H2SO4
^pH <2 HCL ^^
^...^
^,>^
^ •
Pour a small annou
. AllpHsOK
•
•
^^
It of sample in the
^
•
sample 1
^
^^.
,
d
•' v^^^^
,^
^.^
>-^
^ •
^^"^
•
.
^.-^
,
... , ,
•'' •
.
'
••. '
••
2) Pour sample from Lid gently over wide range pH paper
3) Do Not dip the pH paper in the sample bottle or lid ,
4) If sample is not preserved properly list its extension and receiving pH in the appropriaie column above.
5) Flag COC and notify client for further InstruGlloiis
6) Place client conversation on COC
7) Samples may be adjusted at client request
ORGANIC ANALYSIS REPORT
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 SouUi
Salt Lake City, Utah
84115
[phone]
Toll Free [phone]
Fax [phone]
mB: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocba
QA Officer
Client: Wasatch Environmental
Project ID: Quality Linen - 1076-006A
Lab Sample ID: L87799-02A
Field Sample ID: Trip Blank
Collected: 12/1/2008
Received: 12/1/2008
Analysis Requested: 8260B/5030B
Analytical Results
Contact: Rebecca Studenka
Analyzed: 12/6/2008 11:04:00 PM
Haloeenated VOCs bv GC/MS 8260B
Units = jtg/L
Dilution Factor = 1
Compound
1,1,1,2-Tetrachloroethane
1,1,1 -Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1 -Dichloro-1 -propene
1,1 -Dichloroethane
1,1 -Dichloroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3 -D ichlo tro benzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinylether
Allyl chloride
Benzyl chloride
B is(2 -chloro isopropyl)ether
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
Reporting Limit
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
5.0
5.0
2.0
2.0
2.0
2.0
5.0
Analytical
Result
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<5.0
<5.0
<2.0
<2.0
<2.0
<2.0
<5.0
ReportDate: 12/9/2008 Page4 ofi
talyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling infomiation is located on the attached COC. This repoa is
ied for the exclusive use of the addressee. Privileaes of .siihsennpnt mo nf ttie namo nf thtc nnmn^n., nr r.r..,
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lalce City, Utah
84115
[phone]
Toll Free [phone]
Fax [phone]
3-mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Lab Sample ID: L87799-02A
Field Sample ID: Trip Blank
Collected: 12/1/2008
Received: 12/1/2008
Analysis Requested: 8260B/5030B
Analytical Results
Analyzed: 12/6/2008 11:04:00 PM
Halogenated VOCs by GC/MS 8260B
Units = fig/L
Dilution Factor = 1
Compound
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
lodomethane
Methylene chloride
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans 1,4-Dichloro-2-butene
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
Surr: 1,2-Dichloroethane-d4
Surr: 4-Bromofluorobenzene
Surr: Dibromofluoromethane
Surr: Toluene-d8
Reporting Limit
2.0
2.0
2.0
2.0
3.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
1.0
81-143
85-115
80-124
88-120
Analytical
Result
<2.0
<2.0
<2.0
<2.0
<3.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2,0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<1.0
103
101
99.4
96.2
ReportDate: 12/9/2008 Page 5 of 5
Al! analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NEUC protocols. Pertinent sampling Infonnation is located on the attached COC This report
provided for the exclusive use of the addressee. PriwiipapB nf RiihR<»nii»ni ireo nt tuc ^omc ^f thio -„.—-,,......... ,»,_. _. :< >-j -i.,_i; < lu.-. ,: ,.- ..,
American West Analytical Labs
WORK ORDER Summary
Client ID:
Project:
Comments:
WAS580
Quality Linen-1076-006A
PA Rush; QCLevel: 1
QCLevel: 1
Location:
Ol-Dec-08
WorkOrder L87799
Ih^J^
Contact: Rebecca Studenlca
\\(A\j^--^fi '(-% y"' 1'^ <h I' i
Sample ID
L87799-01A
L87799-02A
Client Sample ID
GP-14 @ 15-20'
Trip Blank
Collection Date
12/1/2008 2:20:00 PM
12/1/2008
Date Received
12/1/2008
Date Due
12/10/2008
12/10/2008
Matrix
Aqueous
Test Code
8260-W-VOX
8260-W-VOX
Storage
VOCFridge
VOCFridge
3
1
<^
LABORATORY USE OWLV
SAMPLES
1 Shipped
Notex
2/«mt)ient
NOSBX
3TempefBliB8 {.A
41
{•mpropeilySBali
V
Motor
lalefi
spaipartyPrasenwd
^iwta:
e fteafvedWMitti
Ting Times
Page 1of1
WASATCH BMRCNMEN7AU H^'C
:B^\/!RONlliBrrALSFBaAUSTS .
WASATCH QSOTsOmCAL mC.
SOILS AND FOUNDATICN SSGlN^riS
PBOJECT MUme=l: j(f).^ ,.(3^.(.. 4
I
SITE LOCATIORi:
-1^^9 fiic^i>jL_
<rf
2470 WEST CAUFORMA AVmUE' SALTLAKE OTf. UTAH 34104 » PHONE (801) ff73-««0 • Wf (SIW) STS-aiSS
ORGANIC ANALYSIS REPORT
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
Toll Free [phone]
Fax [phone]
[e-mail] '§
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
I
I
1
Client; Wasatch Environmental
Project ID: Quality Linen / 1076-006A
LabSamplelD: L87842-09A
Field Sample ID: Trip, Blank
Collected: 12/2/2008
Received: 12/2/2008
Analysis Requested: 8260B/5030B
Analytical Results
Contact: Rebecca Studenka
Analyzed: 12/8/2008 11:34:00 A
Haloffenated VOCs bv GC/MS 8260B
Units = p-g/L
Dilution Factor =
Compound
1,1,1,2-TetrachIoroethane
1,1,1 -Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-l ,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1-Dichloro-l-propene
1,1-Dichloroethane
1,1 -Dichloroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinylether
AUyl chloride
Benzyl chloride
Bis(2-chloroisopropyl)ether
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
Reporting Limit
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
5.0
5.0
2.0
2.0
2.0 •
2.0
5.0
Analytical
Result
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<5.0
<5.0
<2.0
• <2.0
<2.0
<2.0
<5.0
ReportDate; 12/10/2008 Page 21 of 30
lalyses applicable to theCWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. This report is
_ Jed for the exclusive use of the addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
Fax [phone]
-mail: [e-mail]
fCyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Lab Sample ID: L87842-09A
Field Sample ID: Trip Blank
CoUected: 12/2/2008
Received: 12/2/2008
Analysis Requested: 8260B/5030B
Analytical Results
Units = \igZL
Dilution Factor = 1
Compound
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
lodomethane
Methylene chloride
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachlo roethene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans l,4-Dichloro-2-butene
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
Surr: 1,2-Dichloroethane-d4
Surr: 4-Bromofluorobenzene
Surr: Dibromofluoromethane
Surr: Toluene-d8
1
•
Analyzed: 12/8/2008 11:34:00 A •
• •
Halogenated VOCs bv GC/MS •8260B*
Reporting Limit
2.0
2.0
2.0
2.0
3.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
1.0
81-143
85-115
80-124
88-120
/
Analytical
Result ^
<2.0 •
<2.0
<2.0 1
<2.0
<3.0 •
<2.0 M
<2.0
<2.0 B
<2.0
<2.0 m
<2.0 B
<2.0
<2.0 B
<2.0 *
<2.0 ^
<5.0 H
<2.0
<2.0 •
<2.0 "
<2.0 ^
<2.0 1
<2.0
<1.0 Wt
108 "
101 ^
101 •
100
ReportDate: 12/10/2008 Page 22 of 30
All analyses applicable to the CV\IK SDWA, and RCRA are perfomied in accordanca to NELAC protocols. Pertinent sampling infonnation is located on the attached COG. This repoi
provided for the exclusive use of the addressee. Privileges of subsequent uSe of the name of this company or any member of its staff, or reproduction of this report in connection UI^P^4
463 West 3600 South
Salt Lake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: [e-mail], web; www.awal-labs.com
Taboratory uirector
Jose Rocha
QA Officer
QC SUMMARY REPORT
CLIENT:
"Work Order:
Project:
Wasatch Environmental
L87842
Quality Lben/1076-006A
Dept: MSVOA
SampType: LCS
Sample ID Analyte Unils Method Result
/Amount Original
Spiked Amouiu %R£C Limits %RPD RPD Limit Qualifiers
Analysis
Date
LCS VOC 120808 1,1,1-Trichloroethane
LCS VOC 120808 l.l-Dichloroethene
LCS VOC 120808 1,2-Dichlorobenzene
LCS VOC 120808 1,2-Dichloroetliane
LCS VOC 120808 1,2-Dichloropropane
LCS VOC 120808 Chlorobenzene
LCS VOC 120808 Chloroform
LCS VOC 120808 Methylenechloride
LCS VOC 120808 Trichloroethene
LCS VOC 120908 1,1,1-Trichloroethane
LCS VOC 120908 1,1-Dichloroethene
LCS VOC ,120908 1,2-Dichlorobenzene
LCS VOC 120908 1,2-Dichloroethane
LCS VOC 120908 1,2-Dichloropropane
LCS VOC 120908 Chlorobenzene
LCS VOC 120908 Chloroform
LCS VOC 120908 Methylenechloride
LCS VOC 120908 Trichloroethene
|ig/L
lig/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L '
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
17.83
16.64
17.46
17.67
17.48
17.26
17.32
16.46
17.37
20.06
20.61
18.49
19.25
19.51
19.81
19.63
19.66
21.75
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
• 20
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
89.2
83.2
87,3
88.4
87,4
86.3
86.6
82.3
86.8
100
103
92.5
96.2
97.6
99.0
98.2
98.3
109
73-132
53-153
70-130
60-137
80-125
74-124
67-132
67-138
54-152
73-132
53-153
70-130
60-137
80-125
74-124
. 67-132
67-138
54-152
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/9/2008
12/9/2008
• 12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
ReportDate: 12/10/2008 Page23of30
II analyses appllcaljlt to the CWA, SDWA, and RCRA affl parfoimBd In eccofdance to NELj^C protocols, Periinoiit sampling infonnation Is located on ttie attactied COC. Tnis leport Is provided forthe exclusive usa ofthe addressee. Privileges ot subsequent use ofthe nama of this company ot any member of Its ataff, or repniduction of
AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
SaltLakeCity, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
OC SUMMARY REPORT
CLIENT:
Work Order:
Project:
Wasatch Environmental
L87842
Quality Linen / 1076-006A
Dept: MSVOA
SampType: MBLK
Sample ID Analyte Unils Meihod Result
Amount
Spiked
Original
Amount %REC Limils %RPD RPD Limit Qualifiers
Analysis
Date
MB voc 120808
MB VOC 120808
MB VOC 120808
MB voc 120808
MB VOC 120808
MB VOC 120808
MB voc 120808
MB voc 120808
MBVOC120808
MB voc 120808
MB voc 120808
MB voc 120808
MB VOC 120808
MB voc 120808
MB VOC 120808
MB voc 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
1,1,1,2-Tetrachloroethane
1,1,1 -Trichloroethane
1,1,2,2-Telrachloroethane
1,1,2-Trichloro-l,2,2-trifluoroetha
1,1,2-Trichloroethane
1,1 -Dichlovo-1-propene
1,1-Dichloroethane
1,1-Dichloroethene.
1,2,3-Trichlorobenzeue
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
l,2-Dibromo-3-chloropropane
1,2-Dibromoelhane
1,2-Dichlorobenzene
1,2-Pichloroelhane
1,2-Dichloropropane
1,3-Di chlorobenzene
1,3-Dichloropropaue
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinylether
Allyl chloride
Benzyl chloride
Bis(2-chloroisopropyl)ether
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L '
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
82608/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
<2.0
<2,0
<2,0
<2.0
<2.0
<2,0
<2.0
<2,0
<2.0
<2,0
<2.0
<5.0
<2,0
<2.0
<2,0
<2,0
<2.0
<2.0
<2,0
<2.0
<5,0
<5.0
<5.0
<5.0
<2,0
<2.0
<2.0
<2.0
<5.0
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
Report Date: 12/10/2008 Page 24 of 30
lappllcall to NEU ipling liii iT^ttus comDAn>j nr ariM mnmVtM nt ll« «lftll '
463 West 3600 South
SaltLakeCity, Utah 84115
[phone], Toil Free [phone], Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
Laboratory Director
Jose Rocha
QA Officer
QC SUMMARY REPORT
CLIENT:
Work Order:
Project:
Wasatch Environmental
L87842
Quality Linen/1076-006A
Dept: MSVOA
SampType: MBLK
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB voc 120808
MB voc 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB voc 120908
MB VOC 120908
MB voc 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroetliene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
lodomethane
Melhylene chloride
O'-Chlorololuene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans l,4-Dichloro-2-butene
Trichloroethene
Trichlorofluoromelhane
yinyl chloride
1,1,1,2-Tetrachloroethane
1,1,1-Trichloroethane
1,1,2,2-Tetrachloroethane
1,],2-Trichloro-1,2,2-Uifluoroelha
1,1,2-Trichloroethane
1,1 -Dichloro-1 -propene
1,1-Dichloroethane
1,1-Dichloroethene
1,2,3-TrichlorQbenzene
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L.,
pg/L
P^L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
P&'L
pg/L
pg/L
pg/L
pg/L
pg/L
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
82608/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
<2.0
<2.0
. <2.0
<2.0
<3,0
<2.0
<2.0
<2.0
<2,0
<2,0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2,0
<2,0
<2.0
<2.0
<2.0
<1.0
<2.0
<2.0
<2.0
<2,0
<2.0
<2.0
<2.0
<2.0
<2.0
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
ReportDate: 12/10/2008 Page 25 of 30
I anaiysea applicable lo Ihe CWA, SDWA, eni flCIW are perfomiea in accordance to NELAC protocols. Peilinent sampling Informaiion Is located on the attached COC. this report Is provided for the encliisive usa of the addressee. Privileges of subsequent usa of the nama of tills company ot any membar of Its staff, or reproduction of
AMERICAN WEST ANALYTICAL LABOPvATORlES
463 West 3600 South
SaltLakeCity, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: [e-mail], web; www.awal-labs.com
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
QC SUMMARY REPORT
CLIENT:
WorkOrder:
Project:
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
Wasatch Environmental
L87842
Quality Linen/1076-006A
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroelhane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinylelher
Allyl chloride
Benzyl chloride
Bis(2-chloroisopropyl)ether
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromelhane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Di brom och loromethane
Dibromomethane
Dichlorodifluoromethane
lodomethane
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L.,
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
8260B/5030
8260B/5030.
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/503O
8260B/5030
8260B/5030
8260B/5O3O
8260B/5030
8260B/5030
8260B/5030
8260B/5030
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2,0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<5,0
<5.0
<2.0
<2,0
<2.0
<2:o
<5.0
<2.0
<2.0
<2,0
<2.0
<3.0
<2.0
<2,0
<2.0
<2.0
<2.0
<2,0
<2,0
Dept: MSVOA
SampType: MBLK
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
' 12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
ReportDate: 12/10/2008 Page 26 of 30
463 West 3600 South
Sah Lake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
" TLSTOTato i^Bi ecioi
Jose Rocha
QA Officer
QC SUMMARY REPORT
CLIENT: Wasatch Environmental
WorkOrder: L87842
Project: Quality Linen/1076-006A
Dept: MSVOA
SampType: MBLK
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
Methylene chloride
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
trans 1,2-Dichloroetheiie
trans 1,3-Dichloropropene
trans l,4-Dichloro-2-butene
Trichloroetheiie
Trichlorofluoromethane
Vinyl chloride
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<1.0
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
ReportDate: 12/10/2008 Page 27 of 30
)I analvaea applicable to Ihe CWA. BDWA, and RCtV, we pertornied In accordance to NELAC protocols, Peittntnt sampling Inrormation Is located on the attached COC. This report is provided lot the exduslva usa of lire addrassee. Prtviiegas of subsequent use ot the nartto ot tt^ts companv or any n^«mber ot Its itaff, w repioduttion of
,Ic -nnrt I.. r:nnn«rllnn wilh lli» »*/»rt(^»r^»nr ranmnlinn or Kals of anv Oroduct Or omccss. or In Connection v/llh ttie rs-DUbUcaliuii Qt Mils raoort lor an» ouioDSe oilier than fur Ihs arlrlieisee will tin nmnl^.i onl» or, ,-nnlarl Thk ™mnr.n„ nrr.nl. nn ...nnn.lWUl., ~r.nl In, Ih. H„. „»rt-.™ . »r 1 1 1 ..-.- J - „t
AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
SaltLake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
QC SUMMARY REPORT
CLIENT:
WorkOrder:
Project:
Wasatch Environmental
L87842
Quality Linen/1076-006A
Dept: MSVOA
SampType: MS
Sample DD Analyte Units Meihod Result
Amount
Spiked
Original
Amount %R£C Limits %RPD RPD Limit Qualifiers
/Analysis
Date
L87842-08AMS
L87842-08AMS
L87842-08AMS
L87842-08AMS
L87842-08AMS
L87 842-08 AMS
L87842-08AMS
L87842-08AMS
L87842-08AMS
L87877-06AMS
L87877-06AMS
L87877-06AMS
L87877-06AMS
L87877-06AMS
L87877-06AMS
L87877-06AMS
L87877-06AMS
L87877-06AMS
L87737-01AMS
L87737-01AMS
L87737-01AMS
L87737-01AMS
L87737-01AlilS
L87737-01AMS
L87737-01AMS
L87737-01AMS
L87737-01AMS
1,1,1-Trichloroethane
1,1-Dichloroethene
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
Chlorobenzene
Chloroform
Methylene chloride.
Trichloroethene
1,1,1-Trichloroethane
1,1-Dichloroethene
1,2-Dichlorobenzene
1,2-Dichloroelhane
1,2-Dichloropropane
Chlorobenzene
Chloroform
Methylene chloride
Trichloroethene
1,1,1 -Trichloroethane
1,1-Dichloroelhene
r,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
Chlorobenzene
Chloroform
Methylene chloride
Trichloroethene
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L '
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
19.65
17.99
17.76
19.24
18.46
17.83
18.21
18.09
18.96
475,4
448.8
435.8
459,6
446,6
426.2
435.4
430,8
667.4
11660
11970
10600
10440
10680
11320.
10980
10960
12400
20
20'
20
20
20
20
20
20
20
400
400
400
400
400
400
400
400
400
IOOOO
IOOOO
IOOOO
IOOOO
IOOOO
IOOOO
IOOOO
IOOOO
IOOOO
0
0
0
0
0
0
0
0
0
0
13.71
0
0
0
0
0
0
222.3 .
0
0
0
0
0
0
0
0
0
98.2
90.0
88.8
96.2
92.3.
89.2
91.0
90.4
94.8
119
109
109
115
112
107
109
108
111
117
120
106
104
107
113
110
110
124
67-147
62-152
70-130
39-162
70-130
77-123
50-146
65-135
61-153
67-147
62-152
70-130
39-162
70-130
77-123
50-146
65-135
61-153
67-147
62-152
70-130
39-162
70-130
77-123
50-146
65-135
61-153
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008-
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
ReportDate: 12/10/2008 Page28 of30
erlH^^BlIng Infi^^^H l( ubseqi or reproouciion of
.AB|acfl|ivEjMNABiLC^fliA^.BfliiTo
463 West 3600 South
Sah Lake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: [e-mail], web; www.awal-labs.com
g||||^P..|m im
ilaborafonTTir'ector
Jose Rocha
QA Officer
QC SUMMARY REPORT
CLIENT:
Work Order:
Project:
Sample ID
L87842-08AMSD
L87842-08AMSD
L87842-08AMSD
L87842-08AMSD
L87842-08AMSD
L87842-08AMSD
L87842-08AMSD
L87842-08AMSD
L87842-08AMSD
L87877-06AMSD
L87877-06/LMSD
L87877-06AMSD
L87877-06AMSD
L87877-06AMSD
L87877-06AMSD
L87877-06AMSD
L87877-06AMSD
L87877-06AMSD
L87737-01AMSD
L87737-01AMSD
L87737-01AMSD
L87737-01AMSD
L87737-0IAMSD
L87737-01AMSD
L87737-01AMSD
L87737-01AMSD
L87737-01AMSD
Wasatch Environmental
L87842
Quality Lmen / 1076-006A
/Analyte
1,1,1-Trichloroethane
1,1-Dichloroethene
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
Chlorobenzene
Chloroform
Melhylene chloride.
Trichloroethene
1,1,1 -Trichloroethane
l.l-Dichloroethene
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
Chlorobenzene
Chloroform
Melhylene chloride
Trichloroethene
1,1,1-Trichloroethane
1,1-Dichloroethene
i,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
Chlorobenzene
Chloroform
•Methylene chloride
Trichloroethene
Units
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L '
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
Method
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
82608/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
Result
21.64
19.96
19.54
20.57
20.11
19.49
19.89
19.47
20.00
470.8
437.6
435,6
457.4
440.6
427.2
430.2
426.8
655.6
11020
11340
10280
10140
10180
10660
10360
10480
11630
Amount
Spiked
20
20
20
20
20
20
20
20
20
400
400
400
400
400
400
400
400
400
IOOOO
IOOOO
IOOOO
IOOOO
IOOOO
IOOOO
IOOOO
IOOOO
IOOOO
Original
Amount
0
0
0
0
0
0
0
0
0
0
13.71
0
0
0
0
0
0
222.3
0
0
0
0
0
0
0
0
0
Dept:
SampType:
%REC
108
99.8
97.7
103
101
97.5
99.4
97.4
100
118
106
109
114
110
107
108
107
108
110
113
103
101
102
107
104
105
116
MSVOA
MSD
Limits
67-147
62-152
70-130
39-162
70-130
77-123
50-146
65-135
61-153
67-147
62-152
70-130
39-162
70-130
77-123
50-146
65-135
61-153
67-147
62-152
70-130
39-162
70-130
77-123
50-146
65-135
61-153
%RPD
9.64
10.4
9,54
6.68
8,56
8.90
8.82
7,35
5.34
0.972
2.53
0.0459
0.480
1,35
0.234
1.20
0.933
1.78
5.64
5.36
3.11
2.92
4.75
5.91
5.81
4.48
6.37
RPD Limit
25
25
25
25
25
25
25
25
25
25
25
. 25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
N
Analysis
Qualifiers Date
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
ReportDate: 12/10/2008 Page29of30
All flnal/sflfi applicabl* tothe CWA. SDWA, and RCRA are performed in accordance lo NEL'VG protocols. Pertinant sflmpling Infofmalioa Is located on the attached COC. This reporl is provided for the exclusive ttse ofthe addressee. Privilegesof $ubsequenl U6e ofthe name of ihls company or any membaf of its slaff, or reproduction of
AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
Sah Lake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: awal@awal-labs,com, web: www.awal-labs.com
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
QC SUMMARY REPORT
CALIENT: Wasatch Environmental
Work Order: L87842
Project: Quality Linen / 1076-006A
Dept: WC
SampType: DUP
Sample ID Analyte
L87842-11CDUP Density
Units
Ib/fi'
Method
2710F
Result
124.0
Amount
Spiked
0
Original
Amount
120
%REC Limits
-
%RPD
3.28
Analysis
RPD Limit Qualifiers Date
20 12/3/2008
ReportDate: 12/10/2008 Pagc30of30
QppllCI
conne
iCWA,
llie advi
flCR*
promo:
ted in
flf any
le to Nl
proce:
)IS. Pl
maciloi L
ipIIng
a-publii
Is Iocs'
ils (BPOl
ittachet
oose
lis repo^^^^Hsd tor tti
'for Iha a^ffissDff will ba n"
iff. or reproaucOon of
^sl Analytical LaboraTbries
Client: American West Analytical Laboratories
Address; 463 W. 3600 S.
SaltLakeCity, UT 84115
Project Name;
P0#: 87842
Chain of Custody Lab Sample Set it
Contact: Elona Hayward
Phone: [phone]
Fax : [phone]
Email: elona(n)awal-labs.com
rebekahffliawal-labs.com
Page 1 of 1
QC Level:
Tvirn Around Time
Standard
Sample ID;
GP-22 @ 4-6'
GP-11 @ 3-5'
GP-24 @ 2-4'
V
Date Sampled
12/2/2008
12/2/2008
12/2/2008
Time
11:00
13:00
16:20
LO
O
*
ci
a
X
X
X
'
Comments
Please contact Rebekah Winkler at AWAL with questions [phone]. j
m
>\-:T:-iv
if;;t||a§l^i^n|!it|iyri§||
Appropriate Utah state certifications required.
Ig^^l^l
iliiiiiSiiy «i|iiffl;il!iil
iilHillii
•.^^<;i^(lh!t'i•oiiSf!y•Si:il<•d|,:«f t,K^:
"i •r^:^ i::i;i ;i. 4?.:;;::^.jl-';Hi.:.:;.-i~;j ii;-:;.!:^::.
ill^iifllfiiiili
;iKfiiiiiiii
m
1
w&m l&lljl
mmmMmmm
:i3 :j::r:;riH'/i5^;y!3:;?:.;hiiiN* kM
'mMim0m jiSlfl
Bisiliypaiicl^tBMviefii'iajirtpidi^f
LiitiiilS.aii
ilil
tZ'i ML
iS'i y JtiiiltHr^iii fk i i 03 *; .N:^; 1 mm
r:|[pi lii ir;0;:Mrifl?i'-
Special Instructions: Include project name and P0# on final report. Email results to both Elona and Rebekah.
RellnijvflBhcil by; Signatme 1/<2 k
TVhrne , -1—j
Received by: Signalure
ri ,VUL-^
Piittl Name
r-^-Df;
Time:
Date:
Time:
Relinquished by: Signnture
Print Name
Received by: Signalure
Flint Name
Date;
Time;
Dale:
Time;
ORGANIC ANALYSIS REPORT
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
Toll Free [phone]
Fax [phone]
;-mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Client: Wasatch Environmental
Project ID: Quality Linen / 1076-006A
Lab Sample ID: L87877-10A
Field Sample ID: Trip Blank
Collected: 12/3/2008
Received: 12/3/2008
Analysis Requested: 8260B/5030B
Analytical Results
Contact: Rebecca Studenka
Analyzed: 12/8/2008 11:55:00 A
Halogenated VOCs bv GC/MS 8260
Units = \ig/L
Dilution Factor =
Compound
1,1,1,2-Tetrachloroethane
1,1,1 -Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1 -Dichloro-1 -propene
1,1 -Dichloroethane
1,1-Dichloroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-DichIordetharie
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinylether
Allyl chloride
Benzyl chloride
Bis(2-chloroisopropyl)ether
Bromobenzene
Bro mochloromethane
Bromodichloromethane
Bromoform
Bromomethane
Reporting Limit
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
5.0
5.0
2.0
2.0 ,
2.0^
2.0
5.0
Analytical
Result
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<5.0
<5.0
<2.0
<2.0
<2.0
<2.0
<5.0
I
I
ReportDate; 12/10/2008 Page20 of26
All analyses applicable to the' CWA, SDWA, and RCRA are perfomied in accordance to NELAC protocols. Pertinent sampling information is located on ttie attached COC, This report
provided for the exclusive use of the addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection ••-wB
m
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
I Free [phone]
Fax [phone]
[e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
LabSamplelD: L87877-10A
FieldSamplelD: TripBIank
Collected: 12/3/2008
Received: 12/3/2008
Analysis Requested: 8260B/5030B
Analytical Results
Units = |ig/L
Dilution Factor = 1
Compound
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloro methane
Dibromomethane
Dichlorodifluoromethane
lodomethane
Methylene chloride
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans l,4-Dichloro-2-butene
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
Surr: 1,2-Dichloroethane-d4
Surr: 4-Bromofluorobenzene
Surr: Dibromofluoromethane
Surr: Toluene-d8
Analyzed: 12/8/2008 11:55:00 A
Haloeenated VOCs bv GC/MS 8260B
Reporting Limit
2.0
2.0
2.0
2.0
3.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2:0
1.0
81-143
85-115
80-124
88-120
Analytical
Result
<2.0
<2.0
<2.0
<2.0
<3.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<1.0
110
100
103
98.9
ReportDate: 12/10/2008 Page 2 lof 26
lalyses applicable to the CWA SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COG. This report is
Ided for the exclusive use of the addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with
AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
SaltLakeCity, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
CLIENT:
Work Order:
Project:
QC SUMMARY REPORT
Wasatch Environmental
L87877
Quality Linen/1076-006A
Dept: MSVOA
SampType: LCS
Sample ID Analyle Units Method Result
Amount
Spiked
Original
Amount %REC Limits %RPD RPD Limit Qualifiers
Analysis
Date
LCS VOC 120808 1,1,1-Trichloroethane
LCS VOC 120808 1,1-Dichloroethene
LCS VOC 120808 1,2-Dichlorobenzene
LCS VOC 120808 1,2-Dichloroethane
LCS VOC 120808 1,2-Dichloropropane
LCS VOC 120808 Chlorobenzene
LCS VOC 120808 Chloroform
LCS VOC 120808 Methylenechloride
LCS VOC 120808 Trichloroethene
tig/L
Mg/L
tig/L
Hg/L
Mg/L
Ug/L
fg/L
Mg/L
Mg/L
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
17.83
16.64
17.46
17.67
17.48
17,26
17.32
16.46
17.37
20
20
20
20
20
20
20
20
20
0
0
0
0
0
0
0
0
0
89.2
83.2
87.3
88.4
87.4
86.3
86.6
82.3
86.8
73-132
53-153
70-130
60-137
80-125
74-124
67-132
67-138
54-152
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
ReportDate: 12/10/2008 Page22of26
E^^^^se of mSnTil!
463 West 3600 South
SaltLake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-maii: [e-mail], web: www.awal-labs.com
••kelM||
" ^TaDorato^5i oratory uirector
Jose Rocha
QA Officer
QC SUMMARY REPORT
CLIENT: Wasatch Environmental
WorkOrder: L87877
Project: Quality Linen / 1076-006A
Dept: MSVOA
SampType: MBLK
Sample ID Analyte Units Method Result
Amount
Spiked
Original
Amount %REC Limits %RPD RPD Limit Qualifiers
Analysis
Date
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
1,1,1,2-Tetrachloroethane
1,1,1-Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-trifluoroetha
1,1,2-Trichloroelhane
1,1 -Dichloro-1 -propene
1,1-Dichloroethane
1,1-Dichloroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
l,2-Dibromo-3-chloropropane
1,2-Dibroinoethane
1,2-Dichlorobenzene
1,2-Dichloroelhane
1,2-Dichloropropane
1,3-Dichl orobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
''•^2-ChIoroethylvinylether
Allyl chloride
Benzyl chloride
Bis(2-chloroisopropyl)ether
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
Ug/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
<2.0
<2.0
<2,0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2,0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<5,0
<5.0
<2.0
<2.0
<2.0
<2.0
<5.0
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
ReportDate: 12/10/2008 I'age 23 of26
All analyses Bppflcat)l« to 11)0 CWA, S[>WA. end RCRA aro potformedln accoidance to NELAC protocols. Pertinent sampling Inloimatlon Is located on the attached COC. This repoit Is provided forthe exctuslve use ofthe addressee. Privileges otsul»«queht use ofthe nama of thjs company or any memtier of its staff, or reproduction of
this reoort In connaction with Iha Bdveriisemenl. oromotion or sale of anv oroduot or orocess. or In connection v;Ilii tha ra-oubllcallon of litis leoort for anv ouroose other than lor the afUlimxuf. will bn nrsniHd nnh nn r.n,.iani TW,: rrtmnonu nnn.ra. nn rMnrt..«iwih. ..n.n. tn. ih. rt... .....—-* «i**_._.i— ^^.. ...... ..
AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
SaltLakeCity, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
Kyle F. GrOss
Laboratory Director
Jose Rocha
QA Officer
OC SUMMARY REPORT
CLIENT:
WorkOrder:
Project:
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
MB VOC 120808
Wasatch Environmental
L87877
Quality Linen / 1076-006A
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
lodomethane
Methylene chloride
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans l,4-Dichloro-2-butene
Trichloroethene
Trichlorofluoromethane
Vinyl chloride
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
826nB/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
<2.0
<2.0
<2.0
<2.0
<3.0
<2.0
<2.0
<2.0
<2,0
<2,0
<2,0
<2,0
<2,0
<2.0
<2.0
<5.0
<2.0
<2,0
<2.0
<2.0
<2.0
<2.0
<1.0
Dept: MSVOA
SampType: MBLK
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
' 12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
ReportDate: 12/10/2008 Page24 of26
_^Nj|pri(
463 West 3600 South
SaltLakeCity, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
^LaDoratomj Oratory Uirector
Jose Rocha
QA Officer
QC SUMMARY REPORT
CLIENT: Wasatch Environmental
Work Order: L87877
Project: Quality Linen/1076-006A
Dept: MSVOA
SampType: MS
Saraple ID Analyte Units Method Result
Amount
Spiked
Original
Amount %REC Limits %RPD RPD Limit Qualifiers
Analysis
Dale
L87842-08AMS
L87842-08AMS
L87842-08AMS
L87842-08AMS
L87842-08AMS
L87842-08AMS
L87 842-08 AMS
L87842-08AMS
L87842-08AMS
L87877-06AMS
L87877-06AMS
L87877-06AMS
L87877-06/WvlS
L87877-06AMS
L87877-06AMS
L87877-06AMS
L87877-06AMS
L87877-06AMS
1,1,1 -Trichloroethane
Ll-Dichlbtoethene
1,2-Dichlorobenzene
1,2-Dichloroethane •
1,2-Dichloropropane
Chlorobenzene
Chloroform
Methylene cliloride
Trichloroethene
1,1,1 -Trichloroelhane
1,1-Dichloroethene
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dicliloropropane
Chlorobenzene
Chloroform
Methylene chloride
Trichloroethene
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260D/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
19.65
17.99
17.76
19.24
18.46
17.83
18.21
18.09
18.96
475.4
448.8
435.8
459.6
446.6
426.2
435.4
430.8
667.4
20
20
20
20
20
20
20
20
20
400
400
400
400
400
400
400
400
400
0
0
0
0
0
0
0
0
0
0
13.71
0
0
0
0
0
0
222.3
98.2
90.0
88.8
96.2
92.3
89.2
91.0
90.4
94.8
119
109
109
115
112
107
109
108
111
67-147
62-152
70-130
39-162
70-130
77-123
50-146
65-135
61-153
67-147
62-152
70-130.
39-162
70-130
77-123
50-146
65-135
61-153
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
• 12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
ReportDate: 12/10/2008 Page25of26
All analyses applicable lo the CiWA, SDWA, and BCRA are port.ormed In accoidance to NEL.AC protocols. Pertinent sampling Infomialion Is located on the attached COC. This report Is provided for the exclusive usa ol t/ie addiessee, Prtvliegei ot subsequent ust of the nama of this company or any mambar of Its staff, or reproduction o
this repoit In connection with the adveriisoment, promolion or sale of any product or process, or In connection vrtth the ie-pul)BcatIor) of this report foi any purpose other than lor Ihe addiessee v/ilt be granied only on contact. "This comoany accepts no resoonslbiCtv exceot for tha due oerfonnance of InsoerJInn andiar nnolvdc In nnnd i=iii
AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
Sah Lake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: [e-mail]], web: www.awal-labs.com
KyleF. Gross.
Laboratory Director
Jose Rocha
QA Officer
QC SUMMARY REPORT
CLIENT:
Work Order:
Project:
Sample ID
L87842-08AMSD
L87842-08AMSD
L87842-08AMSD
L87842-08AMSD
L87842-08AMSD
L87842-08AMSD
L87842-08AMSD
L87842-08AMSD
L87842-08AMSD
L87877-06AMSD
L87877-06AMSD
L87877-06AMSD
L87877-06AMSD
L87877-06AMSD
L87877-06AMSD
L87877-06AMSD
L87877-06AMSD
L87877-06AMSD
Wasatch Environmental
L87877
Quality Linen /1076-006 A
Analyte
1,1,1-Trichloroethane
1,1-Dichloroethene
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
Chlorobenzene
Chloroform
Methylene chloride
Trichloroethene
1,1,1 -Trich loroethane
1,1-Dichloroethene
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
(Chlorobenzene
Chloroform
Methylene chloride
Trichloroethene
Units
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Method
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
82608/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
Result
21.64
19.96
19.54
20.57
20,11
19.49
19.89
19.47
20.00
470,8
437.6
435.6
457.4
440.6
427.2
430.2
426.8
655.6
Amount
Spiked
20
20
20
20
20
20
20
20
20
400
400
400
400
400
400
400
400
400
Original
Amount
0
0
0
0
0
0
0
0.
0
0
13.71
0
0
0
0
0
0
222.3
Dept:
SampType:
%REC
108
99.8
97.7
103
101
97.5
99.4
97.4
100
118
106
109
114
110
'^ 107
108
107
108
MSVOA
MSD
Limits
67-147
62-152
70-130
39-162
70-130
77-123
50-146
65-135
61-153
67-147
62-152
70-130
39-162
70-130
77-123
50-146
65-135
61-153
%RPD
9.64
10.4
9.54
6.68
8.56
8.90
8.82
7.35
5.34
0.972
2.53
0.0459
0.480
1.35
0.234
1.20
0.933
1.78
RPD Limit Qualifiers
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
Analysis
Date
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
' 12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
12/8/2008
ReportDate: 12/10/2008 Page 26 of 26
American West Analytical Labs
WORK ORDER Summary
Client ID: WAS580 QCLevel: 1
Project: Quality Linen / 1076-006A Location:
Commenls: IslP-; (Oniy on sample #3) PA Rush; QCLevel: 1; Use #6 for MS/MSD
if"
03-Dec-08
WorkOrder L87877
Contact: Rebecca Studenka ^.
•t-f ,i
r-Zf ! i h
j^
Sample ID Client Sample ID Collection Date Date Received Date Due Matrix Test Code Storage
L87877-0IA
L87877-02A
L87877^03A
L87877-64A
L87877-05A
L.87877-06A"
L87877-07A
L87877-08A
L8787'7-09A
L87877-10A~
CiP-14@ 25-30' 12/3/2008 9:55:00 AM 12/3/2008 12/12/2008
0P-15@ 15-20'
GP-15~@ 25-30'
12/3/2008 10:50:00 AM 12/12/2008
12/3/2008 12:00:00 PM 12/12/2008
GP-25 (Sll 5-20' 12/3/2008 1:30:00 PM
GP-25 @(15-20')dup
GP-2i @ (24-29')
GP-25 @ 5-15'
12/12/2008
l27l2/2008~
12/3/2008 2:45:00 PM 12/12/2008
12/3/2008 3:15:00 PM 12/12/2008
OP-26@ 15-20'
GP-26 @ 25-30'
Trip Blank
12/3/2008 4:40:00 PM 12/12/2008
12/3/2008 5:20:00 PM
12/3/2008
12/12/2008
12/12/2008"
Aqueous 8260-W-VOX VOCFridge
8260-W-VOX
8260-W-VOX
VOCFridge
VOCFridge
8260-W-VOX VOCFridge
8260-W-VOX
lieo^w-vox"
VOCFridge
VOCFridge
S260-W-VOX VOCFridge
8260-W-VOX
8260-W-VOX
VOCFridge
VOCFridge
8260-W-VOX VOCFridge
3
'3'
i
"3"
T
T
~3
"T
LABORATORY USE ONLY
SAMPLES WERg.—,^^^^_
1 Shipped ormdS^^lh
NotBs:
STMipwHturB 'U %
4 nsc^vedBrelienAjeddfig
{lrnpK)p«tySealsi&
Natex
S^Eiweittrftassrved
8 Recelvad WHUi
^JMdtngTimw
Was
Page 1 of1
:&, 'RCNSilE^ALSFEaAUSTS .
WASATCH S
SOILS AND /=aUA/a477DW^©ft^s
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f
I I
i
I
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•I i i
AMERICAN
WEST
ANALYTICAL
LABORATORIES
63 West 3600 South
Salt Lake City, Utah
84115
_, [phone]
•l Free [phone]
^ Fax [phone]
Tiail:! [e-mail] I
I
i
l|
II
l|
Kyle F. Gross
i Laboratory Director
Jose Rocha
QA Officer
ORGANIC ANALYSIS REPORT
Client: Wasatch Environmental
Project ID: QuaUty Linen / 1076-006A
Lab Sample ID: L87908T08A
Field Sample ID: Trip Blank
Collected: 12/4/2008
Received: 12/4/2008
Analysis Requested: 8260B/5030B
Analytical Results
Contact: Rebecca Studenka
Units = ng/L
Dilution Factor = 1
Compound
1,1,1,2-Tetrachloroethane
1,1,1 -Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1 -Dichloro-1 -propene
1,1 -Dichloroethane
1,1-Dichloroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichldro benzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinylether
AUyl chloride
Benzyl chloride
B is(2-chloro isopropyl)ether
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
Analyzed: 12/9/2008 10:03:00 A
Halogenated VOCs bv GC/MS 8260B
Reporting Limit
Analytical
Result
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
5.0
5.0
2.0
2.0..
2.0
2.0
5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<5.0
<5.0
<2.0
<2.0
<2.0
<2.0
<5.0
Repon Datt: 12/12/2008 Page 16 of 22
.1- i_ .*.- f^\Mt\ Qn\A/a r•nr,^=nro tn NF! AP. nrntnnnis Pertinent samplina infonnation Is located on the attached COC. This report Is
AMERICAN
WEST
ANALYTICAL
iABORATORIES
463 West 3600 South
Salt Lalce City, Utah
84115
[phone]
Toll Free [phone]
Fax [phone]
e-mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Lab Sample ID: L87908-08A
Field Sample ID: Trip Blank
CoUected: 12/4/2008
Received: 12/4/2008
Analysis Requested; 8260B/5030B
Analytical Results
Units = ng/L
DUution Factor = 1
Compound
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
1
1 1
Analyzed: 12/9/2008 10:03:00 A "
1
Halogenated VOCs bv GC/MS 8260B.«
Reporting Lirnit
2.0
2.0
2.0
2.0
3:o
2.0
2.0
2.0
1
Analytical _
Result •
<2.0
<2.0 M
<2.0 W
<2.0 _
<3.0 •
< 2.0
<2.0 M
<2.0 P
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
lodomethane
Methylene chloride
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachlo roethene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans 1,4-Dichloro-2-butene
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
Surr: 1,2-Dichloroethane-d4
Surr: 4-BromofIuorobenzene
Surr: Dibromofluoromethane
Surr: Toluene-d8
ReportDate; 12/12/2008 Page 17 of 22
™^"i!f.t! ^F'^Z^^Z°Z^^.Z'^t\^Ff^'^.^"'^ ^Z^^.^ ^"^ perfomied in accordance to NEU\C protocols. Pertinent samplina Infomiation is located on the attached COC. This reno
HAIvflKAlHKSlfln^LlKAlHnoiHK^R
^^ ^^ ^^ 4^West 3^^outli^^ ^^
Salt Lake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
ll^TOtor)^^m;tor'
Jose Rocha
QA Officer
QC SUMMARY REPORT
CLIENT: WasatchEnvironmental
Work Order: L87908
Project: Quality Linen /1076-006A
Dept: MSVOA
SampType: LCS
Sample DD Analyte Unils Method Result
Amount
Spiked
Original
Amouni %REC Limits %RPD RPD Limit Qualifiers
Analysis
Date
LCS VOC 120908 1,1.1-Trichloroethane
LCS VOC 120908 l.l-Dichloroethene
LCS VOC 120908 1,2-Dichlorobenzene
LCS VOC 120908 1,2-Dichloroethane
LCS VOC 120908 1,2-Dichloropropane
LCS VOC 120908 Chlorobenzene
LCS VOC 120908 Chloroform
LCS VOC 120908 Methylene chloride
LCS VOC 120908 Trichloroethene
v^e/L
Mg/L
lig/L
fg/L
Ug/L
Ug/L
Ug/L
Mg/L
Mg/L
8260B/5030 .
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
20.89
21.35
20.99
19.83
22,12
20,46
20,98
21,93
21.04
20
20
20
20
20
20
20
20
20
0
0
0
0
0
0
0
0
0
104
107
105
99,2
111
102
105
IIO
105
73-132
53-153
70-130
60-137
80-125
74-124
67-132
67-138
54-152
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
ReportDate: 12/12/2008 Pagel8of22
sas aoDllcable to tin CWA, SDWA, and RCRA ara parforniad In accordanca lo NELAC protocolj. Pertinent (ampllng Information li localed on tha attached COC. This report Is provided tor itia axcjuslva use of tlie addrassee. Privlleflea of aubsaquent uaa of tha nama of thia company or any mambar of Us staff, or laprodiictton ol
^ (1 In iMnnadlon wilh Iha flduefUsarrianl. Dromollon or sale of anv product or orocess, orin conneciion wilh the re-publjcalion oftliis reporl foi anv purpose other than forthe addiessee will be pranted onl/ on coniaci. This comparrv accepts no responslblBhr BKCeDtforthe due Derfomiance of inspecUon andfor analvals In onndfAilh
AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
Sah Lake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
Kyle F. Gross
Laboratory Director
Jose Rocha
QA OfTicer
QC SUMMARY REPORT
CLIENT:
Work Order:
Project:
Wasatch Environmental
L87908
Quality Linen/1076-006A
Dept: MSVOA
SampType: MBLK
Sample ID Analyte Units Method Result
/Uiiount Original
Spiked Amount %REC Limits %RPD RPD Limit Qualifiers
Analysis
Date
MB VOC
MB VOC
MB VOC
MB VOC
MB VOC
MB VOC
MB VOC
MB VOC
MB VOC
MB VOC
MB VOC
MB VOC
MB VOC
MB VOC
MB VOC
MB VOC
MB VOC
MB VOC
MB VOC
MB VOC
MB VOC
MB VOC
MB VOC
MB VOC
MB VOC
MB VOC
MB VOC
MB VOC
MB VOC
120908
120908
120908
120908
120908
120908
120908
120908
120908
120908
120908
120908
120908
120908
120908
120908
120908
120908
120908
120908
120908
120908
120908
120908
120908
120908
120908
120908
120908
1,1,1,2-Tetrachloroethane
,1,1 -Trich loroethane
, 1,2,2-Tetrachloroethane
, 1,2-Trichloro-1,2,2-trifluoroetha
, 1,2-Trichloroethane
, 1 -Di chloro-1 -propene
,1-Dichloroethane
, 1-Dichloroethene
,2,3-Trichlorobenzene
,2,3-Trichloropropane
,2,4-Trichlorobenzene
,2-Dibromo-3-chloropropane
,2-Dibromoethane
,2-Dichlorobenzene
,2-Dichloroelliane
,2-Dichloropropane
,3-Dichlorobenzene
,3-Dichloropropane
,4-Dichlorobenzene
2,2-Dichloropropane
2-6hloroethylvinylether
Allyl chloride
Benzyl chloride
Bis(2-chloroisopropyl)ether
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2,0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5,0
<5.0
<5,0
<2,0
<2,0
<2,0
<2,0
<5,0
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
ReportDate: 12/12/2008 Page 19 of 22
J Perlini
illon v/ltl
Ig infomj
ill call or
:aled oil
rtfor
led COfl
le olher I Iport Is
u addiel
Ihe exi
>a qranli
of tha I
contacll ^Pnvll<
oanv al
iseque
[esDon:
|e namaj
Dt for
ipany
'ormani
iberoli
ition anj
reprodi
^^ME^AlSUMSST^^L^mgAL ^^OI^^RI^^
^" ^^ ^^ 46West 36Dr?outh^^ ^^
Sah Lake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
L^^ratory uffRi tory jJirector
Jose Rocha
QA Officer
QC SUMMARY REPORT
CLIENT:
Work Order:
Project:
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
MB VOC 120908
Wasatch Environmental
L87908
Quality Linen /1076-006 A
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis l,2-Dichloroethen6
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
lodomethane
Methylene chloride
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans l,4-Dichloro-2-butene
Trichloroethene
Trichlorofluoromethane
Vinyl chloride
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
MB/L
Mg/L
Mg/L
Mg/L
Mg/L
82608/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
<2.0
<2.0
<2.0
<2.0
<3.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<1,0
Dept: MSVOA
SampType: MBLK
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
ReportDate: 12/12/2008 Page 20 of 22
I aoollcable to the CWA SOWA and RCRA aro poitomiad In accoidance lo NEUiC proloools. Perlinenl sampling Informaiion l» localed on the attached tiOC. This leporl Is provided for Ine exclusive use ol the addressee. Prtvllages ot Eutjsequam uM ol the nama of
'o"n conneciion wilh llie aiivartsemenl. oromotion or sale of any prodiiof or process, or In connocaon wlltl I1:B fB-pubJcalloii of iWs repon for any purpose olher than lor the addressee Mil be pianled only on conlact. This coinpany accools no resoonsibilitv aaa lur tha.
this company or any member of Its staff, or reproduction of
due l^arfniniAnCA til lilS/if^nrim. annlnr anal,,..!. In ..nnri /^Itl.
AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
Sah Lake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail; [e-mail], web: www.awal-labs.com
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
OC SUMMARY REPORT
CLIENT: Wasatch Environmental
WorkOrder: L87908
Project: Quality Linen / 1076-006A
Dept: MSVOA
SampType: MS
Sample ID Analyte Units Method Result
Amount
Spiked
Original
Amount %REC Limits %RPD RPD Limit Qualifiers
Analysis
Date
L87908-07AMS
L87908-07AMS
L87908-07AMS
L87908-07AMS
L87908-07AMS
L87908-07AMS
L87908-07AMS
L87908-07AMS
L87908-07AMS
1,1, l-Trichloroethane
1,1-Dichloroethene
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
Chlorobenzene
Chloroform
Methylene chloride
Trichloroethene
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
15.99
16.24
14.17
14.18
15.74
14.13
14.48
15.64
36.03
20
20
20
20
20
20
20
20
20
0
0
0
0
0
0
0
0
20
80.0
81.2
70.8
70.9
78.7
70.6
72.4
78.2
80.2
67-147
62-152
70-130
39-162
70-130
77-123
50-146
65-135
61-153
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
• Matrix spike recovery indicates matrix interference. The method is in control as indicated by the LCS.
ReportDate: 12/12/2008 Page21of22
• abla iJ^^^M. 8Dl/\fA^^^HA are pSB^i accor<MH#£l>C ;^m|Perllneil^HP Informl^^BHaled on H^BBed COC^B^Horl Is pr^^^Mlha exclV^HBol tha a^B^M Pnvile^H^n>equent^^^M nama iM^^pany or^^^Ker of It^^^Hei
°"lL\!SlMh^rluflrflsH(t!an^roiiiotion or sal^^v oroduct or Drocass. or In connection vrllfi tha ro-piiDllcatlon oftliis reoort for anv puroose other Ihan lor Ihe addiessee vail be oianled only un contact. This comoanv acceots na resnonaltilSN axcairt for tha dna narffirmfincft nl ln.in.nt\nn .nrtin. .n.i...i..
Mi BH Hi •• wW^'^^^^f ST|^L^^^AL|yipOI^^:)RI^
463 West 3600 South
Sah Lake City, Utah 84115
[phone], ToU Free [phone], Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
. Gri^^
TStoryuirec ctor
Jose Rocha
QA Officer
QC SUMMARY REPORT
CLIENT:
Work Order:
Project:
Wasatch Environmental
L87908
Quality Linen/1076-006 A
Dept: MSVOA
SampType: MSD
Sample ID Analyte Units Method Result
Amount
Spiked
Original
Amount %R£C Limits %RPD RPD Limit Qualifiers
Analysis
Date
L87908-07AMSD 1,1,1-Trichloroethane
L87908-07AMSD 1,1-Dichloroethene
L87908-07AMSD 1,2-Dichlorobenzene
L87908-07AMSD 1,2-Dichloroethane
L87908-07AMSD l,2-Dichloropropar\e
L87908-07AMSD Chlorobenzene
L87908-07AMSD Chloroform
L87908-07AMSD Methylene chloride
L87908-07AMSD Trichloroelhene
Mg/L
Mg/L
Mg/L
MS/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
16,46
16.63
14.26
14.91
16.44
14.30
14.93
16.27
37.16
20
20
20
20
20
20
20
20
20
0
0
0
0
0
0
0
0
20
82.3
83.2
71.3
74.6
82.2
71.5
74.7
81.4
85.8
67-147
62-152
70-130
39-162
70-130
77-123
.50-146
65-135
61-153
2.90
2.37
0.633
5.02
4.35
1.20
3.06
3.95
3.09
25
25
25
25
25
25
25
25
25
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
' 12/9/2008
12/9/2008
12/9/2008
12/9/2008
Matrix spike recovery indicates matrix interference. The method is in control as indicated by the LCS.
ReportDate: 12/12/2008 Page 22 of 22
ble lo Iho CWA SDWA afiH RCiRA era parlomiBd in accoidanm to NEIAC prolooots. Peilinonl samplina mloiraation Is located on isit attached COC^. This taport Is piovided (or the exclusiva uss ul the addiessea. Ptivitasea o( aiitsenuanl use at Ihe name^ol tW» oompjinv or aijv membei ot its alafl, oi lepnalutlloh ol
American West Analytical Labs
WORK ORDER Summary
Client ID: WAS580 QCLevel: 1
Project: Quality Linen / 1076-006A Location:
Comments: NP-; (Only on sample #3 and #4) PA Rush; QCLevel: 1; Use #7 for MS/MSD
.0.^^yt.^..»L.^M&Jt I d-'f/S.^/l o^
04-Dec-08
WorkOrder L87908
Contact: Rebecca Studenka
•^.e> ^
Sample ID
L87908-01A
L87908-02A
L87908-03A
L87908-04A
L87908-05A
L87908-06A
L87908-07A
L87908-08A
Client Sample ID
GP-27 @ 15-20'
GP-25 @ 24-29'
GP-21 @ 35-40'
GP-28 @ 15-20'
GP-28 @ 24-29'
GP-28 @ (24-29')dup
GP-28 @ 5-15'
Trip Blank
Collection Date
12/4/2008 8:45:00/VM
12/4/2008 11:00:00 AM
12/4/2008 11:35:00 AM
12/4/2008 1.10,00 PM
12/4/2008 2:10:00 PM
12/4/2008 5:00:00 PM
12/4/2008
Date Received
12/4/2008
Date Due
12/15/2008
12/15/2008
12/15/2008
12/15/2008
12/15/2008
12/15/2008
12/15/2008
12/15/2008 .
Matrix
Aqueous
Test Code
8260-W-VOX
8260-W-VOX
8260-W-VOX
8260-W-VOX
8260-W-VOX
8260-W-VOX
8260-W-VOX
8260-W-VOX
Storage
VOCFridge
VOCFridge
VOCFridge
VOCFridge
VOCFridge
VOCFridge
VOCFridge .
VOCFridge
3
3
3
3
3
3
,6
1
2 AmbtsntcfcCMHsi
(7vi ice.-^
3 TamJWBtura f^ i\
4 ReeahfiBdBroten/tjsaMn
(ImprepeilySs^
: 3^^irtRaNlue4TAL SPEOAUSTS .
I
5aii- ^/VD FOUNDATION 'siGfN^'
FBOJECT T^MeSik lalQ/^'Qc£ 4.
K^^-^-^'SZd
C£gTIHCAT10W#: [J^J^' gg^s
SITS .LOCATIORI: (2u'r-C^'J^r <^-*\^
5'C-C- c^
S^^MPLE 3ESC?aFnOM | . Dafie
-P- 1-^1 /J""tAL^
d^^ ^g- cZZ--^^
af
2410 'JV^T CM^PfUA AVEVLE^ S4LTL4KE On; UTAH 34104 • ^TOME(SDi; S73-S«!B• fiVfiaOtJ 372-«S -. ..\.
ORGANIC ANALYSIS REPORT
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
, 84115
[phone]
Toll Free [phone]
Fax [phone]
-mail: awal@,awal-labs.com
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Client: Wasatch Environmental
Project ID: Quality Linen, SLC, UT / 1076-006A
Lab Sample ID: L87927-03A
FieldSamplelD: Trip.Blank
Collected: 12/5/2008
Received: 12/5/2008
Analysis Requested: 8260B/5030B
Contact: Rebecca Studenka
Analyzed: 12/9/2008 11:54:00 PM
Analytical Results Haloeenated VOCs bv GC/MS 8260B
Units = ng/L
Dilution Factor = 1
Compound
1,1,1,2rTetrachloroethane
1,1,1 -Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-l ,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1 -Dichloro-1 -propene
1,1-Dichloroethane
1,1-Dichloroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinylether
Allyl chloride
Benzyl chloride
Bis(2-chloro isopropyl)ether
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
Reporting Limit
2.0
2.0
2.0
2.0
2.0
2.0
2.0 .
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
5.0
5.0
2.0,
2.0
2.0
2.0
5.0
Analytical
Result
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<5.0
<5.0
<2.0'-.
<2.0
<2.0
<2.0
<5.0
ReponDate: 12/12/2008 Page6 of 12
All analyses applicable to the CWA, SDWA, and RCRA are performed in acconjance to NELAC protocols. Pertinent sampling infomiation is located on the attactied COC. This report,
S!?^!^f^i°JL!Il-f. --~!..':!^-^.°^*® a^'^ressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction ot this report in connection wil
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
Toll Free [phone]
J Fax [phone]
: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Lab Sample ID: L87927-03A
Field Sample ID: Trip Blank
CoUected: 12/5/2008
Received: 12/5/2008
Analysis Requested: 8260B/5030B
Analytical Results
Analyzed: 12/9/2008 11:54:00 PM
Haloeenated VOCs bv GC/MS 8260B
Units = ng/L
Dilution Factor = 1
Compound
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
D ibromomethane
Dichlorodifluoromethane
lodomethane
Methylene chloride
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans l,4-Dichioro-2-butene
Trichloro fluo romethane
Trichloroethene
Vinyl chloride
Surr: 1,2-Dichloroethane-d4
Surr: 4-Bromofluorobenzene
Surr: Dibromofluoromethane
Surr: Toluene-d8
Reporting Limit
2.0
2.0
2.0
2.0
3.0
2.0
2.0
• 2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
1.0
81-143
85-115
80-124
88-120
Analytical
Result
<2.0
<2.0
<2.0
<2.0
<3.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<1.0
92.4
98.7
98.5
101
/Bn
ReportDate: 12/12/2008 Page 7 ofl 2
Inalyses applicable to the CWA, SDWA and RCRA are perfomied in accordance to NEUC protocols. Pertinent sampling information is located on the attached COC. This reoort is
AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
Salt Lake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: [e-mail], web; www.awal-labs.com
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
OC SUMMARY REPORT
CLIENT: Wasatch Environmental
Work Order: L87927
Project: Quality Linen, SLC, UT / 1076-006A
Dept: MSVOA
SampType: LCS
Saniple ID Analyte Units Method Result
/Vmount
Spiked
Original
Amount %R£C Limits %RPD RPD Limit Qualiiiers
Analysis
Date
LCS VOC 120908 1,1,1-Trichloroelliane
LCS voc 120908 1,1-Dichloroethene
LCS voc 120908 1,2-Dichlorobenzene
LCS voc 120908 1,2-Dichloroethane
LCS voc 120908 1,2-Dichloropropane
LCS voc 120908 Chlorobenzene
LCS voc 120908 Chlorofonn
LCS voc 120908 Methylene chloride
LCS VOC 120908 Trichloroethene
Mg/L
tig/L
M&/L
Mg/L
lig/L
Ug/L
Iig/L
Mg/L
Mg/L
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
22.48
22.54
21.11
20,10
22.54
19.90
20.40
23.01
20,86
20
20
20
20
20
20
20
20
20
0
0
0
0
0
0
0
0
0
112
113
106
100
113
99.5
102
115
104
73-132
53-153
70-130
60-137
80-125
74-124
67-132
67-138
54-152
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
ariilyBM appIlcatKuircWA, SDWA, end ROfVl afa ponoimsd In accoraante to NEI EJ^^^WOIS. Pe^^^Rmipllngin^^^Wslocate^^^Wtlathftd^^^Ws roport^^WWdforlhe^^ffliffi uaa of InWfaTesfiee, PnTlfepTO
ReportDate: 12/12/2008 Page 8 ofl 2
mft
iimv of tnj6 c
subsaquunt us* of the nimv of tnJ6 company or any mbmber ot Its staff, or f aproduclJon of
A^lljyc/^lii|ESi[iluiifiicAiii.Boiitf^Q
463 West 3600 South
Salt Lake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
|F.
Laboratory Director
Jose Rocha
QA Officer
QC SUMMARY REPORT
CLIENT: Wasatch Environmental
Work Order: L87927
Project: Quality Linen, SLC, UT /1076-006A
Dept: MSVOA
SampType: MBLK
Sample ID Analyte Units Method ResuU
/\mount
Spiked
Original
Amouni %REC Limits %RPD RPD Limit Qualifiers
/lalysis
Date
MB VOC 120908 1,1,1,2-Tetrachloroethane
MB VOC 120908 1,1,1-Trichloroethane
MB VOC 120908 1,1,2,2-Tetrachloroethane
MB VOC 120908 1,1,2-Trichloro-l,2,2-trinuoroetha
MB VOC 120908 1,1,2-Trichloroethane
MB VOC 120908 1,1-Dichloro-l-propene
MB VOC 120908 1,1-Dichloroethane
MB VOC 120908 1,1-Dichloroethene
MB VOC 120908 1,2,3-Trichlorobenzene
MB VOC 120908 1,2,3-Trichloropropane
MB VOC 120908 1,2,4-Trichlorobenzene
MB VOC 12;P908 l,2-Dibromo-3-chloropropane
MB VOC 120908 1,2-Dibromoethane
MB VOC 120908 1,2-Dichlorobenzene
MB VOC 120908 1,2-Dichloroethane
MB VOC 120908 1.2-Dichloropropane
MB VOC 120908 l,3-Dichloroben2ene
MB VOC 120908 L3-Dichloropropane
MB VOC 120908 1,4-Dichlorobenzene
MB VOC 120908 2,2-Dichloropropane
MB VOC 120908 2'^-Chloroethylvinylether
MB VOC 120908 AUyl chloride
MB VOC 120908 Benzyl chloride
MB VOC 120908 Bis(2-chloroisopropyl)ether
MB VOC 120908 Bromobenzene
MB VOC 120908 Bromochloromethane
MB VOC 120908 Bromodichloromethane
MB VOC 120908 Bromoform
MB VOC 120908 Bromomethane
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L •
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
M&'L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
82608/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2,0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5,0
<5,0
<5,0
<2,0
<2.0
<2.0
<2.0
<5.0
.12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
ReportDate: 12/12/2008 Page9on2
inalysaa applicable to tfia CWA. SDWA. and RCRA are peiformed In accordance lo NEl>,C prolocols. Perlinenl sampling infarmafion Is located on Ihe attached COC. This report Is provided for the ex elusive usa of the addrassee. Prtvllegea of aubsequonl usa of the name of litis oompany or any member of Us alaff, or repriiducliot^ of
t.nn.t I., /viof,*flt/,ii uath lh* ni^JMll^nmitnt nrn.nnllnn fir RHIA r,f wnu lunrinr.! nt nr^l^*,« nr In cnnnnmmn wirl, th(, ru-mitilifiaimii nlihiv ,pr.nrt in, o.,., n,,.nn=fl mn^r ,h,.. r,., ,„. ..., ..m k. „,.„,.,i „„,.. »„ 1,., TI,: -
AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
Salt Lake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-rnail: [e-mail], web: WAV^v.awal-labs.com
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
QC SUMMARY REPORT
CLIENT: WasatchEnvironmental
Work Order: L87927
Project: Quality Linen, SLC, UT /1076-006A
Dept: MSVOA
SampType: MBLK
MB VOC 120908 Carbontetrachloride ng/L 8260B/5030 <2.0
MB VOC 120908 Chlorobenzene Hg/L 8260B/5030 <2.0
MB VOC 120908 Chloroethane jig/L 8260B/5030 <2.0
MB VOC 120908 Chloroform (ig/L 8260B/5030 <2,0
MB VOC 120908 Chloromethane Hg/L 8260B/5030 < 3.0
MB VOC 120908 Chloroprene Hg/L 8260B/5030 < 2,0
MB VOC 120908 cis 1,2-Dichloroethene (ig/L 8260B/5030 <2,0
MB VOC 120908 cis 1,3-Dichloropropene ^ig/L 8260B/5030 < 2,0
MB VOC 120908 Dibromochloromethane jig/L 8260B/5030 < 2.0
MB VOC 120908 Dibromomethane ng/L 8260B/5030 <2.0
MB VOC 120908 Dichlorodifluoromethane ng/L 8260B/5030 <2.0
MB VOC 120908 lodomethane Hg/L 8260B/5030 <2.0
MB VOC 120908 Methylenechloride ng/L 8260B/5030 < 2,0
MB VOC 120908 o-Chlorotoluene ng/L 8260B/5030 < 2.0
MB VOC 120908 p-Chlorotoluene ng/L 8260B/5030 <2.0
MB VOC 120908 Pentachloroethane ng/L 8260B/5030 < 5.0
MB VOC 120908 Tetrachloroethene ng/L 8260B/5030 <2.0
MB VOC 120908 trans 1,2-DichlQroethene pg/L 8260B/5030 <2,0
MB VOC 120908 trans 1,3-Dichloropropene ng/L 8260B/5030 <2,0
MB VOC 120908 trans l,4-Dichloro-2-bulene . ng/L 8260B/5030 < 2.0
MB VOC 120908 Trichloroethene ng/L 8260B/5030 <2.0
MB VOC 120908 Trichlorofluoromethane ng/L 8260B/5030 <2.0
MB VOC 120908 Vinylchloride ng/L 8260B/5030 < 1,0
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
12/9/2008
ReportDate: 12/12/2008 Page 10 of 12
ipllsebleVWMWA. SDvS^lKRA aJ^KKB" In accBIMK NELAl^HBi. PettlrBBMng Infoi^HHBocaled SH
lacllan ivllti the advertisement. Dromotion or sale of anv oroduct or orooess. or In connecUon vrlth the re-oiiblicatlon oflNs reuoit for anv
Pched Cll HVeport Is^
n tnr thft arirtip^^Hf* v.
e. Pitvl^^^^flubsequ^^^Wfthe namWWWTOrmponyxfflinHariibar ofTI^taff^r reproduction ol
Ay||ic^yiy|/ES|g|^A]|^CA||i^Bq|Mgro^il
463 West 3600 South
Salt Lake City, Utah 84115
[phone], Toll Free [phone]. Fax [phone]
e-mail; [e-mail], web; www.awal-labs.com
«F (^^M
irato^^ir oratory Director
Jose Rocha
QA Officer
QCSUMMARY REPORT
CLIENT: Wasatch Environmental
Work Order: L87927
Project: Quality Linen, SLC, UT / 1076-006A
Depi: MSVOA
SampType: MS
Sample ID Analyte Units Method Result
Amount
Spiked
Original
/Vmount %REC Liinits %RPD RPD Limit Qualifiers
Aiialysis
Date
L87927-01AMS
L87927-01AMS
L87927-01AMS
L87927-01AMS
L87927-01/VMS
L87927-01AMS
L87927-01AMS
L87927-01AMS
L87927-01AMS
1,1,1-Trichloroethane
1,1-Dichloroethene
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
Chlorobenzene
Chloroform
Melhylene chloride
Trichloroethene
Mg/L
Mg/L
Mg/L
Mg/L
M&/L
Mg/L
Mg/L
Mg/L
Mg/L
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
19.72
19.42
16.89
19.55
20.85
16.22
18.50
21.88
17.49
20
20
20
20
20
20
20
20
20
0
0
0
0
0
0
. 0
0
0
98.6
97.1
84.4
97,8
104
81.1
92.5
109
87.5
67-147
62-152
70-130
39-162
70-130
77-123
50-146
65-135
61-153
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
Report Date: 12/12/2008 Page 11 of 12
I attalyses appllcablo lo the CWA, BDWA, and BCftA ere partormetf in accjoidance to NELAC protocols. Pertinent sampling Infomiation Is located on the attached GOC. This repon Is provided for the exclusive use of the addressee. Privileges of eubseqirenl usa of the name of this cotnpany or any member of ils alaff, oneproductlon of
< rnncitlti finnnrit^irin with ihfl Bffveiflsement. oromollon or sale of anv nroduct or orocess. orin connection vjilli llie re-oubtu;atloii oflhis renort fm anv n,iin(jsp. otnftr thun tm ihr* ^iliUnx^.^.... will h. i.r'.ni.,l nnl.. nn rn,.i-ri Ttii. nnn.^....,, .nn.n.. ..„.„.,i.ii]k„ ...... *.-.K- ..,.. -.-• . .'•
AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
SaltLake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail; [e-mail], web: v\fww.awal-labs.com
Kyle F. Gross
Laboratory' Director
Jose Rocha
QA Officer
QC SUMMARY REPORT
CLIENT: Wasatch Environniental
Work Order: L87927
Project: Quality Linen, SLC, UT / 1076-006A
Dept: MSVOA
SampType: MSD
Sample ID
L87927-01AMSD
L87927-01AMSD
L87927-0IAMSD
L87927-01AMSD
L87927-01AMSD
L87927-01AMSD
L87927-01AMSD
L87927-01/UV1SD
L87927-01AMSD
/Vnalyte
1,1,1-Trichloroethane
1,1-Dichloroelhene
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
Chlorobenzene
Chloroform
Methylene chloride
Trichloroethene
Units
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L-
Mg/L
Method
8260B/5030
82608/5030
8260B/5030
8260B/5030
82608/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
Result
20.03
19.65
17,13
20.12
21.56
16.75
19,13
22.26
17.70
Amount
Spiked
20
20
20
20
20
20
20
20
20
Original
Amount
0
0
0
0
0
0
0
0
0
%REC
100
98.2
85.7
101
108
83.8
95.7
111
88.5
Liinits
67-147
62-152
70-130
39-162
70-130
77-123
50-146
65-135
61-153
%RPD
1.56
1.18
1.41
2.87
3.35
3.22
3.35
1.72
1.19
RPD Limit
25
25
25
25
25
25
25
25
25
Analysis
Qualifiers Date
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
ReportDate: 12/12/2008 Page 12 of 12
Inalyses applicable HelifA SD JUBITORA araWBPd In accH^^l NEUkC^^W. Pertln^^Wno Infor^^Wocaled <^^W:hed Ctl^^Wepon Is ^^Wor tha ai^^^e of inelWISIe. PrfvllaeSrabsequenriEWnha namfflHHscompany or any member of ils slaff, or reproduction ol
American West Analytical Labs
WORK ORDER Summary
Client ID: WAS580
Project: Quality Linen, SLC, UT /1076-006A
Comments: NP-; PA Rush; QCLevel: 1
(yi/ui-e^tAlhiJ l'2-/l^o^
QCLevel: 1
Location:
If^ m-
05-Dec-08
WorkOrder L87927
Contact: Rebecca Studenka
i-i.. .t^e %.
Sample ID
L87927-01A
L87927-02A
L87927-03A
Client Sample
GP-29 @ 15-20'
GP-30 @ 25-30'
Trip Blank
ID Collection Date
12/5/2008 10:45:00 AM
12/5/2008 12:00:00 PM
12/5/2008
Date Received
12/5/2008
Date Due
12/16/2008
12/16/2008
12/16/2008
IMatrix
Aqueous
Test Code
8260-W-VOX
8260-W-VOX
8260-W-VOX
Storage
VOCFridge
VOCFridge
VOCFridge
3
3
1
Page 1of1
: E^VmaNMETTAL SFEOAUSrS . 50ZLS >W«D FOVNDAHCM Bt&s^^ .
FROJECT-MUIUiBB^
247£? !«E3r CAUFCRMA AVmUE' S4L7L4KE OT/. U7JJW 3*iC4 • PHQWe (BO-*; 3F72-i4m • FAX (BOI) STS-S^SS
WS SITE: waiKUts^ste^iutnuHTHiinnnta' aran • F-iiUL: aBaaiMBssrtgj^aimnBiBaMite/finm i:J- ?'
Lab Set ID; TiZI
^ '^
Samples Were: COC Tape Was: Container Type: NZRJ ec.
D Sjiipped By:
[friand Delivered"
Present on Outer Package
D Yes llw4o D N/A
D AWAL Supplied Plastic
D AWAL Supplied Clear Glass
DAynbient
[Tthilled
Unbroken on Outer package
DYes DNo i^/A
D AWAL Supplied Amber Glass
Temperature A. '^ °C
Rec. Broken/Leaking D Yes • No D N/A
Present on Sample
• Yes dT<o ON/A
D AWAL Supplied VOA/TOC/I0l( Vials
D Amber D Clear D Heacjspace DNo Headspace
• Non AWAL SuppjiefTContainer ~
Notes: Unbroken on Sample
D Yes D No DWA
Notes:
Properly Preserved DYes Br^o DN/A
'^°'^''= VCio^M'leS NAC'Vpvt.'-^\'\'^^^<^^'^c\l
Notes:
Rec. WithiivHold DYes DNo Discrepancies Between Labels and COC DYes l&No
Notes: Notes:
^-Jb.5
Bottle Type
Ammonia
COD
Cyanide
Metals
NO2&NO3
Nutrients
O&G
Phenols
Sulfide
TKN
TOC
TPO4
TPH ^
y^
y
Preservative
pH <2 H2SO4
pH <2 H2SO4
PH>l2NaOH
pH <2HN03
pH <2 H2SO4
pH <2 H2SO4
pH <2 HCL
pH<2H2S04
pH > 9NaOH, Zn^fi^
pH <2 H2SQ4^
pH <V^0^
pH^2 H2SO4
p^ <2 HCL
All pHs OK
-^
^.^
--^
.
r^
y
.. .
^'•
y
.
Proceijure: 1) Pour a small amount of sample in the sample lid
2) Pour sample from Lid gently over wide range pH paper
3) Do Not dip the pH paper In the sample bottle or lid
4) If sample is not preserved properly list its extension and receiving pH in the appropriate column above
5) Flag COC and notify client for further instructions
6) Place client conversation on GOC
7) Samples may be adjusted at client requesi
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
Toll Free [phone]
Fax [phone]
e-mail: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocfaa
QA Officer
ORG/\MC ANALYSIS REPORT
Client: Wasatch Environmental
Project ID: Quality Linen, SLC, UT / 1076-006A
Lab Sample ID: L87946-02A
FieldSamplelD: TripBIank
Collected: 12/8/2008 10:10:00 AM
Received: 12/8/2008
Analysis Requested; 8260B/5030B
Analytical Results
Units = |ig/L
Dilution Factor = 1
Compound
1,1,1,2-TetrachIoroethane
1,1,1-Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1 -Dichloro-1 -propene
1,1 -Dichloroethane
1,1-Dichloroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinylether
Alyl chloride
Benzyl chloride
Bis(2-chloroisopropyl)ether
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
Contact:
1
Rebecca Studenka • •
1 •
Analyzed: 12/10/2008 4:01:00 PMI
Haloeenated VOCs bv GC/MS 8260B|
Reporting
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
5.0
5.0
2.0
2.0
2.0
2.0
5.0
^imit
/
Analytical |
Result
<2.0 1
<2.0 •
<2.0 .
<2.0 1
<2.0
<2.0 •
<2.0 •
<2.0 -
<2.0 1
<2.0
<2.0 •
<5.0 •
<2.0
<2.0 1
. <2.0
<2.0 •
<2.0 1
<2.0
<2.0 1
<2^0
<5.0 •
<5.0 1
<5.0
< 5.0 1
<2.0
<2.0 •
<2.0 1
<2.0
<5.0 1
ReportDate: 12/12/2008 Page 4 ofl 0
All analyses applicable to the CWA, SDWA, and RCRA aro performed in accordanca to NEL7\C protocols. Pertinent sampling infomiation is located on the attached COC This repoi
provided for the exclusive use of the addressee. Privileges of subsequent use of the name of this comoanv or anv mBtnhpr nf ito otaff nr ronmri. ir-tinr, nf M^ r.=nn„ i„ ^nnr,«>^«,,r, I
-nJ|
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
SaltLakeCity, Utah
84115
I [phone]
oil Free [phone]
Fax [phone]
: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
LabSamplelD: L87946-02A
Field Sample ID: Trip Blank
Collected: 12/8/2008 10:10:00 AM
Received: 12/8/2008
Analysis Requested: 8260B/5030B
Analytical Results
Analyzed: 12/10/2008 4:01:00 PM
Halogenated VOCs by GC/MS ••8260B
Units = p. g/L
Dilution Factor •
Compound
1
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlo ro difluo romethane
lodomethane
Methylene chloride
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachloroethene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans 1,4-Dichloro-2-butene
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
Surr: l,2-Dichloroethane-d4
Surr: 4-Bromofluorobenzene
Surr: Dibromofluoromethane
Surr: Toluene-d8
Repotting Limit
2.0
2.0
2.0
2.0
3.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
1.0
81-143
85-115
80-124
88-120
Analytical
Result
< 2.0
<2.0
<2.0
<2.0
<3.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<1.0
103
99.5
102
92.2
ReportDate: 12/12/2008 Page 5 of 10
tnalyses applicable to the CWA, SDWA, and RCRA are perfonmed In accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. This report is
ided fpr the exclusive use of the addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with
AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
SaltLakeCity, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
Kyle F. Gross
Laboratory Diiector
Jose Rocha
QA Officer
QC SUMMARY REPORT
CLIENT: Wasatch Environmental
Work Order: L87946
Project: Quality Linen, SLC, UT / 1076-006A
Dept: MSVOA
SampType: LCS
Saraple ID Analyte Units Method Resull
Amount
Spiked
Original
Amount %REC Limits %R,PD RPD Limit Qualifiers
Analysis
Date
LCS voc 121008 1,1,1-Trichloroethane
LCS VOC 121008 1,1-Dichloroethene
LCS VOC 121008 1,2-Dichlorobenzene
LCS VOC 121008 1,2-Dichloroethane
LCS VOC 121008 1,2-Dichloropropane
LCS VOC 121008 Chlorobenzene
LCS VOC 121008 Chloroform
LCS VOC 121008 Melhylene chloride
LCS VOC 121008 Trichloroethene
Mg/L .
pg/L
fg/L
Mg/f-
i'g/L
Ug/L
(ig/L
Hg/L
pg/L
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
21,18
20.85
19.19
19.81
19,56
20,25
20.19
20.15
21,64
20
20
20
20
20
20
20
20
20
0
0
0
0
0
0
0
0
0
106
104
96.0
99.0
97,8
101
101
101
108
73-132
53-153
70-130
60-137
80-125
74-124
67-132
67-138
54-152
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
ReportDate: 12/12/2008 Page 6 of 10
'l„cnnn..:.ilnnJlli.it,n n*,i.rU»»m«nl. DrnmollDn or sale of arv ofoduot or DrocoBS. or In oonnaclloii v/llli Ihe lo-Dubllcalion of lids leoorl for am ouroose olliaf Ihun for tha aodressae .nil ta oranlad o ••. ••. wm. wm wm
^" ^" TS WesOTo Soutii
Salt Lake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail; [e-mail], web: www.awal-labs.com
^tH)oratD^5irecio^^
Jose Rocha
QA Officer
OC SUMMARY REPORT
CLIENT: Wasatch Environmental
WorkOrder: L87946
Project: Quality Linen, SLC, UT / 1076-006A
Dept: MSVOA
SampType: MBLK
Sample ID Analyte Units Method Result
Amount
Spiked
Original
Amount %REC Limits %RPD RPD Limit Qualifiers
Analysis
Date
MB VOC 121008
MB VOC 121008
MB VOC 121008
MB VOC 121008
MB VOC 121008
MB VOC 121008
MB VOC 121008
MB VOC 121008
MB VOC 121008
MB VOC 121008
MB VOC 121008
MB VOC ^ 1008
MB VOC 121008
MB VOC 121008
MB VOC 121008
MB VOC 121008
MB VOC 121008
MB VOC 121008
MB VOC 121008
MB VOC 121008
MB VOC 121008
MB VOC 121008
MB VOC 121008
MB VOC 121008
MB VOC 121008
MB VOC 121008
MB VOC 121008
MB VOC 121008
MB VOC 121008
1,1,1,2-Telrachlorpethane
1,1, l-Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-l,2,2-trifluoroetha
1,1,2-Trichloroethane
1,1 -Dichloro-1 -propene
1,1-Dichloroethane
1,1-Dichloroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1.4-Dichlorobenzene
2,2-Dichloropropane
^-Chloroelhylvinylether
Allyl chloride
Benzyl chloride
Bis(2-chloroisopropyl)ether
Bromobenzene
Broitiochloromethane
Bromodichloromethane
Bromoform
Bromomethane
Mg/L
Itg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L -
Mg/L
Mg/L
Mg/L
pg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5O30
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
<2.0
<2.0
<2,0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2,0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<5.0
<5.0
<2,0
<2,0
<2,0
<2.0
<5.0
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
ReportDate: 12/12/2008 Page 7 of 10
alvses aooHcablo to the CWA. 6DWA, and RCRA ara penoimad In accordance to NELAC protocols. Pertinent sampling Information Is located on the attaehad COC. This repoit Is provided (or the exclusive use of the addressee. Privileges of sutisequent use of the name of this company or any member of Its staff, or reproduction ot
ihl^loort In connection with tha advtrllserTtent. Dromotion or sale of any product or process, orin connection v^lll the re-puplicailon of llils rapon for any purpose otherthan lor Ihe addiessee v/ill ba granied only on conlact. This company accepts no resoonsibilitv exteotforthe due Det<onnancfl oflnsnartlrtu andinr anai.j.i. in nnnji ..m.
AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
Salt Lake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail; [e-mail], web: www.awal-labs.com
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
QC SUMMARY REPORT
CLIENT:
Work Order:
Project:
MB VOC 121008
MB VOC 121008
MB VOC 121008
MB VOC 121008
MB VOC 121008
MB VOC 121008
MB VOC 121008
MB VOC 121008
MB VOC 121008
MB VOC 121008
MB VOC 121008
MB VOC 121008
MB VOC 121008
MB VOC 121008
MB VOC 121008
MB VOC 121008
MB VOC 121008
MB VOC 121008
MB VOC 121008
MB VOC 121008
MB VOC 121008
MB VOC 121008
MB VOC 121008
Wasatch Environmental
L87946
Quality Linen, SLC, UT/ 1076-006A
Dept: MSVOA
SampType: MBLK
Carbontetrachloride pg/L 8260B/5030 < 2.0
Chlorobenzene pg/L 8260B/503O < 2,0
Chloroethane pg/L 8260B/5030 <2,0
Chloroform pg/L 8260B/5030 < 2.0
Chloromethane pg/L 8260B/5030 < 3.0
Chloroprene pg/L 8260B/5030 <2.0
cis 1,2-Dichloroethene pg/L 8260B/5030 < 2,0
cis 1,3-Dichloropropene pg/L 8260B/5030 < 2.0
Dibromochloromethane pg/L 8260B/5030 < 2.0
Dibromomethane pg/L 8260B/5030 < 2.0
Dichlorodifluoromethane pg/L 8260B/5030 < 2,0
lodomethane pg/L 8260B/5030 < 2.0
Methylenechloride pg/L 8260B/5030 < 2.0
o-Chlorotoluene pg/L 8260B/5030 < 2.0
p-Chlorotoluene pg/L 8260B/5030 <2,0
Pentachloroethane pg/L 8260B/5030 <5,0
Tetrachloroethene pg/L 8260B/5030 <2.0
trans 1,2-Dichloroethene. pg/L 8260B/5030 <2.0
trans 1,3-Dichloropropene pg/L 8260B/5030 < 2.0
U-ans L4-Dichloro-2-butene pg/L 8260B/5030 < 2.0
Trichloroethene pg/L 8260B/5030 <2,0
Trichlorofluoromethane pg/L 8260B/5030 <2.0
Vinylchloride pg/L 8260B/5030 < 1,0
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
ReportDate: 12/12/2008 Page 8 of 10
ras company or any member'of Its staff, or reproduction ol
iAlHlCAl
463 West 3600 South
Sah Lake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
Laboratory Director
Jose Rocha
QA Officer
QC SUMMARY REPORT
CLIENT: Wasatch Envirorunental
Work Order: L87946
Project: Quality Linen, SLC, UT /1076-006A
Dept: MSVOA
SampType: MS
Sample ID
L87833-01AMS
L87833-01AMS
L87833-01AMS
L87833-01AMS
L87833-01AMS
L87833-01AMS
L87833-01AMS
L87833-01AMS
L87833-01AMS
Analyte
1,1,1-Trichloroethane
1,1-Dichloroethene
1,2-Dichlorobenzene
1,2-Dicliloroethane
1,2-Dichloropropane
Chlorobenzene
Chloroform
Methylene chloride
Trichloroethene
Units
MgA.
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Mg/L
Method
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
Result
1049
1014
875.5
945.5
927.5
959.0
972.5
967.5
1076
/Amount
Spiked
1000
1000
1000
1000
1000
1000
1000
1000
1000
Original
Amount
0
0
0
0
0
0
0
0
0
%R£C
105
101
87.6
94.6
92.8
95.9
97.2
96.8
108
Analysis
Limits %RPD RPD Limit Qualifiers Date
67-147
62-152
70-130
39-162
70-130
77-123
50-146
65-135
61-153
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
ReportDate: 12/12/2008 Page 9 of 10
hi tha CWA SDWA end RCftA are performed In aceonJanoe to NELAC protocols. Pertinent sanipUry inforniation Is located on the attached COC. This laport is provided for fhe exctusivo usa of the addressee. Privileges of suDsequont use of th» nama of this company or any member of Its slaff, or repfoductlon ol
AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
Salt Lake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail: [e-mail], web: www.awal-labs.com
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
OC SUMMARY REPORT
CLIENT: Wasatch Environmental
Work Order: L87946
Project: Quality Linen, SLC, UT /1076-006A
Dept: MSVOA
SampType: MSD
Sample ID
L87833-01AMSD
L87833-01AMSD
L87833-01AMSD
L87833-01AMSD
L87833-01AMSD
L87833-01AMSD
L87833-01AMSD
L87833-01AMSD
L87833-0IAMSD
Analyte
1,1,1 -Tri chloroethane
1,1-Dichloroethene
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
Chlorobenzene
Chloroform
Methylene chloride
Trichloroethene
Units
Mg/L
Mg/L
Mg/L
Mg/L
M8/L
Mg/L
Mg/L
Mg/L
Mg/L
Method
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
8260B/5030
Result
1020
966.5
867.5
928.0
908.5
940.0
955,5
943.5
1056
/^nount
Spiked
1000
1000
1000
1000
1000
1000
1000
1000
1000
Original
Amount
0
0
0
0
0
0
0
0
0
%REC
102
96.7
86.8
92.8
90.8
94.0
95,6
94.4
106
Limits
67-147
62-152
. 70-130
39-162
70-130
77-123
50-146
65-135
61-153
%RPD
2.75
4.85
0.918
1.87
2.07
2.00
1.76
2.51
1.78
RPD Limit
25
25
25
25
25
25
25
25
25
Analysis
Qualifiers Date
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
12/10/2008
' 12/10/2008
12/10/2008
12/10/2008
Report Date: 12/12/2008 Page 10 of 10
lappllca^H^B^WA. s| • RCRA
IT of »nv DfSouo^r oroce&sror In connection wilh
ipjing Inmi'^ locatt^^^^tlached
i^e-DubllcaIio[^nni6 report ro^n^utpose otl
9 reportB|^|Hd for th^|H|H uzo ot ^^HBsee. P^IHHf eut]sec^^^BB}f the n^^^BB compalPHiPmembei
[ajnor tlie aouresse^will be fltaritec^nw on contact. This ccimoanv ecceots no resoonBibllllv exceot forthe dna nnifnrmAnon nnnfirthfiiii
American West Analytical Labs
WORK ORDER Summary
Client ID: WAS580
Project: Quality Linen, SLC, UT / 1076-006A
Comments: PA Rush; QCLevel: 1
j^^,„^.^,j2rT' H^oi-
QCLevel: 1
Location: _^.S^
Ik
(i8-Dec-Q8
Work Order L87946
Contact: Rebecca Studenka
^^
Sample ID
L87946-01A
L87946-02A
Client Sample ID
GP-30 @ 15-20'
Trip Blank
Collection Date
12/8/2008 10:10:00 AM
Date Received
12/8/2008
Date Due
12/17/2008
12/17/2008
Matrix
Aqueous
Test Code
8260-W-VOX
8260-W-VOX
Storage
VOCFridge
VOCFridge
3
1
Page ^ol^
WASATCH ^MROMMSNTAL, MC
: Ei^VIROMMErrAL SPEOAUSrS .
WASATCH QECTsCHNlCAL, mc.
SOILS AND FOUNDATION StfQWfl=R5
peCSJSCT RSUMBSi-: {(ZTl^-OO,'^ A
2410 WEST" CAUFORNIA AV&IUE • SALT UKE OTY. 'JTAH 34104 • WffiWE (SBI) 372^Ma • FAX (BOt) 972-*® -1
Lab Set ID: ^l^lAkT' A^^''
Samples Were:
D Shipped By:
Q-H'and Delivered
D Ambient
Q-thilled o-v-,^
Temperature Y) , Z
Rec, Broken/Leaking
L^'i^X-
"C
DYes
i
• Bf^o DN/A
Notes:
Properly Preserved
Notes:
Rec, Within Hold
Bi'es
.--••'
Q-^'es
DNo DN/A
DNo
Notes:
COC Tape Was:
Present on Outer Package
DYes B-T^o DN/A
Unbroken on Outer package
D Yes D No BfJ/A
Present on Sample
D Yes Dl^o D N/A
Unbroken on Sample
QYes DNo DT^J/A
Notes:
Container Type:
D AWAL Supplied Plastic
D AWAL Supplied Clear Glass ^
D AWAL Supplied Amber Glass ^•^''
D AWAL Supplied VOA/TOC/TGX^Yials
D Amber D Clear D Headspace_,QlQo Headspace
D Non AWAL Supplied Qontainer
No, Rep/
y^
.y
Notes: ^^^
.,-•-'"''
...•••'
,.--•••
.,••'
Discrepancies Between Labels and COC • Yes 0No
Notes:
Bottle Type
Ammonia
COD
Cyanide
Metals
NO2&NO3 '
Nutrients
O&G
Phenols
Sulfide
TKN
TOC
TPO4
TPH
Preservative
pH <2 H2SO4
pH <2 H2SO4
PH>I2NaOH
JDH <2 HNO3
pH <2 H2SO4
pH <2 H2SO4
pH <2 HCL
pH <2 H2SO4
pH > 9NaOH, ZnAC
pH<2H2S04
pH <2 H3PO4
pH<2H2S04
pH<2HCL ..X"
..••'*
_...-'••
Ali pHs OK
.,-'"'
.'-•••
.y
,,
,.'-••
/-"
y^'
^
./•-
^
/
^
^
^
y^
^.— —
•
.
Procedure; 1) Pour a small amount of sample in the sample lid
2) Pour sample from Lid gently over wide range pH paper
3) Do Not dip the pH paper in the sample bottle or lid
4) If sample is not preserved properly list Its extension and receiving pH in the appropriate column above
5) Flag COC and notify client for further instructions
6) Place client conversation on COC
7) Samples may be adjusted at client request
.A
AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
SaltLakeCity, Utah 84115
[phone]
email: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
ORGANIC ANALYSIS REPORT
Client: Wasatch Environmental
Project ID: Quality Linen / 1076-006A
LabSamplelD: L88122-03A
Field Sample ID: Trip Blank
CoUected: 12/16/2008
Received: 12/16/2008
Analysis Requested:
Analytical Results
8260B/5030B
Contact: Rebecca Studenka
Analyzed: 12/23/2008 11:41:00 A
Haloeenated VOCs bv GC/MS 8260B
Units = |ig/L
Dilution Factor = 1
Compound Tech MDL
Reporting
Limit
Analytical
Result
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
0.2
<2.0
<2.0
U
u
u
u
u
u
u
u
u
u
u
u
u
u.
u
u
JB
u
u
1,1,1,2-TetrachIoroethane
1,1,1 -Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-trifluoroethane
1,1,2-Trichloroethane
1,1-Dichloro-l-propene
1,1 -Dichloroethane
1,1 -Dichloroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dicliloroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobeiizene
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
0.19
0.11
0.2
0.21
0.17
0.2
0.15
0.15
1.5
0.33
0.35
1.2
0.19
0.13
0.21
0.12
0.16
0.23
0.26
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
ReportDate: 12/29/2008 Page 8 of 10
All analysa applicable to the CWA. SDWA and RCRA are perfonned in accordance to NELAC protocols. Pertinent sampling information is localed on the attached COC. This report is provided for the e;cdusive use ofthe addressee
Privileges of subsequent use ofthe name of this company or any member of its staff, or reproduction oflhis report in connecnon wilh the advertisement, promotion or sale of any produa or piocess. orin connection with the re-pubticalion of
this reportfor any purpose other than for the addiessee will be aranted only on conlacL This company accepts no responsibility excepi for the due peiformance of inspection anti/or analysis in good faith and according to the rules of the trade
and of science.
I
I
AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
SaltLakeCity, Utah84115
[phone]
email: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
•LabSamplelD: L88122-03A
Field Sample ID: Trip Blank
Eollected: 12/16/2008
eceived: 12/16/2008
•Analysis Requested:
Analytical Results
8260B/5030B
Analyzed: 12/23/2008 11:41:00 A
Halogenated VOCs bv GC/MS 8260B
I
i
nits = )ig/L
ilution Factor = 1
ompound Tech MDL
Reporting
Limit
Analytical
Result
<2.0
<5.0
<5.0
<5.0
<5.0
<2.0
<2.0
6.3
<2.0
<5.0
<2.0
<2.0
<2.0
27
<3.0
<2.0
<2.0
<2.0
4.4
<2.0
<2.0
<2.0
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
p,2-Dichloropropane
2-Chloroethylvinylether
Jjlyl chloride
Benzyl chloride
ftis(2-chloroisopropyl)ether
Bromobenzene
Bromochloromethane
Bromodichloromethane
t romofonn
romomethane
Karbon tetrachloride
hlorobenzene
fhloroethane
hloroform
i hloromethane
hloroprene
cis 1,2-Dichloroethene
Hs 1,3-Dichloropropene
Dibromochloromethane
•ibromomethane
Dichlorodifluoromethane
•domethane
I
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
0.21
1
0.53
2.5
1.3
0.12
0.27
0.21
0.44
0.3
0.15
0.09
0.3
0.24
0.68
0.14
0.33
0.16
0.2
0.11
0.22
0.18
2.0
5.0
5.0
5.0
5.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
3.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
ReponDate: 12/29/2008 Page 9 oft 0
All analyses applieahle to the CWA, SDWA. and RCRA arc perfonned in accordance to NELAC protocob. Pemnenl sampling infomialion is located on the attached COC. This report is provided for the exclusive use of the addressee
Pvilcges ofsubsequent use ofthe name of this company or any member of its staff, or reproduction of this report in conneciion with the advenisement, promolion orsaieof any product or process, orin connectioti widi the re-pubiicanon of
s report for any purpose other than forthe addressee will be gi^inted only on contact Tliis company accepts no responsibility except for the due perfomiance of inspecdon and/or analysis in good failh and according to the rules ofthe trade
iof science
4'P l'o?!
AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
Salt Lake City, Utah 84115
[phone]
email: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Lab Sample ID: L88122-03A
Field Sample ID: Trip Blank
CoUected: 12/16/2008
Received: 12/16/2008
Analyzed: 12/23/2008 11:41:00 A
Analysis Requested:
Analytical Results
8260B/5030B
Halogenated VOCs bv GC/MS 8260B
Units = Ug/L
Dilution Factor = 1
Compound Tech MDL
Reporting
Limit
Analytical
Result
Methylene chloride
o-Chlorotoluene
p-Chlorotoluene
Pentacliloroethane
Tetrachloroethene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans l,4-Dichloro-2-butene
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
Surr: 1,2-Dichloroethane-d4
Surr; 4-Bromofluorobenzene
Surr: Dibromofluoromethane
Surr; Toluene-d8
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
DF
0.25
0.26
0.26
0.38
0.18
0.16
0.1
0.33
0.1
0.11
0.16
0
0
0
0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
1.0
81-143
85-115
80-124
88-120
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
< 1.0
112
95.6
102
105
U
u
U
u
u
u
u
u
u
u
u
U - This flag indicates the compound was analyzed for but not detected above the MDL.
J - Estimated value between the MDL and the reporting limit (PQL). Results are accurate to one significant
figure.
B - This analyte was also detected in the method blank below the reporting limit.
Report Date: 12/29/2008 Page 10 of 10
All Qiulyses applicable to the CWA, SDWA, and RCRA ;ire performed in accordance to NELAC protocols. Pertinent sampling information is locaied on the anached COC. This report is provided for the exclusive usa ofthe addicsse&
Privileges of subsequent use ofthe name of this company or any member of iu stofE^ or reproduction of this reportin coimecnon with the advertisement, promoQon or sale of any product or process, orin connecdon with the re-publicmon of
ttiis report for any purpose other than for the addressee will be granted only on contact This company accepts no responsibility except for the due performance of inspectian and/or analysis in good faith and according lo ihe rules of the trade
and of science.
m^
ORGANIC ANALYSIS REPORT
Client: Wasatch Environmental
Project ID: Quality Linen /1076-006A
AMERICAN Lab Sample ID: L88122-03A
WEST Field Sample ID: Trip.Blank
ANALYTICAL CoUected: 12/16/2008
LABORATORIES
Contact: Rebecca Studenka
[phone]
|U Free [phone]
Fax [phone]
: [e-mail]
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Received: 12/16/2008
Analysis Requested: 8260B/5030B
Analytical Results
Analyzed: 12/23/2008 11:41:00 A
Haloeenated VOCs bv GC/MS 8260B
463 West 3600 South
Salt Lake City, Utah
84115
Units = |ig/L
Dilution Factor = 1
Compound
1,1,1,2-TetrachIoroethane
1,1,1 -Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloro-1,2,2-trifluoroethane
1,1,2-Trichioroethane
1,1 -Dichloro-1 -propene
1,1 -Dichloroethane
1,1-Dichloroethene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chloroethylvinylether
AUyl chloride
Benzyl chloride
Bis(2-chloro isopropyl)ether
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromofonn
Bromomethane
rting Limit
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
5.0
5.0
5.0
2.0
2.0
2.0
2.0
5.0
Analytical
Resuk
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<5.0
<5.0
<2.0
<2.0
6.3
<2.0
<5.0
ReportDate: 12/23/2008 Page 6 of?
Allan
Hat
^^nalyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC prcitocols. Pertinent sampling infomiation is located on ttie attached COC. This report is
-^ided for the exclusive useof the addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with
•advertisement promotion or sale ot any product or process, or in connection with the re-publication of this report for any purpose other than for the addressee will be granted only
AMERICAN
" WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
ToU Free [phone]
Fax [phone]
e-mail: awal@,awal-labs.com
Kyle F. Gross
Laboratory Director
Jose Rocha
QA Officer
Lab Sample ED: L88122-03A
Field Sample ID: Trip Blank
CoUected: 12/16/2008
Received: 12/16/2008
AnalysisRequested: 8260B/5030B
Analytical Results
Units = |ig/L
Dilution Factor = 1
Compound
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis 1,2-Dichloroethene
cis 1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
lodomethane
Methylene chloride
o-Chlorotoluene
p-Chlorotoluene
Pentachloroethane
Tetrachlo roethene
trans 1,2-Dichloroethene
trans 1,3-Dichloropropene
trans 1,4-Dichloro-2-butene
Trichlorofluoromethane
Trichloroethene
Vinyl chloride
Surr: 1,2-DichIoroethane-d4
Surr: 4-Bromofluorobenzene
Surr: Dibromofluoromethane
Surr: Toluene-d8
1
•
•^
Analyzed: 12/23/2008 11:41:00 A J
•
Halogenated VOCs by GC/MS 8260Bi
Reporting Limit
2.0
2.0
2.0
2.0
3.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
2.0
2.0
2.0
2.0
2.0.
2.0
1.0
81-143
85-115
80-124
88-120
/
Analytical •
Result
<2.0 1
<2.0
< 2.0 •
27 W
<3.0
<2.0 1
<2.0
<2.0 . •
4.4 1
<2.0
<2.0 1
<2.0
<2.0 •
<2.0 1
<2.0
<5.0 1
<2.0
<2.0 . .
<2.0 1
<2.0
<2.0 •
<2.0 •
< 1.0 -
112 1
95.6
102 I
105 W
ReportDate: 12/23/2008 Page 7 of? •
All analyses applicable to the CWA, SDWA, and RCRA are perfomied in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. niis report
provided for the exclusive use of the addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection ^\
the advertisement promotion or sale of any product or process, or in connection with the re-publlcation of this report fbr any purpose other than for the addiessee wili be granted cl
WASATCH ENVIRONMENTAL, INC.
ENVIRONMENTAL SCIENCE AND ENGINEERING
U1AH UI\/ISiUl\l UF
SOLID & HAZARDOUS WASTE
^0/0. 0/H3O
REMEDIAL INVESTIGATION/FEASIBILITY STUDY
QUALITY LINEN
1024 SOUTH 200 WEST
SALT LAKE CITY, UTAH
Project No. 1076-006B
Prepared For
Mr. Lee Crayk
Quality Linen
1024 South 200 West
Salt Lake City, Utah 84101
April 12, 2010
Prepared by
Wasatch Environmental, Inc.
2410 West California Avenue
Salt Lake City, UT 84104
24*0 WESTCAUFORNIA AVENUE
SALT LAKE CITY, UTAH84104
PHONE [phone]
FAX [phone]
e-mail: [e-mail]
www. wasatch-environmental. com
Draft Remedial Investigation/Feasibility Study Quality Linen
TABLE OF CONTENTS
Section Page No.
1. INTRODUCTION 1
1.1 Purpose and Organization of Report 1
1.1.1 Remedial Action Objectives 1
1.1.2 Report Organization 1
1.2 Site Description 2
1.3 Geology and Hydrogeology ...2
1.4 Summary of Previous Subsurface Investigation Activities 3
1.4.1 GaiaTech Investigation, April 2008 3
1.4.2 Wasatch Investigations, September and December 2008 3
2.0 RECENT SUBSURFACE INVESTIGATION ACTIVITIES 5
2.1 October 2009 Investigation 5
2.1.1 Field Quality Control Procedures 7
2.1.2 Groundwater Analytical Results 7
2.2 Cone Penetrometer Testing ......9
2.2.1 CPT Results 9
2.2.2 Hydraulic Conductivity .....9
2.2.3 Groundwater Analytical Results 10
2.3 Geochemicai Parameters 10
2.4 Conceptual Site Model 12
3.0 COMPARISON OF REMEDIAL APPROACHES 13
3.1 Excavation of Source Area 13.
3.2 Pump and Treat 14
3.3 Soil Vapor Extraction 14
3.4 Air Sparging 15
3.5 Bioremediation 15
3.6 Iron Permeable Reactive Barriers 15
3.7 In-Situ Chemical Reduction 16
3.8 Electrokinesis 17
3.9 Electrical Resistive Heating 17
3.10 Thermal Conductive Heating 18
3.11 No Remedial Action 18
3.12 Monitored Natural Attenuation... 19
4.0 RECOMMENDATIONS FOR REMEDIAL APPROACHES FOR THE QUALITY LINEN SITE 19
4.1 Removal of Contaminant Mass in Source Areas 19
4.2 Manage Shallow Groundwater Impacts Downgradient of Source Areas Within
Property_Boundaries 20
4.3 Manage Groundwater Impacts at Property Boundaries 20
4.4 Monitor Groundwater Impacts on Neighboring Properties 20
4.5 Monitor Deep Groundwater Impacts 20
5.0 REFERENCES 21
Wasatch Environmental, inc. Table of Contents
Page!
Draft Remedial Investigation/Feasibility Study QualityLinen
TABLE OF CONTENTS
(continued)
TABLES
Table 1 - Summary of Groundwater Sampling Chlorinated Solvent and Petroleum Hydrocarbon
Constituents
Table 2 - Summary of Soil Sampling Chlorinated Solvent and Petroleum Hydrocarbon Constituents
Table 3 - Estimates of Hydraulic Conductivity from Cone Penetrometer Testing
Table 4 - Summary of Soil Geochemicai Parameters
Table 5 - Summary of Groundwater Geochemicai Parameters
FIGURES
Figure 1 -
Figure 2 -
Figure 3 -
Figure 4 -
Figure 5 -
Figure 6 -
Figure 7 -
Figure 8 -
Figure 9 -
Figure 10
Site Map
Boring and Monitoring Well Location Map
Soil Analytical Results
Chlorinated Solvent Concentrations in Groundwater 5-15' BGS
Chlorinated Solvent Concentrations in Groundwater 15-20' BGS
Contaminant Source Area Location Map
PCE Impacted Groundwater Above Federal MCLs (15-20')
TCE Impacted Groundwater Above Federal MCLs (15-20')
cis 1,2-DCE Impacted Groundwater Above Federal MCLs (15-20')
-Vinyl Chloride Impacted Groundwater Above Federal MCLs (15-20')
APPENDICES
Appendix A - Soil Probe Logs
Appendix B - Analytical Results for Groundwater Samples
Appendix C - CPT Study
Appendix D - Analytical Results for Soil and Groundwater Geochemicai Samples
Appendix E - Groundwater Model Summary
Wasatch Environmental, Inc. Table of Contents
Page ii
Draft Remedial Investigation/Feasibility Study Quality Linen
DRAFT
REMEDIAL INVESTIGATION/FEASIBILITY STUDY
QUALITY LINEN
1024 SOUTH 200 WEST
SALT LAKE CITY, UTAH
1. INTRODUCTION
This Remedial Investigation/Feasibility Study (RI/FS) summarizes the remedial investigation activities that
have taken place and evaluates the potential remedial alternatives for soil and groundwater impacted
from past releases of chlorinated solvents at the Quality Linen site in Salt Lake City, Utah.
1.1 Purpose and Organization of Report
The purpose of this RI/FS report is to present our evaluation of remedial action alternatives for the Quality
Linen site. The Rl portion ofthe report presents and evaluates subsurface soil and groundwater data
collected in 2008 and 2009 and presents a conceptual and numerical model representing the extent of
impacts found at the site. The FS portion of the report focuses on remedial alternatives that address the
soil and groundwater impacts at the Quality Linen site.
1.1.1 Remedial Action Objectives
The Remedial Action Objectives (RAOs) for the Quality Linen site include the following:
Address soil and groundwater contaminants within source areas to a depth of 30 feet
below ground surface (bgs), or to the extent feasible.
Manage groundwater impacts downgradient of source areas, within property boundaries.
Manage groundwater impacts at property boundaries to decrease continued migration of
impacted groundwater off site.
Monitor groundwater impacts that have already crossed Quality Linen property
boundaries.
Monitor deep soil and groundwater impacts (greater than 30 feet) within Quality Linen
property boundaries.
1.1.2 Report Organization
This RI/FS report consists ofthe sections summarized below:
• Section 1: Introduction, discussion ofthe purpose and organization ofthe RI/FS report
and remedial action objectives, and description of previous investigations conducted at
the site.
• Section 2: Discussion of recent remedial investigation activities conducted at the site.
• Section 3: Identification and screening of remedial action alternatives.
Wasatch Environmental, Inc.
Draft Remedial Investigation/Feasibility Study Quality Linen
• Section 4: Discussion and recommendations of applicable remedial alternatives to the
site.
• Section 5: References.
1.2 Site Description
The Quality Linen site, located at 1024 South 200 West in Salt Lake City, Utah, was first developed with
single-family residences in the early 1940s. Quality Linen began laundry cleaning operations at the site in
1947 in a basement of one of the former residences. Over the years, the residences were removed and
the laundry operations were expanded. Dry cleaning operations were reportedly conducted from the
existing facility from the 1960s until approximately 1985.
The current Quality Linen facility is 1.92 acres in size and is located on five separate parcels (Figure 1).
Developed portions of the property include the following:
• A 52,974-square-foot main laundry facility constructed in 1956 and expanded in the 1990s
that is located between 200 West and Washington Street, extending south from Brooklyn
Avenue. The main building is utilized for washing, drying, shipping, receiving, and storage of
linens. A two-story office area is located in the northeast corner of the building.
• An 11,340-square-foot maintenance and storage building constructed in the 1950s and
expanded in the 1990s is located west of Washington Street and south of Brooklyn Avenue.
The building is used for general vehicle and plant maintenance and storage of delivery trucks,
equipment, and other supplies. Several trench floor drains and an oil/water separator are
located inside the building.
• An employee parking area to the north across West Brooklyn Avenue.
1.3 Geology and Hydrogeology
The Quality Linen site is located in the Salt Lake Valley, which covers approximately 500 square miles.
The valley is on the eastern edge of the Basin and Range physiographic province, and trends roughly
south to north. The Great Salt Lake is located on the northwestern edge. Mountain ranges border the
valley on the west and east. The average elevation of the valley floor is about 4,500 feet above sea level.
The primary occurrence of groundwater in the valley is the unconsolidated Quaternary deposits that fill
the valley. The thickness of the valley fill deposits ranges from 1,000 to 2,000 feet. The deposits are
comprised primarily of clay, silt, sand, and gravel that were originally laid down as lake deposits, mud/rock
flow deposits, alluvial fans, sand dunes, glacial deposits, and flood plain deposits. The Salt Lake Valley
contains groundwater in two principal aquifers; the shallow unconfmed aquifer and the deep, confined
aquifer.
The shallow unconfined aquifer is located near the ground surface, and is composed primarily of fine-
grained alluvial and lake deposits such as clay, silt, and fine sand. The thickness of the shallow
unconfined aquifer is generally 50 feet or less. Depth to water is typically less than 15 feet bgs. This
aquifer is recharged by upward leakage from the deep, confined aquifer, and from seepage from canals,
irrigation, and seasonal inflow from ephemeral streams. This aquifer is not considered to be a major
water-supply aquifer in the valley because of its relatively low yield and poor water quality.
The shallow aquifer is underlain by a 40 to 100-foot zone of relatively impermeable clay, silt, and fine
sand. This zone acts as a single bed to confine water in the underlying deep confined aquifer. The deep
confined aquifer is reported to be over 1,000 feet thick in the northern part of Salt Lake Valley, and
consists of interfingering, discontinuous beds of gravel, sand, silt, and clay.
Wasatch Environmental, Inc.
Draft Remedial Investigation/Feasibility Study Quality Linen
The overall regional movement of groundwater in both the deep confined and shallow unconfined aquifers
is generally to the west or northwest, toward the Great Salt Lake.
1.4 Summary of Previous Subsurface Investigation Activities
1.4.1 GaiaTech Investigation, April 2008
In April 2008, GaiaTech personnel conducted a review of historic documentation from the Quality
Linen site and identified the following Areas of Environmental Concern (AECs) regarding the
property:
• Historical Dry Cleaning Operations
• Former Kerosene Above Ground Storage Tank (AST)
• Water Treatment ASTs and Chemical Storage
• Underground Brine Pit
• Maintenance Building Operations
On April 22, 2008, GaiaTech supervised the completion of nine soil borings to investigate the
identified AECs. No borings were completed within the on-site buildings. A soil sample was
collected from each boring. Additionally, temporary monitoring wells were installed in each
boring, and groundwater samples were obtained to assess the groundwater conditions at the site.
All soil and groundwater samples were analyzed for volatile organic compounds (VOCs),
benzene, toluene, ethylbenzene, total xylenes and naphthalene (BTEXN), total petroleum
hydrocarbons (TPH), and total recoverable petroleum hydrocarbons (TRPH).
As discussed in the May 2008 Limited Phase II Site Investigation report prepared by GaiaTech,
the results of the investigation identified several locations in which VOC concentrations exceeded
the U.S. EPA Region 9 Preliminary Remediation Goals (PRGs) for soil and federal maximum
contaminant levels (MCLs) for groundwater. The highest concentrations were detected in the
boring just north ofthe maintenance building and the boring northwest of the chemical storage
area of the main building. Based on the analytical results, it appeared that there had been one or
more historical releases from the former dry cleaning operations at the site. Based on the
location ofthe soil and groundwater impacts and presumed groundwater flow direction to the
northwest, it was likely that impacts had migrated offsite.
Relatively low concentrations of benzene were detected at most of the groundwater sampling
locations in exceedance of the federal MCL of 5 ug/L. The GaiaTech report concluded that the
benzene impact appeared to be consistent across the site and was most likely unrelated to the
former underground storage tank (UST) system.
Based on the laboratory results presented in the May 2008 "Limited Phase II Site Investigation"
report completed by GaiaTech, Wasatch recommended collecting additional data from the Quality
Linen facility to delineate the vertical and horizontal extent of VOCs, particularly chlorinated
solvent constituents impact to soils and groundwater at the site.
1.4.2 Wasatch Investigations, September and December 2008
The objectives of the Wasatch investigations in September and December 2008 were as follows:
• To verify groundwater flow direction at the site from depth-to-water measurements
obtained from temporary monitoring wells installed on the Quality Linen property and
adjacent properties.
• To further identify the vertical and horizontal extent of VOC constituents in soil and
groundwater beyond those findings identified by GaiaTech.
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The following conclusions were achieved as a result ofthe subsurface investigation activities:
Groundwater was encountered at the site between 5 and 8 feet bgs. Groundwater
flow direction was measured and determined to be to the northwest.
The upper 15 feet of soils at the site generally consist of very soft to soft silty-clay
(CL) and clayey-silt (ML), with varying degrees of organic materials. Lenses of
saturated, medium dense silty-sand (SP) were encountered in most boreholes
between 15 and 20 feet bgs.
Analytical results for soil identified chlorinated solvents above current PRGs in all
seven soil samples collected from the Quality Linen site (Figure 3).
The primary contaminants of concern at the site are chlorinated solvents, including
tetrachloroethene (PCE) and trichloroethene (TCE), along with their biodegradation
daughter products cis 1,2-dichloroethene (DCE) and vinyl chloride. Other chlorinated
solvents detected at the site, although in significantly lower concentrations, include
trans 1,2-dichloroethene, 1,1-dichloroethene, and 1,2-dichloroethane (Figures 4
and 5).
The highest concentrations of chlorinated solvents reported within the groundwater at
the site are located and migrating at a depth of 15 to 20 feet bgs, likely within the
sandy lenses previously identified. Chlorinated solvent concentrations consistently
decrease at all sample locations after a depth of 20 feet bgs.
Two primary source areas have been identified at the site. The largest source area is
located near the northwestern portion of the Quality Linen main building. A second
source area is located along the trench floor drain in the Quality Linen maintenance
building. The concentrations of PCE identified in these areas suggest the presence
of dense non-aqueous phase liquids (DNAPL).
The vertical extent of chlorinated solvent impacts has been defined across the site
with the exception of full vertical delineation in the main building source area.
Chlorinated solvent concentrations were detected above Federal MCLs in the
deepest groundwater sample collected from MW-1 at a depth of 60 to 65 feet bgs,
though at significantly lower concentrations. An attempt was made to collect a
deeper groundwater sample; however, refusal was encountered at 67 feet bgs.
Elevated concentrations of chlorinated solvents were also detected in the deepest
groundwater sample collected from GP-17 (inside the Quality Linen main building) at
15 to 20 feet bgs.
The vertical extent of chlorinated solvent impacts in the area of the second source
area has been defined. No chlorinated solvent concentrations were reported above
their respective laboratory detection limits in the deepest groundwater samples
obtained from MW-3d at a depth of 35 to 40 feet bgs and MW-4d at a depth of 24 to
29 feet bgs.
Although chlorinated solvent constituents were identified slightly above federal MCLs
at GP-22 (northwestern most sample location) and GP-29 (southernmost sample
location along the Quality Linen main building), it is our opinion the horizontal extent
of chlorinated solvent impacts has been substantially defined across the site.
The full extent of chlorinated solvent impacts to soil and groundwater beneath the
two Quality Linen buildings is not known. There are significant access limitations
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inside these buildings that will hinder further site investigation activities in these
areas. Laboratory results from groundwater samples collected adjacent to the south
and east outside walls ofthe Quality Linen maintenance building were used to
provide horizontal and vertical delineation in this area. Laboratory results from
groundwater samples collected adjacent to the east outside walls of the Quality Linen
main building were used to provide horizontal delineation to the east.
• No information was found to suggest that chlorinated solvents are migrating onto the
Quality Linen site.
• Petroleum hydrocarbon constituents were identified in several groundwater samples
collected across the Quality Linen site. The petroleum hydrocarbon constituents may
be associated with stormwater collection grates located throughout'the public right-of-
ways that dissect the Quality Linen property, or may be migrating on the Quality
Linen property from an offsite source.
• Analytical results indicate that chlorinated solvent constituents have migrated onto
the Salt Lake Chrome Plating, Volunteers of America, and A.G. Body Truck Box
Shop properties. Groundwater impacts may also be migrating beneath the 900
South off-ramp, though at significantly decreasing concentrations.
2.0 RECENT SUBSURFACE INVESTIGATION ACTIVITIES
Additional subsurface investigation activities were conducted in 2009 to further characterize the site.
These activities included:
• Investigation of groundwater impacts beneath the Quality Linen main building to determine if
the primary source area of the chlorinated solvents impact to groundwater in this area is
located inside the main building.
• Conducting Cone Penetration Testing (CPT) to quantitatively estimate the hydraulic
conductivity of various layers within the top 60 feet of soil beneath the site, and to collect
additional groundwater samples between the Quality Linen main building and the
maintenance building, along Washington Street.
• Collection of geochemicai parameters to evaluate the biodegradation potential for PCE at the
site.
2.1 October 2009 Investigation
On October 10, 2009, Wasatch supervised the installation of four nested temporary monitoring wells
(GP-31 thru GP-34) inside the Quality Linen main building in an effort to determine if the primary source
area ofthe chlorinated solvent impact to the groundwater in this area was located inside the main
building. Additionally, the soil borings were completed to further define the horizontal extent of
chlorinated solvent impacts to groundwater to the east once the location of the primary source area had
been determined. Probe locations are depicted on Figure 2. The following outlines the probe locations
and sample depths:
• GP-31: Temporary nested wells were installed adjacent east of the Chemical Storage roOm
located in the main building to evaluate the primary source area location. The temporary
monitoring wells were screened from 5 to 15 feet bgs, 15 to 20 feet bgs, and 24 to 29 feet
bgs.
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• GP-32: Temporary nested wells were installed east of the Chemical Storage room located in
the main building to evaluate this primary source area location. The temporary monitoring
wells were screened from 5 to 15 feet bgs and 15 to 20 feet bgs.
• GP-33: Temporary nested wells were installed east of the Chemical Storage room located in
the main building to further define horizontal extent of VOC impact to groundwater to the east
of this primary source area location. The temporary monitoring wells were screened from 5
to 15 feet bgs and 15 to 20 feet bgs.
• GP-34: Temporary nested wells were installed east of the Chemical Storage room located in
the main building to further define horizontal extent of VOC impact to groundwater to the east
of this primary source area location. The temporary monitoring wells were screened from 5
to 15 feet bgs and 15 to 20 feet bgs.
The soil probe borings were advanced at each sample location using the direct push method with a
GeoProbe 6600DT. Soil core samples were collected from 5-foot long by 1.5-inch diameter discrete
interval push samplers equipped with disposable polybutyrate liners at all probe locations. The probe
samplers were decontaminated between sample locations with a pressure washer, a laboratory grade •
detergent wash, and tap water rinse.
The soil samples were collected continuously at each soil probe location and field logged by an
experienced geologist. The field logging included a description of color, moisture content, consistency,
odor, staining, and soil type based on the Unified Soil Classification System. Soils at the site generally
consisted of silty-clay (CL), clayey-silt (ML), and silty-sand (SP). The geologist's boring logs for each
probe location are presented in Appendix A.
Groundwater sampling was conducted in conjunction with the probing activities at all probe boring
locations. Groundwater was encountered at the site approximately 7 feet bgs. Based on the fine-grained
nature ofthe water-bearing zone (clay), groundwater production at the site is limited; therefore, temporary
1-inch monitoring wells with 5 or 10 feet of PVC screen were placed at each soil probe location.
Temporary nested 1-inch wells were constructed at each location in which multiple sampling intervals
were completed in order to collect discrete depth groundwater samples.
Field screening was conducted onsite with the AQR Color-Tec® kit to evaluate approximate chlorinated
solvent concentrations in the groundwater. The AQR Color-Tec® screening technique uses colorimetric
detector tubes capable of detecting chlorinated solvents to a detection limit of 5 parts per billion (ppb).
Groundwater samples collected for AQR Color-Tec® screening were collected using a peristaltic pump
into 40-milliliter glass vials (VOAs) to approximately 75% capacity and tightly sealed. Two needles were
pierced through the VOA vial septa. One was near the top of the vial in the headspace (sample
extraction needle); the other was near the base of the vial in the water (inlet purging needle). A
colorimetric detector tube and pump were connected to the sampling needle and a sample was drawn
from the vial headspace. Tentative analyte quantitation and identification were based on tube
concentration readings and color changes.
Groundwater samples submitted for laboratory analyses were collected using a peristaltic pump into
hydrochloric acid (HCL) preserved 40-milliliter glass VOAs containing Teflon™ septa lids. The
groundwater samples were filled slowly into the vials resulting in no headspace or bubbles. Groundwater
samples were transported in an iced cooler under chain-of-custody protocol to American West Analytical
Laboratories for analysis of halogenated volatile organic compounds (VOX) using U.S. EPA Method
8260C.
Once groundwater sample collection activities were complete, all temporary monitoring wells were
abandoned. The PVC piping was pulled at each location and the remaining annular space was sealed
with bentonite clay and hydrated with water. Probe locations for all investigation activities conducted to
date are presented on Figure 2.
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2.1.1 Field Quality Control Procedures
Quality Assurance and Quality Control (QA/QC) samples were collected and consisted of field
duplicate and laboratory duplicate (MS/MSD) samples. The following is the QA/QC identification
scheme that was used for groundwater sample collection:
• Field Duplicate Samples: One field duplicate sample was collected for every 10
groundwater samples submitted for laboratory analyses during the October 2009
investigation. One field duplicate was collected from GP-31 (5-15'). The duplicate
sample was collected, treated, and analyzed as a normal sample. The purpose of
the field duplicate sample is to assess whether the sample containers, preservatives,
and/or field conditions are adding to contamination levels of all samples, and if
sample handling/sampling procedures were compromised.
• MS/MSD Sample: One MS/MSD duplicate sample was collected for every 10
groundwater samples submitted for laboratory analyses during the October 2009
investigation. An MS/MSD sample was collected from GP-31 (15-20'). The MS/MSD
sample was collected, treated, and analyzed as a normal sample. The purpose of an
MS/MSD sample is to provide information about the effect of the sample matrix on
the digestion and measurement methodology to ensure that representative matrices
are evaluated.
In addition, laboratory prepared trip blanks were submitted for analyses of VOX. Trip blanks were
placed in each cooler that contained groundwater samples submitted for VOX analyses.
2.1.2 Groundwater Analytical Results
Table 2 summarizes the groundwater analytical results for all groundwater sampling completed to
date for the Quality Linen site. In addition. Figures 4 and 5 depict groundwater analytical results
for chlorinated solvents at 5 to 15 feet bgs and 15 to 20 feet bgs, respectively.
Previously, the highest chlorinated solvent constituent concentrations within the groundwater
were detected outside the northwest corner of the Quality Linen main building (near the chemical
storage area) in both the GaiaTech and Wasatch investigations. As discussed in Section 2.1, in
October 2009, a series of temporary nested monitoring wells were completed inside the
northwest corner of the Quality Linen main building. The following VOX constituents were
reported at concentrations above their respective Federal MCLs:
GP-31 (5' to 15') and GP-31 (5' to 15') dup
• cis 1,2-DCE at 3,200 ug/L and 2,600 ug/L, respectively, above its Federal MCL of
70 ug/L
• PCE at 18,000 ug/L and 16,000 ug/L, respectively, above its Federal MCL of
5 ug/L
• TCE at 1,600 ug/L and 1,500 ug/L, respectively, above its Federal MCL of 5 ug/L
• vinyl chloride at 140 ug/L, above its Federal MCL of 2 ug/L
GP-31 (15' to 20')
• cis 1,2-DCE at 64,000 ug/L, above its Federal MCL of 70 ug/L
• PCE at 74,000 ug/L, above its Federal MCL of 5 ug/L
• TCE at 4,000 ug/L, above its Federal MCL of 5 ug/L
• trans 1,2-DCE at 320 ug/L, above its Federal MCL of 100 ug/L
• vinyl chloride at 470 ug/L, above its Federal MCL of 2 ug/L
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GP-31 (24' to 29')
• cis 1,2-DCE at 8,800 ug/L, above its Federal MCL of 70 ug/L
• PCE at 5,800 ug/L, above its Federal MCL of 5 ug/L
• TCE at 1,600 ug/L, above its Federal MCL of 5 ug/L
• vinyl chloride at < 100 ug/L (high method detection limit due to laboratory dilution)
GP-32 (5'to 15')
• cis 1,2-DCE at 1,500 ug/L, above its Federal MCL of 70 ug/L
• PCE at 710 ug/L, above its Federal MCL of 5 ug/L
• TCE at 280 ug/L, above its Federal MCL of 5 ug/L
• vinyl chloride at 170 ug/L, above its Federal MCL of 2 ug/L
GP-32 (15'to 20')
• cis 1,2-DCE at 53,000 ug/L, above its Federal MCL of 70 ug/L
• PCE at 120,000 ug/L, above its Federal MCL of 5 ug/L
• TCE at 17,000 ug/L, above its Federal MCL of 5 ug/L
• trans 1,2-DCE at 220 ug/L, above its Federal MCL of 100 ug/L
• 1,1 -DCE at 300 ug/L, above its Federal MCL of 7 ug/L
• vinyl chloride at 7,800 ug/L, above its Federal MCL of 2 ug/L
The analytical results from GP-31 and GP-32 reported considerably higher concentrations than
previously detected within the groundwater outside the northwest corner of the main building.
The concentrations of PCE in this area suggest the presence of DNAPL. The groundwater
sample collected from GP-32 (15' to 20') reported the highest concentration of PCE (120,000
ug/L) during the October 2009 site investigation, including all previous subsurface investigations
conducted to date on the Quality Linen site. Reportedly, boring GP-32 is in an area in which dry
cleaning equipment had historically been located. Based on all analytical results to date, GP-32
is likely located near the primary source in the main building area.
GP-33 (5'to 15')
• PCE at 16 ug/L, above its Federal MCL of 5 ug/L
• vinyl chloride at 27 ug/L, above its Federal MCL of 2 ug/L
GP-33 (15'to 20')
• PCE at 9.2 ug/L, above its Federal MCL of 5 ug/L
• vinyl chloride at 4.8 ug/L, above its Federal MCL of 2 ug/L
GP-34 (5'to 15')
• PCE at 38 ug/L, above its Federal MCL of 5 ug/L
• TCE at 7.8 ug/L, above its Federal MCL of 5 ug/L
• vinyl chloride at 10 ug/L, above its Federal MCL of 2 ug/L
GP-34 (15'to 20')
• cis 1,2-DCE at 200 ug/L, above its Federal MCL of 70 ug/L
• PCE at 5.5 ug/L, above its Federal MCL of 5 ug/L
• vinyl chloride at 160 ug/L, above its Federal MCL of 2 ug/L
The analytical results from the groundwater samples collected from temporary monitoring wells
GP-33 and GP-34, located east ofthe primary source area in the main building, indicate that
chlorinated solvent constituent concentrations significantly decrease to the east, which is
hydraulically upgradient from the primary source area. The groundwater analytical results are
included as Appendix B.
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2.2 Cone Penetrometer Testing
On October 31, 2009, Wasatch supervised Cone Penetrometer Testing (CPT) at the site. The
investigation was conducted to evaluate and compare the soil profile at the site with previous subsurface
probes and to quantitatively estimate the hydraulic conductivity of various layers within the top 60 feet of
soil. In addition, groundwater samples were collected from one CPT probe between the Quality Linen
main building and the maintenance building, along Washington Street, in an effort to isolate contaminant
plumes previously identified beneath both buildings. The following CPT probes were advanced:
• CPT-1, CPT-2, and CPT-4 were advanced approximately 5 feet west of GeoProbe/Monitoring
Wells GP-28/MW-2, GP-12/MW-1, and GP-29, respectively, as depicted on Figure 2. The
CRTs were advanced to compare the CPT signatures of the various soil layers previously
identified at the site and to ascertain the hydraulic conductivity in zones of elevated
chlorinated solvent contaminant concentrations.
• CPT-3 was advanced in the southwest corner of the Brooklyn Avenue and Washington Street
intersection, as depicted on Figure 2, in an area where no previous soil probe had previously
been advanced. Soil lithologies were investigated with the help of the CPT probe, and
groundwater samples were collected from 14 to 15 feet bgs, 23 to 24 feet bgs, and 33 to 34
feet bgs.
2.2.1 CPT Results
Cone penetrometer testing involves pushing an electric cone assembly into the ground using a
hydraulic ram and measuring the resistance to penetration. The cone resistance, qt, is the total
force acting on the cone divided by its projected area. The cone side friction, fs, is the total
frictional force acting on the friction sleeve divided by its surface area. The friction ratio, Rf, is the
ratio of the cone side friction to the cone resistance. Pore water pressure, u, is also measured in
the CPT process. Soils with low cone resistance, low sleeve friction, and gradually increasing
pore water pressures are typically fine-grained soils such as clays and clay-silt mixtures. Soils
with higher cone resistance and sleeve friction, but lower pore water pressures, are typically
coarser grained soils such as sands and silt-sand-gravel mixtures.
Plots of the CPT tests conducted at the Quality Linen site are presented in Appendix C. CPT
profiles correlated with existing soil probe profiles very well and generally showed clayey silt and
sensitive fines (low unit weight clay layers with high organic content) interbedded with coarser-
grained layers of silt and silty sand.
2.2.2 Hydraulic Conductivity
Pore water pressure, u, is measured during the CPT process. The hydraulic conductivity of
isolated soil layers can be estimated if advancement of the cone is stopped for a period of time
and the rate of pore water pressure dissipation is measured.
Pore water pressure dissipation tests were conducted in CPT-1, CPT-1A, CPT-2, and CPT-2A at
several soil layers where elevated contaminant concentrations were previously detected. Results
of the dissipation tests are included in Appendix D, and are summarized on Table 3. The
estimated hydraulic conductivity of silt and silty sand layers in the upper 25 feet of the soil profile
ranged from 1x10"^ cm/sec (1.0 ft/yr) up to 7 x 10"® cm/sec (7.2 ft/yr). The hydraulic conductivity
of clayey silt at 22 feet bgs in CPT-2A, which showed similar cone resistance signatures to other
clayey silts encountered in all ofthe CPT locations, was approximately 1x10'^ cm/sec (0.1 ft/yr).
The hydraulic conductivity of a silt lens at 54 feet bgs in CPT-2 was estimated to be 5 x 10'^
cm/sec (0.5 ft/yr).
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2.2.3 Groundwater Analytical Results
CPT-3 was advanced in the southwest corner of the Brooklyn Avenue and Washington Street
intersection, in an area where no previous soil probe had previously been advanced. Three
groundwater samples were collected from 14 to 15 feet bgs, 23 to 24 feet bgs, and 33 to 34 feet
bgs. Groundwater analytical results are included as Appendix B, and are summarized in Table 2.
The following VOX constituents were reported at concentrations above their respective Federal
MCLs:
CPT-3 (14'to 15')
cis 1,2-DCE at 11,000 ug/L, above its Federal MCL of 70 ug/L
PCE at 3,500 ug/L, above its Federal MCL of 5 ug/L
TCE at 3,600 ug/L, above its Federal MCL of 5 ug/L
trans 1,2-DCE at 190 ug/L, above its Federal MCL of 100 ug/L
1,1 -DCE at 34 ug/L, above its Federal MCL of 7 ug/L
vinyl chloride at 89 ug/L, above its Federal MCL of 2 ug/L
CPT-3 (23' to 24')
• cis 1,2-DCE at 15,000 ug/L, above its Federal MCL of 70 ug/L
• PCE at 2,100 ug/L, above its Federal MCL of 5 ug/L
• TCE at 11,000 ug/L, above its Federal MCL of 5 ug/L
• trans 1,2-DCE at 110 ug/L, above its Federal MCL of 100 ug/L
• 1,1 -DCE at 34 ug/L, above its Federal MCL of 7 ug/L
• vinyl chloride at 50 ug/L, above its Federal MCL of 2 ug/L
CPT-3 (33' to 34') reported no VOX constituents above laboratory detection limits.
The analytical results from the groundwater samples collected from CPT-3 probe, located
between the source areas previously identified on the Quality Linen site, indicate that chlorinated
solvent constituent concentrations decrease proportionately to the west of the main building
source area. This indicates that groundwater impacts previously identified in the northeastern
portion of the maintenance building, near GP-20, are likely part of a downgradient plume from the
main source area in the northwestern part of the Quality Linen main building. Therefore, the
second source of groundwater impacts in the Quality Linen maintenance building originates from
the trench floor drain in the western portion of the building. The groundwater analytical results
are included as Appendix B.
2.3 Geochemicai Parameters
As part of the subsurface investigations, geochemicai parameters were collected from the soil at seven
exploratory probe locations:
GP-11 at 3 to 5 feet bgs,
GP-11 at 3 to 5 feet bgs (duplicate),
GP-12 at 6.5 to 7 feet bgs,
GP-12at15to 17.5 feet bgs,
GP-17 at 5 to 7.5 feet bgs,
GP-17 at 15 to 17 feet bgs, and
GP-22 at 4 to 6 feet bgs.
Geochemicai parameters were also collected from groundwater at eleven exploratory probe locations:
• MW-2m, MW-2d, MW-3S, MW-4m, MW-5, and MW-6s,
• GP-11 at 5 to 15 feet bgs,
• GP-12at5to 15feetbgs,
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• GP-12 at 5 to 15 feet bgs (duplicate),
• GP-12 at 15 to 20 feet bgs, and
• GP-18at5to 15feetbgs.
Geochemicai parameters were collected from soil and groundwater to evaluate the biodegradation
potential for the chlorinated solvents at this site. Biodegradation is a process whereby chlorinated
solvents are progressively dechlorinated through biological processes. Background conditions were
evaluated with the sample collected upgradient ofthe site at GP-18, and with samples collected cross-
gradient from the major impacts at the site, at MW-5, where negligible chlorinated solvent impacts were
detected. Increased contaminant conditions were evaluated with the samples from MW-2m, MW-2d, and
MW-3S. Downgradient contaminant conditions were evaluated with the samples from MW-4m, MW-6s,
GP-11, and GP-12.
Soil samples were submitted for analysis of density, porosity, and total organic content using the Black-
Whatley method. Groundwater samples were submitted for analysis of alkalinity (as CaC03), carbon
dioxide, chloride, sulfate, sulfide, nitrate, soluble iron and nrianganese, total organic content, methane,
ethane, and ethene. In addition, groundwater field screening was documented using a multiparameter
TROLL 9000 for dissolved oxygen, pH, specific conductivity, and oxidation-reduction potential. The
results of these analyses are presented in Appendix D, and are summarized in Tables 4 and 5. In
general, these analyses, as well as the groundwater volatile organic analyses, revealed:
• In areas of PCE impacts, daughter products TCE and cis 1,2-DCE are present, indicating that
biodegradation is taking place. Vinyl chloride, the final daughter product of PCE, is also
present, but at relatively low concentrations, indicating that although biodegradation is taking
place, the process is likely stalling at cis 1,2-DCE.
• Concentrations of ethane and ethene, the ultimate breakdown products of the chlorinated
solvents present at the site, are present at very low concentrations or nondetect, indicating
that complete biodegradation is not taking place at this site.
• The dissolved oxygen concentrations were very low to low at the site, averaging between 0.4
and 2.4 mg/L. The low dissolved oxygen concentrations indicate that the reducing conditions
required to biodegrade chlorinated organic compounds exist at the site.
• The pH of the groundwater at the site ranged from 6.9 to 8.3, which is in the optimal range for
the dechlorination process.
• The oxidation reduction potential of the groundwater at the site ranged between -220 mV and
80 mV, indicating that reductive pathways for dechlorination are likely possible.
• Total organic content of the groundwater ranged from 1 to 12 mg/L, indicating a moderate
source of carbon, which drives the dechlorination process.
• The chloride concentrations at the site ranged from 79 up to 420 mg/L. Chloride is the
daughter product of organic chlorine, and its presence is indicative of the biodegradation
process. The lack of a significant increase in chloride concentration in the downgradient
direction indicates that dechlorination is occurring on a limited basis. Of note, the chloride
concentrations in MW-2m and MW-2d ranged from 18,000 to 72,000 mg/L, and.the specific
conductivity of the groundwater in these two wells exceeded 1000 mS/cm. These results
indicate that the wells have been contaminated with some sort of salt solution. It is possible
that salt used to melt snow around the area has infiltrated into the monitoring wells.
However, it is also likely that the underground brine tank located approximately 20 feet
upgradient of the monitoring wells has leaked over the years, releasing brine into the vicinity
of MW-2.
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• The background carbon dioxide concentration at MW-5 was 2.8 mg/L, while concentrations
within the source zone and downgradient ranged from 17 up to 220 mg/L. This increase in
carbon dioxide indicates that moderate levels of dechlorination are taking place.
• The background alkalinity concentration was 130 mg/L, while concentrations within the
source zone and downgradient ranged from 370 up to 1,100 mg/L. An increase in alkalinity
would be expected in areas of high biodegradation activity due to the interaction of carbon
dioxide, the final biodegradation product, with aquifer minerals.
• Sulfide concentrations throughout the site were less than 3.0 mg/L, indicating highly reductive
pathways are not present at this site.
• The background sulfate concentration was 14 mg/L. Sulfate concentrations within source
zones and downgradient ranged from 0.89 up to 930 mg/L. No correlation between sulfate
concentrations and biodegradation potential can be made at this site.
• The background nitrate concentration was nondetect. Within the source area, nitrate
concentrations were very low at 0.014 to 0.052 mg/L. Downgradient nitrate concentrations
were nondetect. No correlation between nitrate concentrations and biodegradation potential
can be made at this site.
• The background dissolved manganese concentration was 0.0012 mg/L, while concentrations
within the source zone were approximately 1.4 mg/L, and downgradient ranged from 0.49 to
0.95 mg/L. An increase in soluble manganese concentration within and downgradient of
source zones is indicative of biodegradation.
• The background soluble iron concentration was nondetect, while concentrations within the
source zone were approximately 2.5 mg/L, and downgradient ranged from 0.4 to 0.46 mg/L.
An increase in soluble iron concentration is indicative of biodegradation.
In general, conditions were found to be favorable for biodegradation of chlorinated solvents at the site,
including the presence of a moderate amount of total organic carbon at the site, favorable oxidation
reduction potential, mid-range pH, and low dissolved oxygen. However, volatile organic analyses and
geochemicai parameters also suggest that complete dechlorination is not taking place at the site, stalling
at cis-1,2 DCE.
2.4 Conceptual Site Model
The Quality Linen site has been used in the past for dry cleaning operations. Two sources of chlorinated
solvents have been identified at the site and are depicted on Figure 6:
The northwest corner of the Quality Linen main building, where dry cleaning equipment had
historically been located. PCE concentrations in groundwater as high as 18,000 ug/L were
found from 5 to 15 feet bgs, and as high as 120,000 ug/L were found from 15 to 20 feet bgs.
Groundwater impacts continue in the area as deep as 60 feet bgs. TCE, cis-1,2 DCE, and
vinyl chloride have also been found in this area. The source area is estimated to be
approximately 50 feet wide by 40 feet long and over 60 feet deep.
In the western portion of the Quality Linen maintenance building, along a trench floor drain,
where vehicle maintenance activities have historically taken place and an above ground
storage tank containing the dry cleaner chemicals was reportedly stored. PCE
concentrations as high as 1,100 ug/L were found from 5 to 15 feet bgs, and as high as
44,000 ug/L were found from 15 to 20 feet bgs. Groundwater impacts continue in this area
as deep as 30 feet bgs. TCE, cis-1,2 DCE, and vinyl chloride have also been found in this
Wasatch Environmental, inc. 12
Draft Remedial Investigation/Feasibility Study Quality Linen
area. The source area is estimated to be approximately 25 feet wide by 40 feet long and 30
feet deep.
The Quality Linen site soil profile is composed of interfingering layers of silty clay with hydraulic
conductivities around 0.5 to 1 foot per day, and slightly more permeable layers of silty sand with hydraulic
conductivities approaching 7 feet per day. One silty sand lens in particular, between 15 and 20 feet bgs,
is thought to be relatively contiguous across the site, and contains the bulk ofthe groundwater impacts at
the site. Figures 7, 8, 9, and 10 depict the extent of chlorinated solvent impacted groundwater above
federal MCLs at 15 to 20 feet bgs for PCE, TCE, 1,2-cis DCE, and vinyl chloride, respectively.
A three-dimensional groundwater flow and contaminant transport model has been constructed of the
Quality Linen site. Parameters used to construct the model are summarized in Appendix E. Figure 11
depicts a three-dimensional view ofthe soil lithologies at the Quality Linen site, and Figure 12 depicts a
three-dimensional view of the PCE plume at the Quality Linen site, as predicted by the groundwater flow
and contaminant transport model.
3.0 COMPARISON OF REMEDIAL APPROACHES
To evaluate the various approaches to addressing VOC impacts to soil and groundwater at the Quality
Linen site, several factors were considered:
• permeability (hydraulic conductivity) of the soil,
• saturation of the soil,
• organic content of the soil,
• characteristics of the contaminants in the soil and groundwater, such as partitioning
coefficients and Henry's constants,
• proximity of contaminants to property boundaries, and
• accessibility of impacts to soil and groundwater (i.e., impacts beneath buildings, or in
adjacent streets with many underground utilities).
Possible remedial approaches for the Quality Linen site are discussed below, along with the applicability
and challenges that would be encountered if the remedial approach were chosen for the site.
3.1 Excavation of Source Area
Impacted soils may be removed from the site by direct excavation. This method is usually the quickest
and most effective way of removing highly impacted soils from a site. In addition, groundwater may be
removed from the excavations, and treated, thereby reducing groundwater contaminant loads in the
vicinity ofthe source area. Several excavation techniques may be used, including traditional backhoe
excavation, or drilling large boreholes to remove impacted soil. Soil type is irrelevant with excavation
activities, except when considering excavation stability.
However, some challenges are presented when remediating sites by excavation. First, excavation may
not be possible beneath existing structures. Second, even if excavation is possible, excavation depth
limitations may prohibit removal of all impacted soils within a source zone. In addition, excavation of
source zones does not address downgradient groundwater impacts, except to remove additional mass
from entering downgradient areas.
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Draft Remedial Investigation/Feasibility Study Quality Linen
Applicability to Quality Linen Site: The majority of the impacted soil at the Quality Linen site exists
between 5 and 30 feet bgs, and is located beneath existing buildings with substantial equipment and
permanent fixtures. Therefore, the impacted soil is largely inaccessible to excavation.
3.2 Pump and Treat
Pump and treat is a traditional remediation technique in which impacted groundwater is pumped from a
plume, and treated externally with a variety of options. This is a technology that has historically been
shown to reduce some contaminant mass, depending on the contaminant of concern at a site, and given
favorable aquifer conditions. Such favorable conditions include coarse-grained soils with low organic
content such as sands and gravels, from which groundwater is easily pumped. However, even with
favorable aquifer conditions, pump and treat technology can take many years to effectively remediate a
site, and is highly dependent upon the ability of the contaminants to desorb from soil particles and
become available in solution with groundwater for extraction from the aquifer by pumping.
Several challenges exist to using this remediation technique at the Quality Linen site, including:
• The relatively low aqueous solubility of chlorinated solvents does not allow for significant
mass removal through dissolution in groundwater (even at concentrations approaching
saturation).
• The relatively high carbon-water partition coefficient for chlorinated solvents results in the
preferential partitioning of solvents to organic matter in the subsurface rather than to
groundwater, making contaminants difficult to extract, and making pump and treat
remediation a time-consuming process.
• Effectiveness depends on the volume of impacted groundwater that can be pumped from the
site and may not be cost effective in soils with low hydraulic conductivities.
Applicability to Quality Linen Site: Pump and treat would not adequately address the soil and
groundwater impacts at this site because of the limited amount of groundwater that can be pumped from
the site due to the fine-grained nature ofthe soil, and because the soil has a high organic content, making
it difficult to separate contaminants from the soil.
3.3 Soil Vapor Extraction
Soil Vapor Extraction (SVE) techniques involve placement of vertical or horizontal wells across the site to
extract soil vapor from impacted soils. This is a low-cost technique that has been shown to remove a
variety of contaminants from the vadose zone, including chlorinated solvents.
SVE systems have limited effectiveness in soils with low permeability, where airflow is restricted due to
the fine-grained nature of the particles in the soil. The SVE process can take several years, with limited
effectiveness due to the sorption capacity of contaminants onto organic-rich clays.
Applicability to Quality Linen Site: The vadose zone at the Quality Linen site extends to between 5
and 10 feet bgs, whereas the bulk of the contaminants are found between 15 and 25 feet bgs. Since SVE
is only effective in the vadose zone, this remediation technique would not address the bulk ofthe impacts
at this site. In addition, the organic-rich soils at the Quality Linen site have low permeability, thereby
reducing effectiveness that SVE could have on the site. However, SVE may be used in conjunction with
other remediation alternatives at the site.
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Draft Remedial Investigation/Feasibility Study Quality Linen
3.4 Air Sparging
Air sparging techniques involve placement of vertical or horizontal sparge wells across the site within the
saturated zone to aerate groundwater, stripping contaminants from groundwater according to each
contaminant's stripping availability (Henry's constant). This technique has been shown to remove a
variety of contaminants from the saturated zone, including chlorinated solvents.
Like SVE systems, air sparging systems have limited effectiveness in soils with low permeability, where
groundwater flow is restricted due to the fine-grained nature of the particles in the soil. The air sparging
process can take several years, with limited effectiveness due to the sorption capacity of contaminants
onto organic-rich clays.
Applicability to Quality Linen Site: Air sparging would have limited effectiveness at the Quality Linen
site due to low permeability of the soils and the high organic content of the soils, which tends to keep
contaminants from being released into solution.
3.5 Bioremediation
Bioremediation is the process whereby chlorinated solvents are transformed into one or more
metabolites, including ethene, carbon dioxide, chlorine, and water, through biological processes. This
process is accomplished through biostimulation which adds carbon electron donors to the chlorinated
solvent-impacted aquifer to create conditions for suitable microbial reductive dechlorination. Carbon
electron donation can be accomplished with injections of vegetable oils, whey, manufactured emulsified
oils, or other materials. Injections can be done with GeoProbe equipment to required depths of up to 100
feet bgs using temporary or permanent injection wells.
Several challenges can be encountered when using bioremediation to address chlorinated solvents in soil
and groundwater:
• It is difficult to ensure complete contact with contaminants when carbon electron donors are
injected into low permeability aquifers,
• Toxic daughter products, such as vinyl chloride, may be produced through reductive
dechlorination. An aerobic dechlorinating technique would likely be needed to transform vinyl
chloride into nontoxic metabolites.
• Bioremediation is a time-consuming process, and requires multiple biostimulative injections
over a period of years.
Applicability to Quality Linen Site: Although the geochemicai conditions for bioremediation are
moderately favorable at the Quality Linen site, the low permeability aquifer conditions would make it very
difficult to evenly distribute biostimulative material into the aquifer and ensure contact with contaminants,
especially in organic-rich clays.
3.8 Iron Permeable Reactive Barriers
Iron Permeable Reactive Barriers (PRBs) are a cost-effective method for mitigating migration of
groundwater contaminated with chlorinated solvents. PRBs can be constructed by excavating a trench
and backfilling with permeable reactive material, or by injecting reactive material in slurry form into a
series of boreholes along a barrier alignment at suitable spacing to form a continuous barrier. The barrier
is composed of a mixture of fine-grained zero-valent iron filings and carbon source, which abiotically
degrades chlorinated VOCs into harmless daughter products including ethene and ethane, with no toxic
daughter products, such as vinyl chloride, remaining. PRBs are effective for up to five years, potentially
longer, and are particulariy useful in intercepting and treating impacted groundwater before it migrates
beyond property boundaries.
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Draft Remedial Investigation/Feasibility Study Quality Linen
Several challenges can be encountered when using PRBs to address chlorinated solvents, including:
• PRBs treat only contaminants that come into contact with the barrier. Therefore, careful
consideration must be put into the dimensions and the placement of the reactive barrier.
• The volume of impacted groundwater treated by PRBs is dependent on the flux of water
traveling through the barrier. Therefore, treatment of groundwater can be a time-consuming
process at sites with low hydraulic conductivity.
Applicability to Quality Linen Site: One or more PRBs would be useful at the Quality Linen site for
intercepting and treating impacted groundwater before it migrates beyond property boundaries. The
PRBs would most likely need to be placed in the streets outside of the Quality Linen buildings, where
multiple utilities are currently located. It is unlikely that a trench could be excavated in these areas
because of the utilities, and because the trench would not stay open without significant trench
stabilization. Therefore, the PRBs would have to be installed by injecting slurry along a series of
boreholes along a barrier alignment. Care would also have to be taken to ensure that PRB material
would not interfere with existing utilities. To install one PRB that is approximately 80 feet long and 30 feet
deep, injections would have to be spaced approximately 5 feet on center, staggering injection points
along the barrier alignment, and injecting at multiple depths to establish a wall of PRB material.
3.7 In-Situ Chemical Reduction
In-situ chemical reduction (ISCR) is a combination chemical and biological remediation technique using a
similar mixture as iron PRBs, including a carbon source and zero-valent iron. One such product is called
EHC from Advantus Group. Contaminant reduction with ISCRs occurs in four pathways:
• Direct abiotic reduction occurs when contaminants come into contact with zero-valent iron.
• Enhanced thermodynamic conditions result in more complete in-situ chemical reduction due
to lowered oxidation reduction potential (Eh < -550 mV) created by the carbon and iron
combination.
• Indirect chemical reduction via reduced metals (i.e., reactive surface areas due to dissolved
iron and secondary precipitates formed from products of iron corrosion, such as magnetite).
• Biostimulation also occurs as ISCR fermentation produces volatile fatty acids and hydrogen
to stimulate dehalogenators downgradient of injection locations.
ISCR products can be injected into source and downgradient areas, or mixed with existing soil. The ISCR
products typically last from one to five years, when replacement may be needed, if remediation goals
have not been met.
The biggest challenge encountered when using ISCR to address chlorinated solvents is ensuring
complete contact with contaminants when the product is injected into low permeability aquifers.
Applicability to Quality Linen Site: Injection of ISCR into the source areas at the Quality Linen site is
feasible as it can be accomplished using a small probe rig. The same challenges would be met with
injection of the material as in bioremediation, in terms of ensuring contact of the ISCR with the
contaminants, but the ISCR would degrade contaminants both in groundwater and in the soil. Since
ISCR remediates contaminants using several pathways, there is a greater chance for success of
contaminant remediation. One ISCR injection phase would be expected to last between one and five
years, and additional injections may be required.
Of concern, however, is that this technology has never been field tested to address DNAPL. One project
in Oregon was successful at addressing PCE contamination as high as 22,000 ug/L, but the source area
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Draft Remedial Investigation/Feasibility Study Quality Linen
at Quality Linen has PCE contamination as high as 120,000 ug/L. As such, a pilot study is highly
recommended on a portion of one of the source areas at the Quality Linen site to verify that the ISCR
material could be successfully delivered and distributed into the subsurface and that contaminant mass
could be reduced.
3.8 Electrokinesis
Electrokinesis is an in-situ remediation technique that utilizes direct currents applied across electrodes
inserted in the soil to generate an electric field for mobilization and extraction of contaminants. The
driving mechanisms for this technique are transport under electric fields (electroosmosis and ionic
migration) coupled with electrolysis and geochemicai reactions. Groundwater can be treated either by
traditional external pump and treat systems, or can be treated in-situ by directing groundwater through
iron PRBs. This remediation technique works well in tight, lower conductivity soils, and is an in-situ
technology that does not require large excavations. Flow of contaminated groundwater is controlled
through electrical currents. The electric fields also work to desorb contaminants from soil within the
source zone, thus mobilizing contaminants for treatment within the iron PRBs.
Challenges with the electrokinesis remediation method include:
• Direct current electrodes are installed as curtains, which can be difficult to install within
buildings or in streets with multiple utilities. The electrodes can be installed in boreholes
which are subsequently hydrofractured to create a curtain.
• Direct current electrodes must be placed approximately 20 to 30 feet apart, making it difficult
to properiy place electrodes around or inside existing structures.
• Costs can potentially be prohibitive.
Applicability to Quality Linen Site: Electrokinesis would be a difficult remedial technique to implement
at the Quality Linen site because direct current electrode curtains could not be placed within existing
buildings that sit on top of the source zones.
3.9 Electrical Resistive Heating
Electrical Resistive Heating (ERH) is an in-situ thermal treatment in which electrical current is passed
through the contaminated zone, increasing the subsurface temperature based on the electrical resistance
of the soil and groundwater to volatilize, mobilize, .or degrade contaminants. Soil and groundwater are
heated to the boiling point of water, generating steam. The steam acts as a carrier gas which strips out
contaminants from the soil or groundwater, and is collected from the subsurface by soil vapor extraction
processes. The steam is then treated aboveground by conventional means such as activated carbon or
catalytic oxidation.
ERH works well in tight, lower conductivity soils such as clays and silts. The heating process desorbs
contaminants from soils in source zones, including organic-rich soils, and completely degrades the
contaminant with no remaining toxic daughter products. The process is in-situ, and does not require large
excavations. Rather, boreholes are placed within the source zone and are used as electrodes and soil
vapor extraction wells concurrently. The expected timeframe for removal of the majority of the
contaminants in the source zone can range from a few months to a year.
Challenges with the ERH remediation method include:
• Boreholes for electrodes and vapor extraction wells must be placed within the source zone,
which may not be accessible if source zones lie beneath existing structures. Required
borehole diameters are typically 12-inches, but smaller boreholes (8-inch diameter) may be
used at closer spacing to treat the source areas.
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Draft Remedial Investigation/Feasibility Study Quality Linen
• There are risks of downward mobilization of DNAPL during the ERH remediation process.
• Although the ERH remediation process is very effective, the process is potentially expensive.
The costs versus benefits ofthe remediation technique must be weighed.
Applicability to Quality Linen Site: The ERH remediation method is among the most potentially
effective remedial approaches for the Quality Linen site. The ERH method is ideal for remediating soil
and groundwater impacts within saturated, low permeability aquifers. There would be some challenges in
installing the ERH system within existing structures, but these challenges would likely be met by using
small probe rigs capable of drilling required boreholes using hollow stem augers.
3.10 Thermal Conductive Heating
Thermal Conductive Heating (TCH) is an in-situ thermal treatment in which subsurface conductive heating
elements are used to create a high-temperature zone to volatilize, mobilize, or degrade contaminants.
TCH involves simultaneous application of heat and vacuum to subsurface soils with an array of vertical
heater/vacuum wells. Heat originates from a heating element and is transferred to the subsurface largely
via thermal conduction and radiant heat transport. Convective heat transfer also occurs during the
formation of steam from pore water, as in the ERH remedial process. However, the TCH technology can
achieve elevated soil temperatures in excess of 500°C, such that a significant portion of organic
contaminants either oxidize (if sufficient air is present) or pyrolize once high soil temperatures are
achieved.
TCH works well in tight, lower conductivity soils such as clays and silts. The heating process desorbs
contaminants from soils in source zones, including organic-rich soils, and completely degrades the
contaminant with no remaining toxic daughter products through oxidation or pyrolization. The process is
in-situ, and does not require large excavations. Rather, electrodes and soil vapor extraction wells can be
placed horizontally or at an angle to access contaminants below existing buildings. Borehole diameters
as small as 4 inches can be used for electrodes and extraction wells, and can easily be placed beneath
existing structures provided there is room to mobilize a probe rig within the structure. The expected
timeframe for removal ofthe majority ofthe contaminants in the source zone is typically less than six
months.
Challenges with the TCH remediation method include:
• Although extremely effective, TCH is a potentially very costly remediation technique. The
costs versus benefits of the remediation technique must be weighed.
• Cooling of groundwater in the treatment zone is a slow process, typically taking a year or
more to cool to normal groundwater temperatures. As a result, groundwater samples may be
difficult to collect within source zones, and laboratory analyses may reflect lower VOC
concentrations than actually present due to volatilization of VOCs during the sample
collection process. Verifiable confirmation sampling could not take place at a site until
approximately one year after remediation is completed.
Applicability to Quality Linen Site: The TCH remediation method is among the most potentially
effective remedial approaches for the Quality Linen site. The TCH method is ideal for low permeability
aquifers and can readily be implemented at the site, including within existing structures that sit above
source zones. Although costly, the TCH method has the greatest probability of eliminating the majority of
the soil and groundwater impacts within site source zones in a short period of time (less than one year).
3.11 No Remedial Action
The approach of "no remedial action" can be used at some sites, in combination with long-term site
monitoring and institutional controls, depending upon the long-term objectives of site owners and
regulators. This approach is most suitable for sites where soil and groundwater impacts are well
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Draft Remedial investigation/Feasibility Study Quality Linen
characterized, do not cross property boundaries, and do not pose an immediate risk to human health or
the environment.
Applicability to Quality Linen Site: The soil and groundwater impacts are well characterized at the
Quality Linen site and have been shown to cross property boundaries to the north and west of the site.
Therefore, the "no remedial action" approach is not recommended for this site.
3.12 Monitored Natural Attenuation
Natural attenuation is a process whereby contaminant concentrations are decreased at a site through a
series of natural processes, including dispersion, sorption, dilution, volatilization, hydrolysis, and
biodegradation. Monitored Natural Attenuation (MNA) is defined by the EPA as the use of natural
attenuation processes, most specifically biodegradation, within the context of a carefully controlled and
monitored site cleanup approach that will reduce contaminant concentrations to levels that are protective
of human health and the environment within a reasonable time frame.
A study was conducted on the Quality Linen site to determine if natural attenuation is occurring at this
site, and if so, to determine if monitoring of this process would be a viable site cleanup approach. In
general, conditions were found to be favorable for biodegradation of chlorinated solvents at the site,
including the presence of a moderate amount of total organic carbon at the site, favorable oxidation
reduction potential, mid-range pH, and low dissolved oxygen. However, volatile organic analyses and
geochemicai parameters also suggest that complete dechlorination is not taking place at the site, stalling
at cis-1,2 DCE.
Applicability to Quality Linen Site: While monitoring the natural attenuation process at the Quality
Linen site will give insight into the biodegradation potential of the contaminants with time, the natural
attenuation process at the site is slow and is stalling at critical points in the degradation, process.
Therefore, monitored natural attenuation alone is not recommended for this site, but would be
recommended for monitoring known downgradient, off-site impacts.
4.0 RECOMMENDATIONS FOR REMEDIAL APPROACHES FOR THE QUALITY LINEN SITE
A combination of remedial approaches would need to be used to address soil and groundwater impacts
at the Quality Linen site.
4.1 Removal of Contaminant Mass in Source Areas
Contaminant mass would need to be addressed in soil and groundwater within the two source areas
down to 30 feet bgs, to the extent feasible. Several remedial approaches have been identified that would
likely be effective in mitigating contaminant mass in the two primary source areas, including In-Situ
Chemical Reduction (ISCR), Electrical Resistive Heating (ERH), and Thermal Conductive Heating (TCH).
TCH would likely be the most effective remediation alternative, with neariy 100 percent removal of
contaminant mass in the primary source areas. However, it is also the most expensive remediation
option, at approximately $1.5 to 1.8 million. ERH is also likely to be effective at the site and would be less
costly than TCH. The estimated cost for this remediation option to address the two primary source areas
is $700,000 to $900,000. However, the vendor has indicated that there is a risk of downward
contaminant migration during the remediation process.
ISCR is a much less expensive remedial option, although it has never been applied to address DNAPL.
An ISCR pilot study for a dry cleaner site in Oregon in 2009, with PCE groundwater concentrations up to
22,000 ug/L, has shown close to 99 percent mass removal under similar hydrogeologic conditions as the
Quality Linen site. A pilot study is recommended on a portion of one of the plumes at the Quality Linen
site to verify that the ISCR material could be successfully delivered and distributed into the subsurface
and that contaminant mass could be reduced. The pilot study could be conducted on a 400 square-foot
area, with quarteriy groundwater monitoring over a year, at an estimated cost of $25,000. If the pilot
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Draft Remedial Investigation/Feasibility Study Quality Linen
study is successful, the estimated cost to implement one phase of ISCR injection within the two primary
source areas at the Quality Linen site is approximately $150,000 to $180,000. One ISCR injection phase
would be expected to last between one and five years, and additional injections may be required.
4.2 Manage Shallow Groundwater Impacts Downgradient of Source Areas Within Property
Boundaries
Contaminant impacts to groundwater downgradient of source areas, but within property boundaries,
would need to be managed, either by attempting contaminant mass removal or by long-term monitoring.
Contaminant mass removal would be most effective using ISCR. One phase of ISCR injections would
cost approximately $250,000 to $300,000. Additional injections may be required every two to four years,
depending on the efficacy of the ISCR on existing groundwater impacts.
4.3 Manage Groundwater Impacts at Property Boundaries
Groundwater with concentrations of chlorinated solvents exceeding MCLs is migrating beyond Quality
Linen property boundaries, and is currently impacting neighboring properties. To the extent feasible,
these impacts must be limited in the future. One or two iron permeable reactive barriers (PRBs) would be
the most effective tools to intercept and limit future migration of impacted groundwater beyond property
boundaries. A pilot study would need to be conducted before installing the PRB to optimize injection
pressures and to account for preferential pathways that injected material might follow that could short-
circuit the injection process. The pilot study would be conducted in an area where a PRB would be
placed, so that injection locations could be incorporated into the planned barrier alignment. Estimated
cost to conduct the pilot study would be $12,000 to $15,000.
If the pilot study is successful, it is estimated that one PRB that is 80 feet long and 30 feet deep, would
cost approximately $60,000 to $70,000, and would be effective for approximately five years. The PRBs
would need to be kept in place as long as groundwater that contains concentrations of chlorinated
solvents exceeding MCLs continues to migrate beyond property boundaries.
4.4 Monitor Groundwater Impacts on Neighboring Properties
Groundwater impacts on neighboring properties to the north and west of the Quality Linen site would
need to be monitored on a periodic basis for the long-term. Frequency and duration of monitoring
activities would be negotiated with regulators. The estimated cost to install groundwater monitoring wells
on neighboring properties is dependent on the number of wells ultimately required, but can be expected
to range from $40,000 to $50,000. The estimated cost to conduct a monitoring event would be
approximately $8,000 to $12,000.
4.5 Monitor Deep Groundwater Impacts
Deep groundwater impacts (greater than 30 feet bgs) within the Quality Linen site would need to be
monitored on a periodic basis for the long-term. Frequency and duration of monitoring activities would be
negotiated with regulators. The estimated cost to install groundwater monitoring wells is dependent on
the number of wells ultimately required, but can be expected to range from $50,000 to $60,000. The
estimated cost to conduct a monitoring event would be approximately $8,000 to $12,000.
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Draft Remedial Investigation/Feasibility Study Quality Linen
5.0 REFERENCES
Insterstate Technology and Regulatory Cooperation Work Group, DNAPLs/Chemical Oxidation Work
Team, 2000, "Dense Non-Aqueous Phase Liquids: Review of Emerging Characterization and
Remediation Technologies."
Newell, C.J., Rifai, H.S., Wilson, J.T., Connor, J.A., Aziz, J.A., Suarez, M.P., 2002, "Calculation and Use
of First-Order Rate Constants for Monitored Natural Attenuation Studies," U.S. EPA/540/S02/500.
U.S. Environmental Protection Agency (U.S. EPA), 1996. "Soil Screening Guidance," Office of
Emergency and Remedial Response. U.S. EPA/540/R-96/018.
U.S. Environmental Protection Agency (U.S. EPA), 1998. "Technical Protocol for Evaluating Natural
Attenuation of Chlorinated Solvents in Ground Water," U.S. EPA/600/R-98/128.
U.S. Environmental Protection Agency (U.S. EPA), 2000. "BIOCHLOR Natural Attenuation Decision
support system User's Manual, Version 1.0." U.S. EPA/600/R-00/008
U.S. Environmental Protection Agency (U.S. EPA), 1998. "Permeable Reactive Barrier Technologies for
Contaminant Remediation," U.S. EPA/600/R098/125.
Wasatch Environmental, Inc., 2009. "Site Characterization Report: Quality Linen."
Waterloo Hydrogeologic, Inc., 2006. Visual MODFLOW User's Manual. Waterioo, Ontario.
Weidemeier, T.H., Rifai, H.S., Newell, C.J., and Wilson, J.T., 1999. Natural Attenuation of Fuels and
Chlorinated Solvents in the Subsurface, John Wiley & Sons, Inc., New York.
WASATCH ENVIRONMENTAL, INC.
Rebecca Gustin, E.I.T., P.G.
Project Geologist
Les Pennington, P.E.
Principal Engineer
Copies: (2) Addressee
(2) Allan Moore - DSHW
Wasatch Environmental, Inc. 21
Table 3
Estimates of Hydraulic Conductivity from Cone Penetrometer Testing
Quality Linen
1076-006B
CPT Test
Depth
(feet) Soil Type tso (sec) tso (mm)
Estimated K
(cm/sec)
CPT-OIA 9 Silt 16 5 0 28 1 X 10-6
CPT-OIA 13 Silty Clay 119 5 199 5x10 6
CPT-OIA 19 Silt 45 9 0 77 7x10 6
CPT-01 23 Silty Sand 15 0 25 2 X 10-6
CPT-02 15 Silt 186 8 3 11 5 X 10-6
CPT 02A 22 Clayey Silt 486 4 8 11 1 X 10-7
CPT-02 54 Silt 1532 25 53 5 X 10-7
Table 4
Summary of Soil Geochemicai Parameters
Quality Linen
1076-006B
Total Organic
Content
mg/kg
Density
Iblte
Porosity
%
GP-11 @3-5' 3000 120 48
GP-11 @ 3-5' Dup 9200 96 48
GP-12 @ 6 5-7' 4400 NA NA
GP-12 @ 15-17 5' 1300 NA NA
GP-17 @ 5-7 5' 7800 NA 50
GP-17 @ 15-17' 7300 NA 61
GP-22 @ 4-6" 3500 130 54
NA = Not Analyzed
Table 2
Summary of Groundwater Sampling Chlorinated Solvent and Petroleum Hydrocarbon Constituents
Subsurface Investigation
Quality Linen
1076^06 A
Benzene
'J='L)
Toluene
((•9"-)
Ethvlbenzene
(wg/L)
Total Xylenes
(iigfl-)
Naphthalene
(P9/1-)
ds 1.2-Dlchloroethena
Ira"-)
Tetrachloroethene
(ug/L)
Trichloroethene
(pg».)
trans 1,2-Dlchloroethene
(K9/L)
1.1-Dlchloroethene 1.2-DlchloroethanB Methylene Chloride
(P9/L)
Chloroethane
(lig/L)
Chloromethane
(U9/L)
Chloroform
(i-g/L)
Carbon Dlsuldde
(M/L)
Vinvl Chloride
(ug/L)
Screeninn Level Date Collected 5-lOOO-700* 10000-700* 70-5-5* 100-r 5- 4.«" 190" 0.19" 1000" 2-
Gala Tech Investlaation —
GP-1 4/23/2008 18 23 4.5 11 3,4 3,4 5 <2.0 <2,0 <2,0 =20 •=2,0 =2.0 =2.0 «2.0 =20 =1-0
GP-2 4/23/2008 11 15 27 7,3 26 88 <2,0 <2.0 <2,0 <20 <20 <20 =2,0 •=20 <20 <20 <1.0
GP.3 4/23/2008 7.0 69 <20 2.0 <2,0 2.9 <2,0 <20 <2,0 <2-0 <2,0 <2,0 =2.0 <2,0 <20 =2-0 =10
GP-4 4/23/2008 14 15 2.0 60 22 4.7 <20 <20 <2,0 <2,0 =20 <20 =2,0 <2,0 <2 0 <20 =10
GP-5 4/23/2008 24 30 6.3 15 4,9 7 5 <2-0 <2.0 <2,0 <2,0 =20 =2,0 =2,0 <2,0 <2.0 4,1 = 10
Gp.e 4/23/2008 16 20 4.2 9,0 3,6 6300 43 530 59 6,3 <2,0 <2,0 =20 <2,0 =20 55 430
GP-7 4/230008 <20 <2-0 <2,0 <2,0 <2,0 1200 700 1100 33 ^2 0 =2-0 <2,0 =2 0 =2,0 6.5 =2,0 41
GP-B 4/23/2008 3.4 4,0 <2 0 <2,0 <2 0 59 52 59 4,2 <2 0 =20 <2,0 <20 •=20 <2 0 <20 69
GP.9 4/23/2008 8 1 88 <2,0 3 8 <2 0 18 46 65 <2 0 <2,0 <2-0 =2,0 <2.0 <2,0 =2.0 2-3 =1.0
)A/asatch Investlaation . _
GP-10(5-15') 9/16/2008 34 32 4,7 14 7 5 <2.0 <2 0 <20 <2,0 <2 0 <2-0 =2 0 =20 =2,0 <2.0 N/A =1.0
GP-11 (5-15') 9/16/2009 13 15 27 6,8 2,3 26 <2-0 <20 <2,0 <2.0 <2.0 <2,0 =2.0 =2-0 =20 N/A <1 0
MW-6S/GP-11 (15-20'1 12/2/2008 N/A N/A N/A N/A N/A 180 <2.0 <2,0 <2,0 <2.0 <2-0 <2-0 =2.0 =2-0 =20 N/A 1.5
MW-6£j/GP-11 (24-29') 12/2/2008 N/A N/A N/A N/A N/A <2.0 <2.0 <20 <2,0 <2,0 =20 <2-0 =2,0 •=2-0 <2.0 N/A <1.0
GP-12 (15-20') 9/16/2008 <1000 <2Q00 <2000 <2000 <2000 180000 15,000 56 y .• <2000 <2000 =2000 =2000 <2000 =2000 =2000 N/A 1100
GP-12 (25-30') 9/16/2008 <100 <200 <200 <200 <200 5400 3400 1700 <200 <200 <200 <200 =200 =200 =200 N/A =100
GP-12 (35-40') 9/16/2008 <10 <20 <20 <20 <20 410 2500 240 <20 <20 =20 =20 <20 <20 <20 N/A =10
GP-12 (45-50') 9/16/2008 <1.0 <2.0 <2.0 <20 <20 45 150 14 •=2.0 <2.0 <2.0 =2.0 =20 =2.0 <20 N/A 18
MW-1/GP-12 (60-65') 12/16/2008 N/A N/A N/A N/A N/A 10J 20J <20U <20U <20U •=20U <20U <20U <2nu <20U N/A =10U
GP-13 (5-15') 9/16/2008 <1.0 <20 <2,0 <2,0 <2,0 2,2 <2.0 <2,0 <2.0 <2,0 <2.0 <2.0 =20 =2-0 =20 N/A <1.0
GP-13(5.15')iJUD 9/16/2008 <1,0 <2.0 <2,0 <2,0 <20 2,0 <2.0 <2,0 <2.0 <2,0 <2.0 =2.0 =2,0 =2-0 <2.0 N/A <1.0
MW-5/GP-13 (15-20') 12/2/2008 N/A N/A N/A N/A N/A 3,6 <20 <2-0 <2.0 <2,0 =2.0 =2 0 =20 =2.0 •=2.0 N/A <1.0
GP-14 (5-15') 9/16/2008 2.2 7 9 <Z0 4 0 <2,0 1200 4.7 49 19 <2,0 =2 0 <2.0 =20 =2.0 =2.0 N/A 20
GP-14 (15-20') 12/1/2008 N/A N/A N/A N/A N/A 6.700 <20 <2,0 150 12 =2.0 <2,0 =2,0 <2.0 <20 N/A 380
GP-14 (25-30') 12/3/2008 N/A N/A N/A N/A N/A 2 1 <2.0 •=20 <2.0 <2 0 =2.0 <2.0 =2,0 <2.0 <20 N/A =1.0
GP-15(5-15') 9/16/2008 13 14 22 6,6 3.1 <2,0 16 <2,0 <2,0 <2,0 <2.0 <2.0 •=2,0 <2.0 <20 N/A =1-0
GP-15 (5-15') dUD 9/16/2008 19 19 2,8 8,6 4,0 <20 16 2,0 <2.0 <2,0 <2,0 •:2.0 =2,0 <2.0 <2.0 N/A <1.0
GP-15 (15-20') 12A!n008 N/A N/A N/A N/A N'A 100 <20 <2,0 6,4 <20 <2,0 <2.0 =20 =2.0 <2-0 N/A <1.0
GP-15 (25-30') 12/3/2008 N/A N/A N/A N/A N/A <2,0 <2.0 <2,0 <2,0 <2,0 <2-0 <2.0 =2,0 =20 <2.0 N/A <1.0
GP-16(5-15') 9/16/2008 2.8 3,6 <20 <20 <2,0 37 <2 0 <2,0 <2.0 <2,0 =2,0 <2.0 =20 =20 =2.0 N/A <1.0
GP-17 (5-15') 9/17/2008 ^ <1.0 <2.0 <2,0 <2,0 <2,0 130 16 3 4 3.7 <2,0 =2 0 <2.0 =2,0 =20 <20 NA 52
GP-17 (15-20') 9/17/2008 «53 <100 <'00 <100 <100 3200 3700 1200 <100 <100 =100 =100 =100 <100 <100 N/A 1600
GP-ia(5-15') 9/17/2008 <1.0 <2,0 <2,0 •<2,0 <2,0 62 <2.0 <2C <2.0 <20 =2,0 <2.0 =2,0 <2.0 <2.0 N/A =10
GP-19 (5-15') 9/17/2008 <1.0 <2.0 <2,0 <20 <2,0 <2,0 <2,0 <2,0 <2,0 <2,0 <2,0 <2.0 =20 =2,0 <2,0 N/A =10
GP-20 (5-15') 9/17/2008 <1.0 <2.0 <2,0 <2,0 <20 240 460 130 16 <20 =2,0 <2.0 =2,0 <2,0 <20 N/A 180
GP-20 (15-20') 9/17/2008 <50 <100 <100 <100 <100 2100 150 <100 <100 <100 <100 <100 =100 =100 =100 N/A =50
GP-21 (5-15') 9/17/2008 <20 <40 <40 ^iO <40 260 1100 510 <40 <40 =40 <40 <40 =40 <40 N/A 92
GP-21 (15-20') 9/17/2008 <50 <100 '100 <100 <100 6600 44,000 5200 <100 <100 <100 <100 =100 =100 =100 N/A =50
MW-3S/GP-21 (24-29') 12/3/2008 N/A N/A i;,A N/A N/A 3.400 43 220 29 14 <2,0 =2,0 32 =2.0 <20 N/A 22
MW-3d/GP-21 (35-40') 12/4/2008 N/A N,'A N/A N'A N/A <2,0 <2,0 <2 0 <2 0 <2,0 <2,0 <2 0 =20 <2 0 <20 N/A = 1 0
GP-22 (5-15') 9/16/2008 <1.0 4,8 <2,0 <2,0 <2.0 99 <2,0 <2,0 <2.0 <2,0 <2,0 =2,0 =2,0 =2,0 <2-0 N/A <1.0
GP-22 (15-20') 12/2/2008 Nffi. N/A N/A N/A N/A 130 <2,0 <2.0 2,8 <2,0 12 <2,0 =20 =2,0 <20 N/A =1.0
GP-23(5-15') 12/2/2008 N/A N/A N/A N/A N/A <20 <2,0 <2.0 <2,0 <2,0 =2 0 =2,0 =20 =20 <20 N/A <1.0
GP-23 (15-19') 12/2/2008 N/A N/A N/A N/A N/A <2,0 <2,0 <20 <2,0 <2,0 <2,0 <2,0 =20 =2,0 =2-0 N/A <1.0
GP-23 (15-19') dUD 12C2O008 N/A N/A N/A N/A N/A <2,0 <2,0 <2.0 <2,0 <20 =2,0 =2,0 =2,0 =2.0 <2-0 N/A =10
MW-7(GP-24 (15-20') 12/2/2008 N/A N/A N/A N/A N/A <2,0 <2,0 <2.0 <2,0 <2,0 =2,0 <2,0 <2,0 =2.0 <2-0 N/A <1.0
MW-4s/GP-25(5-15') 12^/2006 N/A N/A N/A N/A N/A 310 <2.0 14 120 <2,0 <2,0 5,1 <2,0 =20 <2.0 N/A 16
Ml/V-4m/GP-25 (15-20') 12/3/2008 N/A N/A N/A N/A N/A 330 <2,0 23 94 <2,0 <2,0 3 9 <2,0 =20 <2-0 N/A 18
MW-4m/GP-25 (15-20') duD 12/3/2008 N/A N/A N/A N/A N/A 330 «2,0 23 94 <2 0 =2,0 4,1 =20 =20 <2-0 N/A 1.9
MW-4d/GP-25 (24-29') 12/4/2008 N/A N/A N/A N/A N/A <20 <2,0 <2,0 <2 0 <20 =2,0 <2,0 <2,0 =2.0 •=20 N/A <1 0
GP-26 (15-201 12/3/2008 N/A N/A N/A N/A N/A 88 <2,0 <20 7,3 <2.0 =2,0 =2,0 <2,0 =2.0 <2-0 N/A 4-3
GP-26 (25-30'l 12/3/2008 N/A N/A N/A N/A N/A <2,0 <2,0 <20 <2,0 =2,0 <2,0 <2-0 <2.0 =2.0 •=2-0 N/A =1.0
GP-27(15-20'1 12/4/2008 N/A N/A N/A N/A N/A 9,8 <2,0 <20 <20 <2,0 =2,0 <2-0 =2,0 =2.0 •=2-0 N/A = 10
MW-2s/GP-28(5-15') 12/4/2008 N/A N/A N/A N/A N/A 17 2,7 20 <2,0 <2.0 =2,0 =2.0 =2.0 =2,0 <2-0 N/A 24
M)(V-2m/GP-28( 15-20') 12/4/2008 N/A N/A N/A N/A N/A 9.5 <2,0 59 <2.0 =2-0 =2,0 <2.0 •=2,0 =20 <2-0 N/A 1.8
MW-2d/GP-28 (24-29'l 12/4/2008 N/A N/A N/A N/A N/A <2 0 <2,0 <2 ] <2.0 <2 0 =2 0 =20 <2,0 =2,0 =2-0 N.'A =1.0
MW-2d/GP-28 (24-29") dUD 12/4/2008 N/A N/A N/A N/A N/A <2.0 <2,0 <2,0 <2.0 =2.0 =2,0 <2.0 <20 =2-0 =20 N/A <1.0
GP-29 (15-20'1 12/5/2008 N/A N/A N/A N/A N/A 4.3 <2,0 <2,0 <2.0 <2.0 =2,0 <2.0 =20 =20 <2,0 N/A 39
GP-30(15-20'1 12/8/2008 N/A N/A N/A N/A N/A 12 <2,0 <2,0 <2.0 <2 0 <2,0 <2.0 =20 =2.0 =20 N/A 19
GP-30 (25-30') 12/5/2008 N/A N/A N/A rvl/A N/A •;20 •:2,0 <2,0 <2.0 =2.0 =2,0 <2.0 <2-0 =2.0 =2-0 N/A =1.0
GP-31 (5-15') 10/10/2009 N/A N/A N/A N/A N/A 3,200 18.000 1,600 93 7.2 =2,0 <2.0 =20 =2 0 <2-0 N/A 140
GP-31 (5-15') dUD 10/10/2009 N/A N/A N/A N/A N/A 2,600 16.000 i,5ra 100 54 =2,0 <2.0 =2,0 4.6 •=2.0 N/A 140
3P-31 (15-20') 10/10/2009 N/A N/A N/A N/A N/A 64,000 74.000 4.000 320 <200 =200 <200 <200 =200 =200 N/A 470
3P-31 (24-29'l 10/10/2009 N/A N/A N/A N/A N/A 8.800 5 500 1,600 <200 =200 =200 •=200 =200 =200 =200 N/A = 100
3P-32(5-15'l 10/10/2009 N/A N/A N/A N/A N/A 1.500 710 280 38 =20 =20 =20 =20 =20 =20 N/A 170
3P-32 (15-20') 10/10/2009 N/A N/A N/A N/A N/A 53,000 120.000 17,000 220 300 =200 <200 =200 =200 =200 N/A 7.800
3P-33 (5-15') 10/10/2009 N/A N/A N/A N/A N/A 52 16 <2.0 2 2 =2.0 =2,0 <2,0 =2,0 =2.0 <20 N/A 27
3P-33 (15-20') 10/10/2009 N/A N/A N/A N/A N/A 99 92 <2,0 <2.0 =20 <2,0 <2,0 <2,0 =2.0 •=2.0 N/A 4.8
3P-34(5-15') 10/10/2009 N/A N/A N/A N/A N/A 45 38 7,8 7.2 <20 =2,0 •=2.0 <20 =2,0 •=2,0 N/A 10
3P-34(15-20'1 10/10/2009 N/A N/A N/A N/A N/A 200 5.5 -:2 0 34 <2.0 <2-0 <2.0 =2.0 =2-0 <20 N/A 160
:PT-3 (14-15') 10/31/2009 N/A N/A N/A N/A N/A 11.000 3.500 3,6C0 190 34 =2,0 <2.0 =2-0 =3,0 •=2,0 N/A 89
:PT-3 (23-24'l 10«1/2009 N/A N/A N/A N/A N/A 15,000 2,100 11,000 110 34 =20 <20 =20 =30 <20 N/A 50
:PT-3 (33-34') 10/31/2009 N/A N;A N/A r.„A N/A <20 •!20 <20 <20 <20 =20 <20 <20 =30 =20 N/A <10
N/A = Not analyzed
Groundwater results that are shaded were collected from previous investigations
* Federal Maximum Contaminant Levels
" EPA Region 9 Tap Water Regional Screening Level
Groundwater results reported at or above MCLs
Groundwater results reported above EPA Region 9 Tap Water Regional Screening Levei . _ .:
J= Estimated value between the MDL and ttie reporting limit (PQL). Results are accurate to one significant figure
U= This flag Indicates tbe compound was analyzed for but not detected above the MDL
Table 5
Summary of Groundwater Geochemicai Parameters
Quality Linen
1076-006B
Total Oxidation
Alkalinity Carbon Organic Dissolved Dissolved Dissolved Specific Potential
(as CaCOj) Dioxide Chloride Nitrate Sulfate Sulfide Content Iron Manganese Oxygen pH Conductivity Reduction Methane Ethane Ethene
mg/L mg/L (mg/L) (mg/L) (mg/L) (mg/L) (mg/L) (mg/L) (mg/L) (mg/L) mS/cm mVolts (mg/L) (mg/L) (mg/L)
MW-2m (15-20') 770 220 74000 0.014 310 ND 12 ND 1.4 0.8 6.9 >1000 -90 0.12 ND ND
MW-2d (24-29') 370 67 18000 0.052 64 ND 6.7 2.5 1.4 0.5 7.09 >1000 -134 6 ND ND
MW-3S (24-29') 1100 24 45 ND 0.89 ND 1 0.46 0.49 0.5 7.41 200 -220 13 ND ND
MW-4m (15-20') 820 180 110 ND 930 ND 9.7 0.4 0.95 0.4 6.89 320 -128 0.021 ND ND
MW-5 (15-20') 130 2.8 420 ND 14 ND 8.5 ND 0.0012 NA NA NA NA 0.052 ND ND
MW-6S (15-20') 500 17 79 ND 16 ND 4.9 ND 0.0012 2.4 8.25 80 30 0.2 ND ND
GP-11 @ 5-15' NA NA NA NA NA NA 7.4 NA NA NA NA NA NA 0,11 ND ND
GP-12 @ 5-15' NA NA NA NA NA NA 8.4 NA NA NA NA NA NA 0.16 ND 0.0033
GP-12 @ 5-15' Dup NA NA NA NA NA NA 8.8 NA NA NA NA NA NA NA NA NA
GP-12 @ 15-20 NA NA NA NA NA NA 12 NA NA NA NA NA NA 0.99 NA NA
GP-18 @ 5-15' NA NA NA NA NA NA NA NA NA NA NA NA NA ND NA NA
ND = Nondetect Laboratory Result
NA = Not Analyzed
s
I r —r-
70
/Approximate Scale (ft)
—1 r T
140
—1
280
ENVIRONMENTAL
Environmental Science and Engineering
SITE MAP
QUALITY LINEN
PROJECT NO.
1076-0068
DRAWING DATE
February 26, 2010
FIQURE
1
Billboard
GP-26
Parking Lot^
Concrete
^ Pad
GP-14
MW-5/GP-13
MW-6/GP-11
Parking Lot
MW-7/GP-24
GP-10
40
GP-23
Approximate Scale (ft)
Brooklyn Avenue
GP-15
T
80
GP-6
MW-3/GP-21
GP-20
I _ I-
GP-4
GP-8
Parts I
Washer i-
CPT-3
o
CPT-2 O
. OilA/Vater
Separator
GP-5
GP-30
a?
CO
c
o
-•—'
S CPT-1
3P-7
MW-I/
GP-12
3 GP-31
3 GP-32
Chemical
Storage
3 GP-34
GP-17 3 GP-33
MW-2/
GP-28
GP-3
CPT-4 O ^(;p
4- GP-27
P-2
-29
JJnderground
Brine Tank
_Approximate Location
Of Former UST
CP-1
Quality Linen
Main Building
GP-9
Offices
GP-18
CD
CO
.*—'
0)
o o
CM
GP-19
Legend
2007 Gaia Tech Boring Location
September 2008 Boring Location ^
October 2009 CPT Location 3
December 2008 Boring Location
December 2008 Monitoring Well Location
October 2009 Boring Location
^WASATCH
BORING AND MONITORING WELL
LOCATION MAP
ENVIRONMENTAL
Environmental Science and Engineering
QUALITY LINEN
PROJECT NO.
1076-006B
DRAWING DATE
March 17, 2010
FIGURE
2
GP-21 (2.5-5')
cis-l,2-Dichloroethene 130
Toluene 8.8
trans 1,2-chloroethene 7.2
Chloroform 9.6
Vinyl Chloride 49
GP-6 (4-6')
cis-1,2-Dlchloroethene 56
Tetrachloroethene 4,500
Trichloroethene 320
V .1
GP-20 (5-7.5')
cis-1,2-Dichloroethene 16
Total Xylenes 1.9
Bromodichloromethane 8.2
Tetrachloroethene 530
Chloroform 66
Trichloroethene 31
Vinyl Chloride 1.3
GP-7 (4-6')
cis-1,2-Dlchloroethene 7.7
Tetrachloroethene 10
Trichloroethene 10
Parking Lot
GP-10
GP-9
Offices
( GP-18
CO
CO
o o
CM
3
O
CO
GP-19
J
1^
40
Approximate Scale (ft)
1 1 1—
80 160
Legend
• 2007 Gaia Tech Boring Location
^ 2008 Wasatch Boring Location
NOTE: All analytical results in (pg/l<g)
^WASATCH
ENVIRONMENTAL
Environmental Science and Engineering
SOIL ANALYTICAL RESULTS
QUALITY LINEN
PROJECT NO.
1076-006A
DRAWING DATE
March 17, 2010
FIGURE
3
GP-22
GP-14 (9/16/08)
cis 1,2-DCE 1,200 ug/L
PCE 4.7 ug/L
TCE 49 ug/L
VC 20 |ig/L
trans 1,2-DCE_^ 19 Ug/L
GP-22 (9/18/08)
99 Ug/L
<2.0 ug/L
<2.0 ug/L
<1.0 ug/L
-16
GP-13 (9/16/08)
cis 1,2-DCE 2.2 ug/L
PCE <2.0 ug/L
TCE <2.0 ug/L
VC <1.0 Ug/L
GP-13 DUP (9/16/08)
iyiW-5/GP-13
—44-
cis 1,2-DCE 2.0 ug/L
PCE <2.0 ug/L
TCE <2.0 ug/L
VC <1.0 ug/L
GP-26
GP-16 (9/16/08)
37 ug/L
<2.0 ug/L
<2.0 ug/L
<1.0 ug/L
Parking Lot
GP-6 (2007)
cis 1,2-DCE 6,300 Ufi/L
PCE 43 ug/L
TCE 530 ug/L
VC 430 ug/L
trans 1,2-DCE 59 Ug/L
1,1-DCE 6.3 ug/L
Carbon Disulfide 5.5 ug/L
GP-11 (9/16/08)
cis 1,2-DCE
PCE
TCE
VC
26 ug/L
<2.0 Ug/L
<2.0 ug/L
<1.0 ug/L
GP-ia (9/16/08)
No Chlorinated Solvents Detected Above
Laboratory Reporting Limits
CPT-3 (10/31/09) 14'-15'
cis 1,2-DCE 11,000 ug/L
PCE 3,500 ug/L
TCE 3,600 ug/L
VC 89 ug/L
trans 1,2-DCE 190 ug/L
1,1-DCE 34 ug/L
GP-31 (10/10/09)
cis 1,2-DCE
PCE
TCE
VC
trans 1,2-DCE
1,1-DCE
IVIW-7/GP-24
3,200 ug/L
18,000 ug/L
1,600 ug/L
140 ug/L
93 ug/L
7.2 Ug/L
GP-32 (10/10/09)
cis 1,2-DCE 1,500 ug/L
PCE 710 ug/L
TCE 280 ug/L
VC 170 \ig/L
trans 1,2-DCE 38 ug/L
GP-34 (10/10/09)
cis 1,2-DCE
PCE
TCE
VC
trans 1,2-DCE
45 ug/L
38 ug/L
7.8 ug/L
10 Ug/L
7.2 ug/L
GP-8 (2007)
cis 1,2-DCE 59 Ug/L
PCE 5.2 ug/L
TCE 5.9 ug/L
VC 6.9 ug/L
trans 1,2-DCE 4.2 ug/L
1
GP-9 (2007)
cis 1,2-DCE 18 Ug/L
PCE 4.6 ug/L
TCE 6.5 Ug/L
VC <1.0 ug/L
GP-23 Brooklyn Aveni
iGP-6
GP-23 (12/2/08)
No Chlorinated Solvents Detected Above
Laboratory Reporting Limits
GP-15 (9/16/08)
cis 1,2-DCE <2.0 ug/L
PCE 16 Ug/L
TCE <2.0 ug/L
VC <1.0 ug/L
GP-15 DUP (9/16/08)
cis 1,2-DCE <2.0 ug/L
PCE 16 Ug/L
TCE 2.0 ug/L
VC <1.0 ug/L
GP-15
MW-4S/GP-25 (12/3/08)
cis 1,2-DCE
PCE
TCE
VC
trans 1,2-DCE
DCM
310 ug/L
<2.0 ug/L
14 ug/L
1.6 ug/L
120 ug/L
5.1 Ug/L*
GP-20
IVIW-3/GP-21
\1W-4/ /
GP-25 /
^ /
/ Parts 1"
' Washer
/
Trench
Drain
JCPT-3
. OilA/Vater
Separator
MW-1/ Z
GP-12
Chemical
" Storage
GP-17^ 3 GP-33
GP-4
GP-21 (9/17/08)
cis 1,2-DCE
PCE
TCE
VC
260 ug/L
1,100 ug/L
510 Ug/L
92 Ug/L
GP-20 (9/17/08)
cis 1,2-DCE 240 ug/L
PCE 460 ug/L
TCE 130 ug/L
VC 180 ug/L
trans 1,2-DCE 16 Ug/L
GP-17 (9/17/08)
cis 1,2-DCE 130 ug/L
PCE 16 Ug/L
TCE 3.4 ug/L
VC 52 ug/L
trans 1,2-DCE 3.7 ug/L
cis 1,2-DCE
PCE
TCE
VC
trans 1,2-DCE
Chloroform
1,200 ug/L
700 ug/L
1,100 ug/L
41 Ug/L
33 ug/L
5.S ug/L
GP-33 (10/10/09)
cis 1,2-DCE 52 ug/L
PCE 16 ug/L
TCE <2.0 ug/L
VC 27 ug/L
trans 1,2-DCE 2.2 ug/L
Offices
GP-18
GP-18 (9/17/08)
cis 1,2-DCE 6.2 ug/L
PCE <2.0 ug/L
TCE <2.0 ug/L
VC <1.0 ug/L
w
—r-
40
Approximate Scale
—1 T
80
(ft)
-r-—I
160
Federal Maximum Contaminant [.eveis (MCLs) For Groundwater (pg/L)
cis 1,2-Dlcliloroethene (cis 1,2-DCE)
Tetrachloroethene (PCE)
Trichloroethene (TCE)
trans 1,2-Dichloroethene (trans 1,2-DCE)
1,1-Dichloroethene (1,1-DCE)
Vinyl Chloride (VC)
Methylene Chloride (DCM)
cis 1,2-Dichloroethene
Tetrachloroethene
Trichloroethene
trans 1,2-Dtchloroethene
70 ug/L
5.0 iig/L
5.0 Ug/L
100 tlg/L
1,1-Dichloroethene
Chloroform
Carbon Disulfide
Vinyl Chloride
7.0 Mg/L
0.17 ug/L
1000 ug/L
2.0 Ug/L
Concentrations Above MCLs Are In Bold
* Above EPA Region 9 Tap Water Risk Based Concentration
Leqenci
• 2007 Gala Tech Boring Location
September 2008 Boring Location
December 2008 Boring Location
^ December 2008 Monitoring Well Location
3 October 2009 Boring/CPT Location
^WASATCH
ENVIRONMENTAL
Environmental Science and Engineering
CHLORINATED SOLVENT CONCENTRATIONS
IN GROUNDWATER 5-15' bgs
QUALITY LINEN
PROJECT NO.
1076-006A
DRAWING DATE
March 17, 2010
FIGURE
4
1 inch = 40 feet
GP-22
GP-26 (12/3/08)
cis 1,2-DCE 88 ug/L
PCE <2.0 ug/L
TCE <2.0 ug/L
VC 4.3 ug/L
////, trans 1,2-DCE 7.3 ug/L
GP-14 (12/1/08)
cis 1,2-DCE 6,700 ug/L
PCE <2.0 ug/L
TCE <2.0 ug/L
VC 380 ug/L
trans 1,2-DCE 150 ug/L
1,1-DCE 12 ug/L
GP-22 (12/2/08)
cis 1,2-DCE 130 Ug/L
PCE <2.0 ug/L
TCE <2.0 Ug/L
VC <1.0 ug/L
trans 1,2-DCE 2.8 ug/L
1,2-DCA 12 Ug/L
l\/IW-5/GP-13 (12/2/08)
Cis 1,2-DCE
PCE
IJCE
VC
3.6 ug/L
<2.0 ug/L
<2.0 ug/L
<1.0 ug/L
MW-5/GP-13
MW-6s/GP-ll (12/2/08)
cis 1,2-DCE
PCE
TCE
VC
180 ug/L
<2.0 ug/L
<2.0 ug/L
1.5 Ug/L
MW-7/GP-24 (12/2/08)
No Chlorinated Solvents Detected Above
Laboratory Reporting Limits
Concrete
Pad
Parking Lot
GP-23
CPT-3 (10/31/09) 23'-24'
cis 1,2-DCE 15,000 ug/L
PCE 2,100 ug/L
TCE 11,000 ug/L
VC 50 ug/L
trans 1,2-DCE 110 ug/L
1,1-DCE 34 ug/L
GR.-11
GP-31 (10/10/09)
cis 1,2-DCE 64,000 ^g/L
PCE 74,000 ^g/L
TCE 4,000 ug/L
VC 470 ug/L
trans 1,2-DCE 320 ug/L
W.7/GP-24
GP-32 (10/10/09)
Cis 1,2-DCE 53,000 ug/L
PCE 120,000 ^g/L
TCE 17,000 ug/L
VC 7,800 ug/L
trans 1,2-DCE 220 ug/L
1,1-DCE 300 ug/L
GP-34 (10/10/09)
cis 1,2-DCE 200 ug/L
PCE 5.5 ug/L
TCE <2.0 ug/L
VC 160 ug/L
trans 1,2-DCE 34 ug/L
GP-9,
GP-23 (12/2/08)
No Chlorinated Solvents Detected Above
Laboratory Reporting Limits
No Chlorinated Solvents Detected Above
Laboratory Reporting Limits
GP-15 (12/3/08)
Cis 1,2-DCE 100 ug/L
PCE <2.0 ug/L
TCE <2.0 ug/L
VC <1.0 Ug/L
trans 1,2-DCE 6.4 ug/L
cis 1,2-DCE
PCE
TCE
VC
trans 1,2-DCE
DCM
330 ug/L
<2.0 ug/L
23 ug/L
1.9 ixg/L
94 ug/L
4.1 ug/L
180,000 ug/L
15,000 ug/L
56,000 ug/L
1,100 ug/L
Offices
GP-33 (10/10/09)
cis 1,2-DCE 9.9 Ug/L
PCE 9.2 Ug/L
TCE <2.0 ug/L
VC 4.8 ug/L
GP-18
CD
in
'.n
o o
Cv)
GP-19
—I—
40
Approximate Scale (ft)
T 1 T
80 160
Federal Maximum Contaminant Levels (IVICLs) For Groundwater (Me/L)
cis 1,2-Dichloroethene (cis 1,2-DCE)
Tetrachloroethene (PCE)
Trichloroethene (TCE)
trans 1,2-Dichloroethene (trans 1,2-OCE)
1.1- Dichloroethene (1,1-DCE)
Vinyl Chloride (VC)
Methylene Chloride (DCM)
1.2- Dichloroethane (1,2-OCA)
cis 1,2-Dichloroethene 70 iig/L
Tetrachloroethene 5.0 ug/L
Trichloroethene 5.0 iig/L
trans 1,2-Dichloroethene 100 tig/L
1.1- Dichloroethene
1.2- Dichloroethane
Vinyl Chloride
Methylene Chloride
7.0 ug/L
5.0 ug/L
2.0 ug/L
4.3 ug/L
Concentrations Above MCLs Are In Bold
* Above EPA Region 9 Tap Water Risk Based Concentration
Legend
• 2007 Gaia Tech Boring Location
September 2008 Boring Location
December 2008 Boring Location
December 2008 Monitoring Well Location
9 October 2009 Boring/CPT Location
^WASATCH
ENVIRONMENTAL
Environmental Science and Engineering
CHLORINATED SOLVENT CONCENTRATIONS
IN GROUNDWATER 15-20' bgs
QUALITY LINEN
PROJECT NO.
1076-006A
DRAWING DATE
March 17, 2010
FIGURE
5
/ / / / / / / / / / / /
/
Billboard
Concrete
Ead
Brooklyn Avenue
N
W
OilAA/ater
Separator
CO
c
o
c
x: to
Chemical
Storage
1 Underground
I Brine Tank
_Approximate Location
Of Former UST
Quality Linen
Main Building
—1—
40
Approximate Scale (ft)
T
80
-1
160
Legend
Contaminant Source Area ^WASATCH
ENVIRONMENTAL
Environmental Science and Engineering
a)
to
.0
o
o
CONTAMINANT SOURCE AREA
LOCATION MAP
QUALITY LINEN
PROJECT NO.
1076-0068
DRAWING DATE
March 11, 2010
FIGURE
6
Concrete
^ Pad
IVIW-5/GP-13
<2.0 ug/L
MW-6/GP-11
! <2.0 ug/L
Approximate Extent of Groundwater
Impact Above Federal MCLs
MW-7/GP-24
<2.0 ug/L
Parking Lot
GP-10
Brooklyn Avenue
GP-31
74,000 Ul
GP-6
IV1W-3/GP-21
44,000 ug/L
GP-20
150 ug/L
MW-4/
GP-25
<2.0 ug/L
Parts I",
Washer
CPT-3
3,500 ug/L
O
£epa»3tor
GP-7
IVIV/-1/
GP-12
15,000 ug/L
GP-9
GP-32
• 120,000 ug/L
«\GP-34
£^.5 ug/L
GP-17
3,700 ug/L
Chemical
Storage
GP-33
* 9.2 ug/t
Offices
GP-5
^P-30
<2.0 ug/L
CD
05
c
_g
c
to
CO
IVlW-2/
GP-28
<2.0 ug/L
G=-3
GP-29 ^
<2.0 ug/L
L _
0P-2
GP-27
'"<2.0 ug/L
Quality Linen
Main Building
! Underground
-' Brine Tank
_Approximate Location
Of Former UST
CP-1
GP-1J
(U u.
.t~i
C/)
tn
o o
CNJ
GP-
'////
PCE IMPACTED GROUNDWATER
ABOVE FEDERAL MCLs (15'-20' bgs)
Approximate Scale (ft)
—I —r
20
T
40 80
Legend
• 2007 Gaia Tecii Boring Location December 2008 Boring Location
September 2008 Boring Location ^ December 2008 IVIonitoring Well Location
O October 2009 CPT Location « October 2009 Boring Location
NOTE: Federal Maximum Contaminant Level for Tetrachloroethene (PCE) in Groundwater is 5.0 ug/L
^WASATCH
ENVIRONMENTAL
Environmental Science and Engineering
QUALITY LINEN
PROJECT NO.
1076-006B
DRAWING DATE
March 17, 2010
FIGURE
7
Approximate Extent of Groundwater
Impact above Federal MCLs
/ MW-7/GP-24
MW-6/GP-11 / <2 0 ug/L
<2.0 ug/L / GP-10
GP-31
4,000 ug/L
GP-9
GP-7
MW-1/ J
GP-12
56,000 ug/L
17,000 ug/L
r
Offices
GP-33
<2.0 ug/L
GP-17
1,200 ug/L
M\V-2/
GP-28
5.9 ug/L
G=-3
GP-29 f
<2.0 ug/L 7"
GP-27
•'<2.0 ug/L
Quality Linen
Main Building
Underground
I Brine Tank
L
0^-2
Approximate Location
~" Of Former UST
GP-18
f.O
C/1
0.)
o
C^l
GP-1E
/Vpproximate Scale (ft) ^
20
-1
80
Legend
• 2007 Gaia Tech Boring Location ^ December 2008 Boring Location
September 2008 Boring Location ^ December 2008 Monitoring Well Location
O October 2009 CPT Location • October 2009 Boring Location
NOTE: Federal Maximum Contaminant Level for Trich.oroethene(TCE) in Groundwater is 5.0 ug/L
^WASATCH
ENVIRONMENTAL
Environmental Science and Engineering
TCE IMPACTED GROUNDWATER ABOVE
FEDERAL MCLs(15'-20' bgs)
QUALITY LINEN
PROJECT NO.
1076-006B
DRAWING DATE
March 17, 2010
FIGURE
8
130 ug/L
3;|ibo
GP-16
Concrete
MW-5/GP-13
3.6 ug/L
A GP-26
88 ug/L
GP-14
6,700 ug/L
Brooklyn Avenue
GP-23
•f- <2.0 ug/L
GP-6
GP-15
100 ug/L MW-3/GP-21
6,600 ug/L
0~
GP-20
2,100 ug/L
MW-4/
GP-25
330 ug/L Parts _
Washer
GP-4
Approximate Extent of Groundwater
Impact Above Federal MCLs Parking Lot
MW-6/GP-11
180 ug/L
CPT-3
15,000 ug/L
O
MW-7/GP-24
<2.0 ug/L
GP-10
GP-31
ug/L
GP-7
MW-1/
GP-12 M
Oil/Water ^8°'°°° "S'L
Separator
GP-5
GP-30
12 ug/L
C7?~
64^00 GP-8 GP-9
0 GP-32
53,000 ug/L
Chemical
Storage
GP-34
' 200 ug/L
GP-33
9.9 ug/L
Offices
r:MW-2/GP-28
c 9.5 ug/L ^
GP-3
GP-2
GP-29 %
4.3 ug/L
. GP-27
9.8 ug/L
GP-1
GP-17 /
3,200 ug/L
Quality Linen
Main Building
"i Underground
' Brine Tank
^proximate Location
Of Former UST
GP-18
<U
I—
C/)
I
o o
CsJ
GP-19
N Legend
Approxiinate Scale (Ft)
T 1
20
X
40
-1
80
December 2008 Boring Location
^ December 2008 Monitoring Well Location
• CDctober 2009 Boring Location
NOTE: Federal Maximum Contaminant Level for cis 1,2-Dichloroethene (cis 1,2-DCE) is 70 ug/L
• 2007 GaiaTech Boring Location
September 2008 Boring Location
O October 2009 CPT Location
^WASATCH
ENVIRONMENTAL
Environmental Science and Engineering
CIS 1,2-DCE IMPACTED GROUNDWATER
ABOVE FEDERAL MCLs 15'-20' bgs
QUALITY LINEN
PROJECT NO.
1076-006B
DRAWING DATE
March 17, 2010
FIGURE
9
FILL
BROWN SANDY CLAY
BLACK SOFT ORGANIC CLAY
FIRM GRAY CLAY
GRAY SILTY SAND
^WASATCH
ENVIRONMENTAL
Environmental Science and Engineering
2410 West California Avenue
Salt Lake City, UT 84104
801-972-8400
wvvw.wasatch-environmental.com
SITE LITHOLOGY
QUALITY LINEN
PROJECT NO
1076-0068
DRAWING DATE
3/12/2010
FIGURE
11
PCE (mg/L)
0.005
•
•
•
0.01
0.1
0.5
1
10
120 ^WASATCH
ENVIRONMENTAL
Environmentai Science and Engineering
2410 West California Avenue
Salt Lake City, UT84104
801-972-8400
www.v/asatch-environmental.com
PCE PLUME 15-20'
QUALITY LINEN
PROJECT NO
1076-006B
DRAWING DATE
3/12/2010
FIGURE
12
APPENDIX A
SOIL PROBE LOGS
DATE DRILLED October 10 2009
LOGGED BY Rebecca Studenka
REFERENCE ELEVATION
DRILL RIG Geoprobe 6600DT
TOTAL DEPTH 29
DEPTH TO GROUNDWATER
DESCRIPTION AND CLASSIFICATION
Description and Remarks Color Consist
Soil
Type
V
a.
0)
Q
0)
Q.
E
as
CO
o o u.
"(3 I
m
CL
a.
> o
Temporary
Well
Construction
r I D PVC
CONCRETE
SAND some sill moist
CLAY some silt and organics moist
Saturated
4 sand lense some silt and organics saturated
CLAY some organics and silt saturated
3 sand lense some silt and organics saturated
CLAY some silt
Brown
Brown
Medium
Dense
Soft
Gray
Black
Very
Soft
Gray
Green
Medium
Stiff
Brown
Gray
Gray
Green
Brm Gray
Gray
Green
Medium
Dense
Medium
Stiff
Med Dense
Medium
Stiff
SP
CL
SP
CL
SP
CL
1-
2-
3-
4
5-
6
7
8-
9-
10-
11-
12-
13-
14-
15-
16-
17-
18-
19-
20-
Bentonile
Filter
Sand-
Filter.
Sanr'
0 010
Slotted-
Screen
^WASATCH
ENVIRONMENTAL
Environmental Science and Engineering
BOREHOLE LOG
Quality Linen
Salt Lake City Utah
PROJECT NO 1076 006A WELL NO GP31
Paget of2
DATE DRILLED October 10 2009
LOGGED BY Rebecca Studenka
REFERENCE ELEVATION
DRILL RIG Geoprobe 6600DT
TOTAL DEPTH 29
DEPTH TO GROUNDWATER
DESCRIPTION AND CLASSIFICATION
Description and Remarks
SILT some clay and organics saturated
CLAY some silt sand and organics saturated
3 sand lense trace gravel saturated
CLAY some silt and sand and organics saturated
SAND fine grained some silt saturated
CLAY some sand saturated
SAND fine to medium grained little silt and clay
Bottom of Boring = 29
Color Consist
Soil
Type
(U
LL
Q
Q.
CO
w
o o
LL
"(3 I
CD
CL
CL
>
o
a> >
JO
Temporary
Well
Construction
1 ID PVC
Gray
Green
Gray
Black
Red
Brown
Gray
Black
Brown
Gray Gm
Gray
Green
Medium
Dense
Soft
Medium
Dense
Soft
Medium
Dense
Soft
Medium
Dense
ML
CL
SP
CL
SP
CL
SP
21-
22-
23-
24-
25-
26-
27-
28-
29-
30-1
31
32-
33-
34-
35-
36-
37-
38
39-
40-
Filter. Sana"
0 010 Slottec Screen
^WASATCH
ENVIRONMENTAL
Environmental Science and Engineering
BOREHOLE LOG
Quality Linen
Salt Lake City, Utah
PROJECT NO 1076 006A WELL NO GP31
Page 2 of 2
DATE DRILLED October 10 2009
LOGGED BY Rebecca Studenka
REFERENCE ELEVATION
DRILL RIG Geoprobe 6600DT
TOTAL DEPTH 20
DEPTH TO GROUNDWATER
DESCRIPTION AND CLASSIFICATION
Description and Remarks Color Consist
Soil
Type
LL
a.
Q
9)
a.
E
CO
o o
LL
I
CD
a. a.
>
O
>
(U
0)
Temporary
Well
Construction
1 I D PVC
mill III III CONCRETE
SAND fine to medium grained moist
CLAY some silt trace sand and organics moist
Some silt and organics
Saturated
2 sand lense some silt and organics saturated
CLAY some silt and organics saturated
SILT some clay and organics saturated
CLAY some silt and organics saturated
\Bottom of Bonng = 20
Brown
Brown
Medium
Dense
Medium
Stiff
Black
Black
Gray
Green
Brown
Gray
Gray
Green
Soft
Very
Soft
Bn«n Gray
Gray
Green
Gray
Green
Gray Grn
Medium
Stiff
Very
Soft
Med Dense
Very
Soft
Medium
Dense
Med Stiff
SP
CL
SP
CL
ML
CL
1
2-1
3
4-1
5
6
7-1
8
9
10-
11-
12
13-
14-
15
16-
17-
18-
19
20-
21-
Bentonite
Filter
Sand
0 010
Slotted"
Screen
Filter
Sand
0 010
Slotted '
Screen
^WASATCH
ENVIRONMENTAL
Environmental Science and Engineering
BOREHOLE LOG
Quality Linen
Salt Lake City Utah
PROJECT NO 1076 006A WELL NO GP32
Page 1 of 1
DATE DRILLED October 10 2009
LOGGED BY Rebecca Studenka
REFERENCE ELEVATION
DRILL RIG Geoprobe 6600DT
TOTAL DEPTH 20
DEPTH TO GROUNDWATER
DESCRIPTION AND CLASSIFICATION
Descnption and Remarks Color Consist
Soil
Type
LL
O.
D
Q.
E
TO
W
O
o
LL.
"ifl
o
CD
CL
CL
>
o
0) >
0)
0)
Temporary
Well
Construction
1 ID PVC
CONCRETE
GRAVEL some sand moist
CLAY some silt sand and organics moist
Saturated
Some silt and organics
4 sand lense fine to medium grained some silt
saturated
CLAY some silt and organics saturated
Bottom of Bonng = 20
Brown
Brown
Med Dense
Medium
Stiff
Gray
Green
Black Soft
Very
Soft
Gray
Black
Gray
Green
Black
Soft
Very
Soft
Soft
Very
Soft
Gray Grn
Gray
Green
Med Dense
Medium
Stiff
GP
CL
SP
CL
1
2-1
3
4-1
5
6
7-
8-
9
10
m
12
13
14-
15-
16
17-1
18
19H
20
21
Bentonite-
Filter
Sand
0 010
Slotted"
Screen
I
i
Filter.
Sand
0 010
Slotted"
Screen
^WASATCH
ENVIRONMENTAL
Environmental Science and Engineering
BOREHOLE LOG
Quality Linen
Salt Lake City. Utah
PROJECT NO 1076 006A WELL NO GP33
Page 1 of 1
DATE DRILLED October 10 2009
LOGGED BY Rebecca Studenka
REFERENCE ELEVATION
DRILL RIG Geoprobe 6600DT
TOTAL DEPTH 20
DEPTH TO GROUNDWATER
DESCRIPl ION AND CLASSIFICATION
Description and Remarks Color Consist
Soil
Type
(U
o.
0)
Q
Q.
E
TO
CO
o o
LL
"SJ
o
m
Q.
CL
>
O
(U
>
Temporary
Well
Construction
1 ID PVC
CONCRETE
Cl-AY some sand moist
SAND fine to medium grained
CLAY some silt and organics moist
Some organics and gravel little sand
Saturated
Some organics little gravel
SILT trace sand little organics saturated
CLAY some silt gravel and organics saturated
Some silt and organics
3 sand lense some silt and organics saturated
CLAY some silt and organics saturated
\Bottom of Boring = 20
Brown
Brown
Brown
Black
Medium Stiff
Medium
Dense
Medium
Stiff
Brown
Black
Green
Very
Soft
Brown
Black
Soft
Very
Soft
Gray
Green
Brown
Black
Medium
Dense
Very Soft
Gray
Green
Gray Grn
Gray Grn
Medium
Stiff
Med Dense
Med Stiff
CL
SP
CL
ML
CL
SP
CL
1
2
3
4
5-1
6
7
8
9H
10
m
12
13
14-]
15
16
17-1
18
19-1
20
21
Bentonite '
Filter_
Sand
0 010
Slotted
Screen
Filter,
Sand
0 010
Slotted
Screen
^WASATCH
ENVIRONMENTAL
Environmental Science and Engineering
BOREHOLE LOG
Quality Linen
Salt Lake City Utah
PROJECT NO 1076 006A WELL NO GP34
Page 1 of 1
APPENDIX B
ANALYTICAL RESULTS FOR GROUNDWATER SAMPLES
A
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City Utah
84115
[phone]
Toll Free [phone]
Fax [phone]
e-mail awal@awal-labs com
KyleF Gross
Laboratory Director
Jose Rocha
QA Officer
Rebecca Studenka
Wasatch Environmental
2410 West California Avenue
Salt Lake City, UT 84104-
TEL [phone]
FAX [phone]
RE Quality Linen / 1076-006A
Dear Rebecca Studenka
Lab Set ID 0910194
American West Analytical Laboratories received 11 sample(s) on 10/12/2009 for the
analyses presented in the following report
All analyses were performed in accordance to The NELAC Institute protocols unless
noted otherwise American West Analytical Laboratories is certified by The NELAC
Institute in the following states Utah, Colorado, Idaho, and Texas Certification document
is available upon request If you have any questions or concerns regarding this report
please feel free to call
The abbreviation "Surr" found in organic reports indicates a surrogate compound that is
intentionally added by the laboratory to determine sample injection, extraction, and/or
purgmg efficiency The "Reporting Limit" found on the report is equivalent to the
practical quantitaion hmit (PQL) This is the minimum concentration that can be reported
by the method referenced and the sample matrix The reporting limit must not be confused
with any regulatory limit
Thank You,
Approved by
aboratory Director or designee
RepoitDats 10/14/2009 Pagp I or34
All analyses applicable to the CWA SDWA, and RCRA are performed in accordance to NELAC protocols Perbnent sampling infonnatlon is located on the attached COG This report Is
provided for lha exclusive use of the addressee Pnvileges of subsequent use of the name of this company or any member of its staff or reproduction of this report In connection with
the advertisement promotion or sale of any product or process or in connection with the re publication of this report for any purpose other than for the addressee will be granted only
on contact This company accepts no responsibility except for the due performance of Inspection and/or analysis in good faith and according to the rules of the trade and of science
A
AMERICAN
WEST
ANALYTICAL
LABORATORIES
Client Wasatch Environmental
Project Quality Linen / 1076-006A
Lab Sample ID 0910194-OOlA
Cbent Sample ID GP-31 @ 5 IS
Collection Date 10/10/2009 10 50 00 AM
Received Date 10/12/2009
Method Used SW8260C
ORGANIC ANALYTICAL REPORT
Contact Rebecca Studenka
Analyzed 10/12/2009 1 23 00 PM
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
Toll Free [phone]
Fax [phone]
e-mail awal@awal labs com
KyleF Gross
Laboratory Director
Jose Rocha
QA Officer
Analytical Results VOAs VOX List by GC/MS Method 8260C/5030C
Units )ig/L
Dilution Factor 1
Compound
CAS
Number
Reporting
Limit
Analytical
Result Qual
1,1,1 2 Tetrachloroethane 630 20 6 20 <20
1 1 l-Trichloroethane 71 55 6 20 <20
112 2 Tetrachloroethane 79-34 5 20 <2 0
1 1,2-Trichloro-l 2 2-trifluoroethane 76-13-1 20 <20
1 1 2-Tnchloroethane 79 00-5 20 <20
1 1-Dichloro 1-propene 563 58 6 20 <20
1 1-Dichloroethane 75 34-3 20 <20
1,1 -Dichloroethene 75 35 4 20 72
1 2,3-Trichlorobenzene 87 61 6 20 <2 0
1 2,3-Trichloropropane 96-18 4 20 <20
1 2 4-Trtchlorobenzene 120 82 1 20 <20
l,2-Dibromo-3 chloropropane 96-12 8 50 <5 0
1 2-Dibromoethane 106-93-4 20 <20
1,2-DichIorobenzene 95 50 1 20 <20
1 2-Dichloroethane 107 06 2 20 <20
1 2 Dichloropropane 78 87 5 20 <20
1 3 Dichlorobenzene 541 73 1 20 <20
1 3-DichIoropropane 142 28-9 20 <20
1 4 Dichlorobenzene 106-46-7 20 <20
2 2-Dichloropropane 594 20-7 20 <20
2 Chloroethyl vmyl ether 110 75 8 50 <5 0
2 Chlorotoluene 95 49 8 20 <20
4 Chlorotoluene 106 43-4 20 <20
Allyl chloride 107 05-1 50 <5 0
Benzyl chloride 100-44 7 5 0 <50
Bromobenzene 108-86-1 20 <20
Bromochloromethane 74 97 5 20 <20
Bromodichloromethane 75 27 4 20 <20
Bromoform 75 25 2 20 <20
Report Date I0/I4y2009 Page 2 of 34
All analyses applicable to the CWA SDWA and RCRA are performed in accordance to NEt.AC protocols Pertinent sampling information is located on the attached COC This report is
provided for the exclusive use of the addressee Pnvileges of subsequent use of the name of this company or any member of its staff or reproduction of this report in connection with
the advertisement promotion or sale of any product or process or In connection with the re publication of this report for any purpose other than for the addressee will be granted only
on contact This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the niles of the trade and of science
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
Toll Free [phone]
Fax [phone]
e-mail awal@awal-labs com
KyleF Gross
Laboratory Director
Jose Rocha
QA Officer
Client Wasatch Environmental
Project Quality Linen / 1076-006A
Lab Sample ED 0910194-OOlA
Client Sample ID GP 31 @ 5-15'
Collection Date 10/10/2009 10 50 00 AM
Received Date 10/12/2009
Method Used SW8260C
Analytical Results
ORGANIC ANALYTICAL REPORT
Contact Rebecca Studenka
Units ug/L
Analyzed 10/12/2009 1 23 00 PM
VOAs VOX List by GC/MS Method 8260C/5030C
CAS Reporting Analytical
Compound Number Limit Result Qual
Bromomethane 74 83-9 50 <50
Carbon tetrachloride 56-23 5 20 <20
Chlorobenzene 108 90-7 20 <20
Chloroethane 75-00-3 20 <20
Chloroform 67-66 3 20 <20
Chloromethane 74-87 3 30 <30
Chloroprene 126-99 8 20 <20
CIS 1 2-Dichloroethene 156 59 2 200 3,200 D
CIS 1 3-Dichloropropene 10061 01-5 20 <20
Dibromochlorom ethane 124-48-1 20 <2D
Dibromomethane 74-95 3 20 <20
Dichlorodifluoromethane 75 71 8 20 <20
Hexachlorobutadiene 87-68 3 20 <20
lodomethane 74-88 4 50 <50
Methylene chloride 75 09 2 20 <20
Pentachloroethane 76-01 7 50 <50
Tetrachloroethene 127 18-4 200 18,000 D
trans-1 2-Dichloroethene 156 60 5 20 93
trans-l,3-Dichloropropene 10061-02-6 20 <20
trans l,4-Dichloro-2-butene 110 57-6 20 <20
Trichloroethene 79 01 6 200 1,600 D
Trichlorofluoromethane 75-69 4 20 <20
Vinyl chloride 75 01-4 1 0 140
Surr 1,2-Dichloroethane d4 17060-07 0 77 144 106
Surr 4 Bromofluorobenzene 460-00-4 80 123 98 2
Surr Dibromofluoromethane 1868-53 7 80-124 101
Surr Toluene-d8 2037-26-5 80 125 97 9
D This analyte was obtained from a J JOO diltuion.
ReportDate 10/14/2009 Page3of34
All analy4es applicable to the CWA SDWA and RCRA are performed in accordance to NELAC protocols Pertinent sampling information is located on the attached COC This report Is
provided for the exclusive use of the addressee Pnvileges of subsequent use of the name of this company or any member of its staff or reproduction of this report in connection with
the advertisement promotion or sale of any product or process or In connection with the re publication of this report for any purpose other than for the addressee will be granted only
on contact This company accepts no responsibility except for the due performance of inspection and/or analysis m good faith and according to the rules of the trade ant* of science
A
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
Toll Free [phone]
Fax [phone]
e mail awal@awal labs com
KyleF Gross
Laboratory Director
Jose Rocha
QA Officer
Client Wasatch Environmental
Project Quality Linen / 1076 006A
Lab Sample ID 0910194-002A
Client Sample ID GP 31 @ 5 15' dup
Collection Date 10/10/2009 10 50 00 AM
Received Date 10/12/2009
Method Used SW8260C
ORGANIC ANALYTICAL REPORT
Contact Rebecca Studenka
Analyzed 10/12/2009 1 04 00 PM
Analytical Results VOAs VOX List by GC/MS Method 8260C/5030C
Units ug/L
Dilution Factor 1
Compound
CAS
Number
Reporting
Limit
Analytical
Result
111 2-Tetrachloroethane 630 20 6 20 <20
1,1,1 Trichloroethane 71 55 6 20 <20
112 2 Tetrachloroethane 79-34-5 20 <20
1 1 2-Trichloro-l 2 2-trifluoroethane 76-13-1 20 <20
1,1,2-Trichloroethane 79-00-5 20 <20
1 1-Dichloro 1 propene 563-58 6 20 <20
1 1-Dichloroethane 75-34 3 20 <20
1,1-Dichloroethene 75-35-4 20 54
1 2,3-Trichlorobenzene 87-61 6 20 <20
1 2,3-Trichloropropane 96-18-4 20 <20
1 2,4-Trichlorobenzene 120 82 1 20 <20
1 2 Dibromo-3 chloropropane 96-12 8 50 <5 0
1 2-Dibromoethane 106-93 4 20 <20
1,2-Dichlorobenzene 95-50 1 20 <20
1,2 Dichloroethane 107-06-2 20 <20
1 2 Dichloropropane 78-87 5 20 <20
1 3-Dichlorobenzene 541 73-1 20 <20
1,3 Dichloropropane 142-28-9 20 <20
1,4 Dichlorobenzene 106-46-7 20 <20
2 2 Dichloropropane 594 20 7 20 <20
2 Chloroethyl vinyl ether 110 75 8 50 <50
2-Chlorotoluene 95-49 8 20 <20
4-Chlorotoluene 106 43 4 20 <20
Allyl chloride 107 05-1 50 <50
Benzyl chloride 100-44-7 50 <50
Bromobenzene 108 86-1 20 <20
Bromochloromethane 74-97-5 20 <20
Bromodichloromethane 75-27 4 20 <20
Bromoform 75-25-2 20 <20
Qual
ReportDate 10/14/2009 Page4of34
All analyses applicable to the CWA SDWA and RCRA are performed in accordance to NELAC protocols Pertinent sampling information is located on the attached COC This report Is
provided for the exclusive use of the addressee Pnvileges of subsequent use of ttie name of this company or any member of its staff or reproduction of this report in connection with
the advertisement, promotion or sale of any product or process or In connection with the re publication of this report for any purpose other than for the addressee will be granted only
on contact This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science
Client Wasatch Environmental
Project Quality Lmen / 1076-006A
AMERICAN Lab Sample ID 0910194 002A
WEST Client Sample ID QP-31 @ 5 15 dup
ANALYTICAL Collection Date 10/10/2009 10 50 00 AM
LABORATORIES Received Date 10/12/2009
Method Used SW8260C
ORGANIC ANALYTICAL REPORT
Contact Rebecca Studenka
Analyzed 10/12/2009 1 04 00 PM
Analytical Results
463 West 3600 South
Salt Lake City, Utah
84115
Units iig/L
[phone]
Toll Free [phone]
Fax [phone]
e-mail avyal@awal-lab3 com
KyleF Gross
Laboratory Director
Jose Rocha
QA Officer
VOAs VOX List by GC/MS Method 8260C/5030C
uimuon jracior i CAS Reporting Analytical
Compound Number Limit Result Qual
Bromomethane 74 83-9 50 <50
Carbon tetrachloride 56-23-5 20 <20
Chlorobenzene 108-90-7 20 <20
Chloroethane 75-00 3 20 <20
Chloroform 67-66-3 20 <20
Chloromethane 74 87-3 30 46
Chloroprene 126 99-8 20 <20
cis-1,2 Dichloroethene 156-59-2 200 2,600 D
CIS 1 3 Dichloropropene 10061-01 5 20 <20
Di bromoch loromethane 124-48 1 20 <20
Dibromomethane 74 95-3 20 <20
Dichlorodifluoromethane 75-71-8 20 <20
Hexachlorobutadiene 87 68-3 20 <20
lodomethane 74-88-4 50 <50
Methylene chloride 75-09-2 20 <20
Pentachloroethane 76 01 7 5 0 <50
Tetrachloroethene 127 18 4 200 16,000 D
trans-1 2-Dichloroethene 156 60 5 20 100
trans-l,3-Dichloropropene 10061-02-6 20 <20
trans-1,4-Dich loro-2-butene 110-57 6 20 <20
Trichloroethene 79-01-6 200 1,500 D
Trichlorofluoromethane 75-69 4 20 <20
Vmyl chloride 75-01 4 1 0 140
Surr 1 2-Dichloroethane-d4 17060-07-0 77-144 IDS
Surr 4-Bromofluorobenzene 460 00 4 80-123 98 5
Surr Dibromofluoromethane 1868-53 7 80-124 979
Surr Toluene-d8 2037 26 5 80-125 97 5
D This analyte was obtained from a I 100 dilution.
ReportDate 10/14/2009 Page5of34
All analyses applicable to the CWA SDWA and RCRA are performed m accordance to NELAC protocols Pertinent sampling Infomiation is located on the attached COC This report is
provided far the exclusive use of the addressee Privileges of subsequent use of the name of this company or any member of Its staff or reproduction of this report In connection with
the advertisement promotion or sale of any product or process or In connection with the re-publlcation of this report for any purpose other than for the addressee will be granted only
on contact This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the niles of the trade and of science
A ORGANIC ANALYTICAL REPORT
AMERICAN
WEST
ANALYTICAL Collection Date
LABORATORIES Received Date
Client Wasatch Environmental
Project Quality Linen / 1076 006A
Lab Sample ID 0910194 003A
Client Sample ID GP-32 @ 5 15'
10/10/2009 1 25 00 PM
10/12/2009
Method Used SW8260C
Contact Rebecca Studenka
Analyzed 10/12/2009 7 07 00 PM
Analytical Results VOAs VOX List by GC/MS Method 8260C/5030C
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
Toll Free [phone]
Fax [phone]
e-mail awal@awal-labs com
KyleF Gross
Laboratory Director
Jose Rocha
QA Officer
Units ug/L
Dilution Factor 10
Compound
CAS
Number
Reporting
Limit
Analytical
Result
1,1,1 2-Tetrachloroethane 630 20 6 20 <20
1 1 1-Trichloroethane 71-55-6 20 <20
112 2 Tetrachloroethane 79 34 5 20 <20
1,1,2 Trichloro-1,2,2 trifluoroethane 76 13-1 20 <20
1,1,2 Trichloroethane 79 00-5 20 <20
1 1 Dichloro-1 propene 563-58 6 20 <20
1 1 Dichloroethane 75 34-3 20 <20
1,1 Dichloroethene 75 35-4 20 <20
1 2,3 Trichlorobenzene 87-61 6 20 <20
12 3 Trichloropropane 96 18 4 20 <20
12 4 Trichlorobenzene 120 82 1 20 <20
1 2-Dibromo-3 chloropropane 96-12-8 50 <50
1,2-Dibromoethane 106 93 4 20 <20
1 2-Dichlorobenzene 95-50-1 20 <20
1 2-Dichloroethane 107-06 2 20 <20
1 2-Dichloropropane 78 87-5 20 <20
1 3-Dichlorobenzene 541 73-1 20 <20
1 3-Dichloropropane 142-28 9 20 <20
1,4-Dichlorobenzene 106 46 7 20 <20
2 2 Dichloropropane 594-20 7 20 <20
2 Chloroethyl vinyl ether 110-75 8 50 <50
2 Chlorotoluene 95 49 8 20 <20
4 Chlorotoluene 106 43 4 20 <20
Allyl chloride 107 05 1 50 <50
Benzyl chloride 100 44-7 50 <50
Bromobenzene 108 86 1 20 <20
Bromochloromethane 74-97 5 20 <20
Bromodichloromethane 75-27-4 20 <20
Bromoform 75 25-2 20 <20
Qual
ReportDate 10/14/2009 Page6of34
All analyses applicable to the CWA SDWA and RCRA are perfbmned in accordance to NELAC protocols Pertinent sampling information is located on the attached COC This report is
provided for the exclusive use of the addressee Privileges of subsequent use of the name of this company or any member of its staff or reproduction of this report in connection with
the advertisement promotion or sale of any product or process or in connection with the re publication of this report for any purpose other than for the addressee will be granted only
on contact This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of saence
A
Client Wasatch Environmental
Project Quality Linen / 1076-006A
AMERICAN Sample ID 0910194 003A
WEST Client Sample ID GP 32 @ 5 15'
ANALYTICAL Collection Date 10/10/2009 1 25 00 PM
LABORATORIES Received Date 10/12/2009
Method Used SW8260C
ORGANIC ANALYTICAL REPORT
Contact Rebecca Studenka
Analyzed 10/12/2009 7 07 00 PM
463 West 3600 South
Salt Lake City Utah
84115
[phone]
Toll Free [phone]
Fax [phone]
6-mail awal@aw3l labs com
KyleF Gross
Laboratory Director
Jose Rocha
QA Officer
Analytical Results VOAs VOX List by GC/MS Method 8260C/5030C
Units (ig/L
Dilution Factor 10
Compound
CAS
Number
Reporting
Limit
Analytical
Result Qual
Bromomethane 74 83-9 50 <50
Carbon tetrachloride 56 23 5 20 <20
Chlorobenzene 108 90-7 20 <20
Chloroethane 75 00-3 20 <20
Chloroform 67 66 3 20 <20
Chloromethane 74 87-3 30 <30
Chloroprene 126-99-8 20 <20
cis-1 2-Dichloroethene 156 59 2 20 1,500
CIS 1,3-Dichloropropene 10061 01 5 20 <20
Dibromochloromethane 124-48-1 20 <20
Dibromomethane 74 95 3 20 <20
Dichlorodifluoromethane 75 71 8 20 <20
Hexachlorobutadiene 87-68 3 20 <20
lodomethane 74 88 4 50 <50
Methylene chloride 75-09 2 20 <20
Pentachloroethane 76 01-7 50 <50
Tetrachloroethene 127-18-4 20 710
trans 1,2-DichIoroethene 156 60-5 20 38
trans-1 3-Dichloropropene 10061 02 6 20 <20
trans 1 4-Dichloro 2 butene 110-57-6 20 <20
Trichloroethene 79-01 6 20 280
Trichlorofluoromethane 75 69-4 20 <20
Vinyl chloride 75-01-4 10 170
Surr l,2-Dichloroethan&-d4 17060 07-0 77-144 108
Surr 4-Bromofluorobenzene 460-00 4 80-123 97 4
Surr Dibromofluoromethane 1868-53 7 80-124 97 8
Surr Toluene-d8 2037-26 5 80-125 997
The reporting limits were raised due to high analyte concentrations
ReportDate 10/1472009 Page 7 of 34
AJI analyses applicable to the CWA SDWA and RCRA are perfonned in accordance to NELAC protocols Pertinent sampling information is located on the attached COC This report Is
provided for the exclusive use of the addressee Privileges of subsequent use of the name of this company or any member of its staff or reproduction of this report in connection with
the advertisement promotion or sale of any product or process or m connection with the re publication of this report for any purpose other than for the addressee will bo granted only
on contact This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science
AMERICAN
WEST
ANALYTICAL Collection Date
LABORATORIES Received Date
Client Wasatch Environmental
Project Quality Linen / 1076-006A
La b Sample ID 0910194-004A
Client Sample ID GP 31 @ 24 29
10/10/2009 3 00 00 PM
10/12/2009
Method Used SW8260C
ORGANIC ANALYTICAL REPORT
Contact Rebecca Studenka
Analyzed 10/12/2009 4 54 00 PM
463 West 3600 South
Salt Lake City Utah
84115
[phone]
Toll Free [phone]
Fax [phone]
e-mail av/al@awal-labs com
KyleF Gross
Laboratory Director
Jose Rocha
QA Officer
Analytical Results VOAs VOX List by GC/MS Method 8260C/5030C
Units ug/L
Dilution Factor 100
Compound
CAS
Number
Reporting
Limit
Analytical
Result Qual
1,1 1,2-Tetrachloroethane 630 20 6 200 <200
1,1,1 Trichloroethane 71 55-6 200 <200
1 1 2,2-Tetrachloroethane 79 34-5 200 <200
1 1 2 Trichloro-1 2 2 trifluoroethane 76 13 1 200 <200
1,1,2-Tnchloroethane 79 00-5 200 <200
1,1 Dichloro 1-propene 563-58-6 200 <200
1 1 Dichloroethane 75 34-3 200 <200
1 1 Dichloroethene 75 35 4 200 <200
12 3 Trichlorobenzene 87 61 6 200 <200
12 3 Trichloropropane 96 18 4 200 <200
12 4 Trichlorobenzene 120 82-1 200 <200
1 2-Dibromo-3-chloropropane 96 12-8 500 <500
1 2 Dibromoethane 106 93 4 200 <200
1,2 Dichlorobenzene 95 50-1 200 <200
1 2-Di chloroethane 107 06 2 200 <200
1 2 Dichloropropane 78 87-5 200 <200
1 3-Dichloroben2ene 541-73-1 200 <200
1 3-Dichloropropane 142-28-9 200 <200
l,4-Dichlorob6nzene 106-46 7 200 <200
2 2-Dichloropropane 594-20 7 200 <200
2 Chloroethyl vmyl ether 110 75 8 500 <500
2 Chlorotoluene 95 49 8 200 <200
4 Chlorotoluene 106-43-4 200 <200
Allyl chloride 107 05 I 500 <500
Benzyl chloride 100-44-7 500 <500
Bromobenzene 108 86 1 200 <200
Bromochloromethane 74 97-5 200 <200
Bromodichloromethane 75-27-4 200 <200
Bromoform 75 25 2 200 <200
ReportDate 10/14/2009 Page8 of34
fii\ analyses applicable to the CWA SDWA and RCRA are performed in accordance to NELAC protocols Pertinent sampling information is located on the attached COC This report is
provided for the exclusive use of the addressee Privileges of subsequent use of the name of this company or any member of its staff or reproduction ol this report in connecbon with
the advertisement, promotion or sale of any product or process or in connection with the re publication of this report for any purpose other than for the addressee will be granted only
on contact This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith andaccoiding to the niles ofthe trade and of science
AMERICAN
WEST
ANALYTICAL
LABORATORIES
Client Wasatch Environmental
Project Quality Linen / 1076-006A
Lab Sample ID 0910194 004A
Client Sample ID GP-31 @ 24 29'
Collection Date 10/10/2009 3 00 00 PM
Received Date 10/12/2009
Method Used SW8260C
ORGANIC ANALYTICAL REPORT
Contact Rebecca Studenka
Analyzed 10/12/2009 4 54 00 PM
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
Toll Free [phone]
Fax [phone]
e-mail awal@awal-labs com
KyleF Gross
Laboratory Director
Jose Rocha
QA Officer
Analytical Results VOAs VOX List by GC/MS Method 8260C/5030C
Units |ig/L
Dilution Factor 100 CAS Reporting Analytical
Compound Number Limit Result Qual
Bromomethane 74-83-9 500 <500
Carbon tetrachloride 56 23-5 200 <200
Chlorobenzene 108-90-7 200 <200
Chloroethane 75-00 3 200 <200
Chloroform 67-66 3 200 <200
Chloromethane 74 87-3 300 <300
Chloroprene 126 99-8 200 <200
CIS 1,2-Dichloroethene 156-59-2 200 8,800
CIS 1 3 Dichloropropene 10061 01-5 200 <200
Dibromochloromethane 124 48-1 200 <200
Dibromomethane 74-95-3 200 <200
Dichlorodifluoromethane 75-71-8 200 <200
Hexachlorobutadiene 87 68-3 200 <200
lodomethane 74-88-4 500 <500
Methylene chloride 75-09-2 200 <200
Pentachloroethane 76 01-7 500 <500
Tetrachloroethene 127-18-4 200 5,800
trans-1 2 Dichloroethene 156-60-5 200 <200
trans 1,3 Dichloropropene 10061 02 6 200 <200
trans l,4-Dichloro-2-butene 110-57-6 200 <200
Trichloroethene 79-01-6 200 1,600
Trichlorofluoromethane 75 69 4 200 <200
Vinyl chloride 75-01-4 100 < 100
Surr l,2-Dichloroethane-d4 17060-07-0 77-144 104
Surr 4-Bromofluorobenzene 460-00-4 80-123 99 0
Surr Dibromofluoromethane 1868-53-7 80-124 96 5
Surr Toluene-d8 2037-26-5 80-125 997
The reporting limits were raised due to high analyte concentrations
ReportDate 10/14/2009 Page9of34
All analyses applicable to the CWA SDWA and RCRA are performed in accordance to NELAC protocols Pertinent sampling information is located on the attached COC This report Is
provided for the exclusive use of the addressee Pnvileges of subsequent use of the name of this company or any member of Its staff or reproduction of this report In connection with
the advertisement promotion or sale of any product or process or in connection with the re publication of this report for any purpose other than for the addressee will be granted only
on contact This company accepts no responsibility except for the due performance of inspection and/or analysis in good ^ith and according to the nites of the trade and of science.
A ORGANIC ANALYTICAL REPORT
Client Wasatch Environmental
Project Quality Linen / 1076 006A
AMERICAN Lab Sample ID 0910194-005A
WEST Client Sample ID GP 31 @ 15 20'
ANALYTICAL Collection Date 10/10/2009 3 50 00 PM
LABORATORIES Received Date 10/12/2009
Method Used SW8260C
Contact Rebecca Studenka
Analyzed 10/12/2009 2 39 00 PM
Analytical Results VOAs VOX List by GC/MS Method 8260C/5030C
463 West 3600 South
Salt Lake City Utah
[phone]
Toll Free [phone]
Fax [phone]
e mail awaI@awaWabs com
KyleF Gross
Laboratory Director
Jose Rocha
QA Officer
Units ug/L
Dilution Factor 100
Compound
CAS
Number
Reporting
Limit
Analytical
Result
1 1,1 2-Tetrachloroethane 630-20 6 200 <200
1 1 1-Tnchloroethane 71-55 6 200 <200
112 2 Tetrachloroethane 79 34 5 200 <200
1 1 2-Trichloro-l 2 2-frifluoroethane 76 13 1 200 <200
1 1,2-Trichloroethane 79 00 5 200 <200
1 1 Dichloro 1-propene 563 58 6 200 <200
1 1 Dichloroethane 75 34-3 200 <200
1 1-Dichloroethene 75 35 4 200 <200
1,2,3-Trichlorobenzene 87 61 6 200 <200
1,2,3-Trichloropropane 96-18 4 200 <200
1 2 4-Tnchlorobenzene 120-82-1 200 <200
1 2 Dibromo 3-chloropropane 96 12 8 500 <500
1 2 Dibromoethane 106-93-4 200 <200
1 2 Dichlorobenzene 95 50 1 200 <200
1,2 Dichloroethane 107 06-2 200 <200
1 2 Dichloropropane 78 87 5 200 <200
1,3 Dichlorobenzene 541 73 1 200 <200
1,3 Dichloropropane 142 28 9 200 <200
1 4 Dichlorobenzene 106 46-7 200 <200
2 2 Dichloropropane 594 20 7 200 <200
2 Chloroethyl vmyl ether 110 75 8 500 <500
2 Chlorotoluene 95-49-8 200 <200
4-Chlorotoluene 106 43 4 200 <200
Allyl chloride 107 05-1 500 <500
Benzyl chloride 100 44-7 500 <500
Bromobenzene 108 86-1 200 <200
Bromochloromethane 74 97 5 200 <200
Bromodichloromethane 75 27 4 200 <200
Bromoform 75-25-2 200 <200
Qua!
ReportDate 10/14/2009 Page 10 of 34
All analyses applicable to the CWA SDWA and RCRA are performed in accordance to NELAC protocols Pertinent sampling information Is located on the attached COC This report Is
provided for the exclusive use of the addressee Pnvileges of subsequent use of the name of this company or any member of its staff or reproduction of this report In connection with
the advertisement promotion or sale of any product or process or in connection with the re-pubiication of this report for any purpose other than for the addressee will be granted only
on contact This company accepts no responsibility except for the due performance of inspection and/or analysis In good faith and acconjing to the rules of the trade and of science
A
AMERICAN
WEST
ANALYTICAL
LABORATORIES
Client Wasatch Environmental
Project Quality Lmen / 1076-006A
Lab Sample ID 0910194-005A
Client Sample ID GP-31 @ 15-20'
CoUection Date 10/10/2009 3 50 00 PM
Received Date 10/12/2009
Method Used SW8260C
ORGANIC ANALYTICAL REPORT
Contact Rebecca Studenka
Analyzed 10/12/2009 2 39 00 PM
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
Toll Free [phone]
Fax [phone]
e-mail awal@avyal-labs com
KyleF Gross
Laboratory Director
Jose Rocha
QA Officer
Analytical Results VOAs VOX List by GC/MS Method 8260C/5030C
Units ug/L
Dilution Factor 100
Compound
CAS
Number
Reporting
Limit
Analytical
Result Qual
Bromomethane 74-83-9 500 <500
Carbon tetrachloride 56-23-5 200 <200
Chlorobenzene 108 90 7 200 <200
Chloroethane 75 00-3 200 <200
Chloroform 67 66 3 200 <200
Chloromethane 74-87 3 300 <300
Chloroprene 126-99-8 200 <200
CIS 1,2-Dichloroethene 156-59-2 2 000 64,000 1}
CIS 1,3-Dichloropropene 10061-01-5 200 <200
Dibromochloromethane 124-48 1 200 <200
Dibromomethane 74 95 3 200 <200
Dichlorodifluoromethane 75-71-8 200 <200
Hexachlorobutadiene 87-68-3 200 <200
lodomethane 74 88-4 500 <500
Methylene chloride 75 09-2 200 <200
Pentachloroethane 76-01-7 500 <500
Tetrachloroethene 127-18-4 2 000 74,000 D
trans-1 2-Dichloroethene 156 60 5 200 320
trans 1,3 Dichloropropene 10061 02 6 200 <200
trans 1 4-Dichloro-2-butene 110-57 6 200 <200
Trichloroethene 79 01-6 200 4,000
Trichlorofluoromethane 75-69-4 200 <200
Vinyl chloride 75 01-4 100 470
Surr 1 2-Dichloroethane-d4 17060 07-0 77-144 106
Surr 4 Bromofluorobenzene 460-00-4 80-123 98 S
Surr Dibromofluoromethane 1868-53-7 80-124 96 7
Surr Toluene-d8 2037-26 5 80 125 998
D ITiis analyte was obtained from a 1 1000 dilution
The reporting limits were raised due to high analyte concentiadons
ReportDate 10/14/2009 Pagellof34
All analyses applicable to the CWA SDWA, and RCHA are performed In accordance to NELAC protocols Pertinent sampling information is located on the attached COC This report is
provided for the exclusive use of the addressee Pnvileges of subsequent use of the name of this company or any member of its staff or reproduction of this report in connection with
the advertisement promotion or sale of any product or process or in connection with the re-publteaBon of this report for any purpose other than for the addressee will be granted only
on contact This company accepts no responsibility except for the due performance of inspection and/or analysis in good faiVn and according to the rules of the trade and of science
A
Client Wasatch Environmental
Project Quality Linen /1076 006A
AMERICAN Lab Sample ED 0910194-006A
WEST Cl'ent Sample ID GP 32 @ 15 20'
ANALYTICAL Collection Date 10/10/2009 4 35 00 PM
LABORATORIES Received Date 10/12/2009
Method Used SW8260C
ORGANIC ANALYTICAL REPORT
Contact Rebecca Studenka
Analyzed 10/12/2009 5 13 00 PM
463 West 3600 South
Salt Lake City, Utah
[phone]
Toll Free [phone]
Fax [phone]
e-mail awal@avyal labs com
KyleF Gross
Laboratory Director
Jose Rocha
QA Officer
Analytical Results VOAs VOX List by GC/MS Method 8260C/5030C
Units |ig/L
Dilution Factor 100 CAS Reporting Analytical
Compound Number Limit Result
1,1 1 2 Tetrachloroethane 630 20 6 200 <200
1 1 1-Trichloroethane 71-55 6 200 <200
1,12 2 Tetrachloroethane 79 34 5 200 <200
1 1,2-Trichloro-l 2 2-trifluoroethane 76-13 1 200 <200
1 1 2-Trichloroethane 79-00 5 200 <200
I 1 Dichloro-1 propene 563-58 6 200 <200
1 1 Dichloroethane 75-34 3 200 <200
1 1 Dichloroethene 75 35 4 200 300
1 2 3-Trichlorobenzene 87 61 6 200 <200
1,2,3-Trichloropropane 96-18 4 200 <200
1,2 4 Trichlorobenzene 120 82-1 200 <200
1 2 Dibromo 3-chloropropane 96-12 8 500 <500
1 2 Dibromoethane 106 93 4 200 <200
1 2-Dichlorobenzene 95-50-1 200 <200
1 2 Dichloroethane 107 06-2 200 <200
1 2 Dichloropropane 78-87 5 200 <200
1 3 Dichlorobenzene 541 73-1 200 <200
1 3-Dichloropropane 142 28 9 200 <200
1,4-Dichlorobenzene 106-46 7 200 <200
2 2 Dichloropropane 594-20 7 200 <200
2-Chloroethyl vinyl ether 110-75 8 500 <500
2 Chlorotoluene 95 49 8 200 <200
4-Chlorotoluene 106 43-4 200 <200
Allyl chloride 107-05 1 500 <500
Benzyl chloride 100-44 7 500 <500
Bromobenzene 108 86 1 200 <200
Bromochloromethane 74-97 5 200 <200
Bromodichloromethane 75 27-4 200 <200
Bromoform 75-25 2 200 <200
Qual
ReportDate 10/14/2009 Page 12 of 34
All analyses appllcabie to the CWA SDWA and RCRA are performed In accordance to NELAC protocols Pertinent sampling informafaon is located on the attached COC This report Is
provided for the exclusive use of the addressee Privileges of subsequent use of the name of this company or any member of its staff or reproduction of this report in connection with
the advertisement promotion or sale of any product or process or m connection with the le-publication of this report for any purpose other than for the addressee will be granted only
on contact This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science
A
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
Toll Free [phone]
Fax [phone]
e mail awal@awal-labs com
KyleF Gross
Laboratory Director
Jose Rocha
QA Officer
Client Wasatch Environmental
Project. Quality Linen / 1076-006A
Lab Sample ID 0910194-006A
Client Sample ID GP 32 @ 15 20'
CoUection Date 10/10/2009 4 35 00 PM
Received Date 10/12/2009
Method Used SW8260C
Analytical Results
ORGANIC ANALYTICAL REPORT
Contact Rebecca Studenka
Units ug/L
Dilution Factor 100
Analyzed 10/12/2009 5 13 00 PM
VOAs VOX List by GC/MS Method 8260C/5030C
CAS Reporting Analytical
Compound Number Limit Result Qual
Bromomethane 74 83-9 500 <500
Carbon tetrachloride 56 23-5 200 <200
Chlorobenzene 108 90-7 200 <200
Chloroethane 75-00-3 200 <200
Chloroform 67-66-3 200 <200
Chloromethane 74 87-3 300 <300
Chloroprene 126 99-8 200 <200
CIS 1,2-Dichloroethene 156-59-2 2 000 53,000 D
CIS 1 3-Dichloropropene 10061 01-5 200 <200
Dibromochloromethane 124-48-1 200 <200
Dibromomethane 74 95-3 200 <200
Dichlorodifluoromethane 75 71 8 200 <200
Hexachlorobutadiene 87 68 3 200 <200
lodomethane 74 88 4 500 <500
Methylene chloride 75-09 2 200 <200
Pentachloro^ane 76-01-7 500 <500
Tetrachloroethene 127-18 4 2,000 120,000 D
trans-1,2-Dichloroethene 156 60-5 200 220
trans 1 3-Dichloropropene 10061-02 6 200 <200
trans-1,4 Dichloro 2-butene 110 57-6 200 <200
Trichloroethene 79 01-6 200 17,000
Trichlorofluoromethane 75 69-4 200 <200
Vinyl chloride 75 01-4 100 7,800
Surr 1 2-Dichloroethane-d4 17060 07-0 77-144 107
Surr 4-Bromofluorobcnzcne 460-00-4 80-123 98 7
Surr Dibromofluoromethane 1868-53-7 80-124 96 0
Surr Toluen&-d8 2037-26-5 80-125 997
The pH of the sample was >2 Analysis was performed within the 7 day holding time
D This analyte was obtained from a I 1000 dilution
The reporting limits were raised due to high analyte concentrations
ReportDate. 10/14/2009 Page 13 of 34
All analyses applicable to the CWA SDWA, and RCRA are perfomned m accordance to NELAC protocols Pertinent sampling Information is located on the attached COC This report Is
provided for the exclusive use of the addressee Pnvileges of subsequent use of the name of this company or any member of its staff or reproduction of this report In connection with
the advertisement, promotion or sale of any product or process or In connection with the re publication of this report for any purpose other than for the addressee will be granted only
on contact This company accepts no respon siblllty except for the due perfomiance of inspection and/or analysis in good faith and accoreilng to the rales of the trade and of science
A
Client
Project
AMERICAN Lab Sample ID
ORGANIC ANALYTICAL REPORT
Wasatch Environmental Contact Rebecca Studenka
Quality Linen / 1076-006A
0910194 007A
WEST Client Sample ID GP-33 @ 5 15'
ANALYTICAL Collection Date 10/10/2009 5 20 00 PM
LABORATORIES Received Date 10/12/2009
Method Used SW8260C
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
Toll Free [phone]
Fax [phone]
e-mail awal@awal-labs com
KyleF Gross
Laboratory Director
Jose Rocha
QA Officer
Analytical Results
Analyzed 10/13/2009 5 23 00 PM
VOAs VOX List by GC/MS Method 8260C/5030C
Units \igfL
Dilution Factor 1 CAS Reporting Analytical
Compound Number Limit Result
1112 Tetrachloroethane 630 20 6 20 <20
1,1 1-Trichloroethane 71-55-6 20 <20
1,1,2,2-Tetrachloroethane 79-34 5 20 <20
1 1 2-Trichloro-l 2 2-trifluoroethane 76-13 1 20 <20
1 1 2-Trichloroethane 79 00 5 20 <20
1 1-Dichloro-l-propene 563-58 6 20 <20
1,1 Dichloroethane 75 34 3 20 <20
1 1 Dichloroethene 75-35 4 20 <20
12 3 Trichlorobenzene 87-61 6 20 <20
1,2,3-Trichloropropane 96-18 4 20 <20
1,2,4 Trichlorobenzene 120 82-1 20 <20
1 2 Dibromo-3 chloropropane 96 12-8 50 <50
1,2 Dibromoethane 106 93 4 20 <20
1 2-Dichlorobenzene 95 50-1 20 <20
1 2 Dichloroethane 107 06-2 20 <20
1 2 Dichloropropane 78 87-5 20 <20
1 3-Dichlorobenzene 541-73-1 20 <20
1 3 Dichloropropane 142-28-9 20 <20
1,4-Dichlorobenzene 106-46-7 20 <20
2 2 Dichloropropane 594-20 7 20 <20
2-Chloroethyl vinyl ether 110-75 8 50 <50
2-Chlorotoluene 95 49 8 20 <20
4 Chlorotoluene 106-43 4 20 <20
Allyl chloride 107-05-1 50 <50
Benzyl chloride 100-44 7 5 0 <50
Bromobenzene 108-86 1 20 <20
Bromochloromethane 74 97 5 20 <20
Bromodichloromethane 75 27 4 20 <20
Bromoform 75 25 2 20 <20
Qual
ReportDate 10/14/2009 Page 14 of 34
All analyses applicable to the CWA SDWA and RCRA are performed in accordance to NELAC protocols Pertinent sampling information is located on the attached COC This report is
provided for the exclusive use of the addressee Privileges of subsequent use of the name of this company or any member of Its staff or reproduction of this report In connection with
the advertisement promotion or sale of any product or process or in connection with the re publication of this report for any purpose other than for the addressee will be granted only
on contact This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and accoreling to the rules of the trade and of science
ORGANIC ANALYTICAL REPORT
Wasatch Environmental
Quality Linen / 1076-006A
0910194-007A
Client
Project
AMERICAN Lab Sample ID
WEST Client Sample ID GP33@5-15'
ANALYTICAL Collection Date 10/10/2009 5 20 00 PM
LABORATORIES Received Date 10/12/2009
Method Used SW8260C
Contact Rebecca Studenka
Analyzed 10/13/2009 5 23 00 PM
Analytical Results
463 West 3600 South
Salt Lake City, Utah
84115
Units ug/L
[phone]
Toll Free [phone]
Fax [phone]
e-mail awal@awal-labs com
KyleF Gross
Laboratory Director
Jose Rocha
QA Officer
VOAs VOX List by GC/MS Method 8260C/5030C
tfiiution Jb actor i CAS Reporting Analytical
Compound Number Limit Result Qual
Bromomethane 74-83 9 50 <50
Carbon tetrachloride 56-23-5 20 <20
Chlorobenzene 108-90 7 20 <20
Chloroethane 75-00 3 20 <20
Chloroform 67 66 3 20 <20
Chloromethane 74-87-3 30 <30
Chloroprene 126 99-8 20 <20
cis-1 2-Dichloroethene 156 59-2 20 52
cis-1 3-Dichloropropene 10061 01-5 20 <20
Dibromochloromethane 124-48-1 20 <20
Dibromomethane 74 95-3 20 <20
Dichlorodifluoromethane 75 71-8 20 <20
Hexachlorobutadiene 87-68 3 20 <20
lodomethane 74-88 4 50 <50
Methylene chloride 75-09-2 20 <20
Pentachloroethane 76-01-7 50 <50
Tetrachloroethene 127-18 4 20 16
trans-1,2 Dichloroethene 156 60-5 20 22
trans-1,3 Dichloropropene 10061-02-6 20 <20
trans-1 4 Dichloro 2-butene 110-57 6 20 <20
Trichloroethene 79-01-6 20 <20
Trichlorofluoromethane 75-69-4 20 <20
Vinyl chloride 75-01 4 1 0 27
Surr 1 2 Dichloroethane d4 17060-07 0 77-144 IDS
Surr 4 Bromofluorobenzene 460-00-4 80-123 97 7
Surr Dibromofluoromethane 1868 53-7 80-124 97 5
Surr Toluene d8 2037 26-5 80 125 98 3
The pH of the sample was >2 Analysis was performed within the 7 day holding time
ReportDate 10/14/2009 Pagel5of34
/Ml analyses applicable to the CWA SDWA and RCRA are performed in accordance to NELAC protocols Pertinent sampling information Is located on the attached COC This report is
provided for the exclusive use of the addressee Pnvileges of subsequent use of the name of this company or any member of its staff or reproduction of this report In connection with
the advertisement promotion or sale of any product or process or in connection with the re publication of this report for any purpose other than for the addressee will be granted only
on contact This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science
A
AMERICAN
Wasatch Environmental
Quality Lmen/1076 006A
0910194 008A
Client
Project
Lab Sample ID
WEST Client Sample ID GP 33 @ 15-20'
ANALYTICAL Collection Date 10/10/2009 6 25 00 PM
LABORATORIES Received Date 10/12/2009
Method Used SW8260C
ORGANIC ANALYTICAL REPORT
Contact Rebecca Studenka
Analyzed 10/13/2009 2 50 00 PM
Analytical Results
463 West 3600 South
Salt Lake City, Utah
[phone]
Toll Free [phone]
Fax [phone]
e-mail awal@awal-labs com
KyleF Gross
Laboratory Director
Jose Rocha
QA Officer
VOAs VOX List by GC/MS Method 8260a5030C
Units ug/L
Dilution Factor 1 CAS Reporting Analjrtic
Compound Number Limit Result
1,1 1 2 Tetrachloroethane 630-20-6 20 <20
1,1,1 Trichloroethane 71-55-6 20 <20
1 1 2,2-Tetrachloroethane 79 34-5 20 <20
1 1,2 Trichloro-1 2 2 trifluoroethane 76 13-1 20 <20
112 Trichloroethane 79 00 5 20 <20
1 1-Dichloro-l propene 563-58 6 20 <20
1 1-Dichloroethane 75-34-3 20 <20
1 1 Dichloroethene 75 35-4 20 <20
1 2 3 Trichlorobenzene 87 61 6 20 <20
1 2 3-Tnchloropropane 96-18 4 20 <20
1 2,4-Trichlorobenzene 120 82 1 20 <20
1 2 Dibromo-3 chloropropane 96 12 8 50 <5 0
1 2 Dibromoethane 106 93 4 20 <20
1 2 Dichlorobenzene 95-50-1 20 <20
1,2-Dichloroethane 107 06-2 20 <20
1 2 Dichloropropane 78-87 5 20 <20
1 3-Dichlorobenzene 541 73-1 20 <20
1 3 Dichloropropane 142-28-9 20 <20
1,4-Dichlorobenzene 106 46-7 20 <20
2 2-Dichloropropane 594 20-7 20 <20
2 Chloroethyl vinyl ether 110 75-8 50 <5 0
2-Chlorotoluene 95-49-8 20 <20
4 Chlorotoluene 106-43-4 20 <20
Allyl chloride 107-05-1 50 <50
Benzyl chloride 100 44-7 50 <50
Bromobenzene 108 86-1 20 <20
Bromochloromethane 74-97-5 20 <20
Bromodichloromethane 75 27 4 20 <20
Bromoform 75 25 2 20 <20
Qual
ReportDate 10/14/2009 Page 16 of 34
All analyses applicable to the CWA SDWA and RCRA are performed in accordance to NELAC protocols Pertinent sampling information is located on the attached COO This report Is
provided for the exclusive use of the addressee Prtvileges of subsequent use of the name of this company or any member of its staff or reproduction of this report in connection with
the advertlsemeni promotion or sale of any product or process or in connection with the re publication of this report for any purpose other ttian for the addressee will be granted only
on contact This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and acconjing to the rules of the trade and of science
A
AMERICAN
WEST
ANALYTICAL
LABORATORIES
ORGANIC ANALYTICAL REPORT
Client Wasatch Environmental
Project Quality Linen / 1076 006A
Lab Sample ID 0910194 008A
Client Sample ID GP-33 @ 15-20
Collection Date 10/10/2009 6 25 00 PM
Received Date 10/12/2009
Method Used SW8260C
Contact Rebecca Studenka
Analyzed 10/13/2009 2 50 00 PM
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
Toll Free [phone]
Fax [phone]
e-mail awal@awal labs com
KyleF Gross
Laboratory Director
Jose Rocha
QA Officer
Analytical Results VOAs VOX List by GC/MS Method 8260C/5G30C
Units (ig/L
Dilution Factor 1 CAS Reporting Analytical
Compound Number Limit Result Qual
Bromomethane 74-83-9 50 <50
Carbon tetrachloride 56 23-5 20 <20
Chlorobenzene 108-90-7 20 <20
Chloroethane 75 00 3 20 <20
Chloroform 67 66 3 20 <20
Chloromethane 74 87 3 3 0 <3 0
Chloroprene 126-99 8 20 <20
CIS 1,2-Dichloroethene 156-59 2 20 99
cis-1 3-Dichloropropene 10061 01 5 20 <20
Dibromochloromethane 124-48-1 20 <20
Dibromomethane 74-95-3 20 <20
Dichlorodifluoromethane 75 71 8 20 <20
Hexachlorobutadiene 87-68 3 20 <20
lodomethane 74 88-4 5 0 <50
Methylene chloride 75-09 2 20 <20
Pentachloroethane 76-01 7 50 <50
Tetrachloroethene 127 18-4 20 92
trans-1,2 Dichloroethene 156 60 5 20 <20
trans-1 3-Dichloropropene 10061-02 6 20 <20
trans-l,4-Dichloro-2 butene 110 57-6 20 <20
Trichloroethene 79-01-6 20 <20
Trichlorofluoromethane 75 69 4 20 <20
Vmyl chloride 75-01-4 1 0 4S
Surr 1,2 Dichloroethane-d4 17060 07 0 77 144 113
Surr 4-Bromofluorobenzene 460-00-4 80-123 97 7
Surr Dibromofluoromethane 1868-53-7 80-124 102
Surr Toluene-d8 2037-26 5 80-125 99 5
ReportDate 10/14/2009 Page 17 of 34
All analyses appllcabie to the CWA SDWA and RCRA are perfonned in accordance to NELAC protocols Pertinent sampling information is located on the attached COC This report is
provided for the exclusive use of the addressee Pnvileges of subsequent use of the name of this company or any member of its staff or reproduction of this report m connection with
the advertisement promotion or sale of any product or process or in connection with the re publicataon of this report for any purpose other than for the addressee will be granted only
on contact This company accepts no responsibility except for the due performance of inspection and/or analysis In good faith and according to the rules of the trade and of science
A
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 Soufli
Salt Lake City, Utah
84115
[phone]
Toll Free [phone]
Fax [phone]
e-mail awal@awal-labs com
KyleF Gross
Laboratory Director
Jose Rocha
QA Officer
Client Wasatch Environmental
Project Quality Linen / 1076-006A
Lab Sample ID 0910194-009A
Client Sample ID GP 34 @ 5 15'
Collection Date 10/10/2009 7 00 00 PM
Received Date 10/12/2009
Method Used SW8260C
ORGANIC ANALYTICAL REPORT
Contact Rebecca Studenka
Analyzed 10/13/2009 3 09 00 PM
Analytical Results VOAs VOX List by GC/MS Method 8260C/5030C
Units ug/L
Dilution Factor 1 CAS Reporting Analytic
Compound Number Limit Result
1 1 1 2-Tetrachloroethane 630-20 6 20 <20
1 1 1-Trichloroethane 71 55 6 20 <20
1,1,2 2-Tetrachlorocthane 79 34 5 20 <20
I 1 2 Trichloro-1 2 2 trifluoroethane 76-13-1 20 <20
1 1 2-Trichloroethane 79 00 5 20 <20
1 1 Dichloro 1 propene 563 58 6 20 <20
1,1 Dichloroethane 75 34 3 20 <20
1 1 Dichloroethene 75-35 4 20 <:20
I 2,3-Trichlorobenzene 87-61 6 20 <:20
12 3 Trichloropropane 96 18 4 20 <20
1,2,4-Trichlorobenzene 120 82 1 20 <20
1 2 Dibromo-3 chloropropane 96 12 8 50 <50
1 2-Dibromoethane 106 93 4 20 <20
1 2 Dichlorobenzene 95 50-1 20 <20
1,2 Dichloroethane 107-06-2 20 <20
1,2-Dichloropropane 78 87-5 20 <20
1 3-Dichlorobenzene 541-73-1 20 <20
1 3-Dichloropropane 142-28 9 20 <20
1,4 Dichlorobenzene 106 46 7 20 <20
2 2-Dichloropropane 594 20 7 20 <20
2 Chloroethyl vinyl ether 110 75 8 50 <50
2 Chlorotoluene 95 49-8 20 <20
4 Chlorotoluene 106 43 4 20 <20
Allyl chloride 107 05 1 50 <5 0
Benzyl chloride 100 44-7 50 <5 0
Bromobenzene 108 86 1 20 <20
Bromochloromethane 74-97-5 20 <20
Bromodichloromethane 75 27-4 20 <20
Bromoform 75-25-2 20 <20
Qual
ReportDate 10/14/2009 Page 18 of34
All analyses applicable to the CWA SDWA and RCRA are performed in accordance to NELAC protocols Pertinent sampling information is located on the attached COC This report is
provided for the exclusive use of the addressee Pnvileges of subsequent use of the name of this company or any member of Its staff or reproduction of this report m connection with
the advertisement promotion or sale of any product or process or in connection with the re publication of this report for any purpose other than for the addressee will be granted only
on contact This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and acconiing to the rules of the trade and of science
Client Wasatch Environmental
Project Quality Linen / 1076 006A
AMERICAN Lab Sample ID 0910194-009A
WEST Client Sample ID GP-34 @ 5 15'
ANALYTICAL Collection Date 10/10/2009 7 00 00 PM
LABORATORIES Received Date 10/12/2009
Method Used SW8260C
ORGANIC ANALYTICAL REPORT
Contact Rebecca Studenka
Analyzed 10/13/2009 3 09 00 PM
463 West 3600 South
Salt Lake City Utah
[phone]
Toll Free [phone]
Fax [phone]
e-mail awal@awal-labs com
KyleF Gross
Laboratory Director
Jose Rocha
QA Officer
Analytical Results VOAs VOX List by GC/MS Method 8260C/5030C
Units (xg/L
Dilution Factor 1 Analytical Dilution Factor 1
CAS Reporting Analytical
Compound Number Limit Result Qual
Bromomethane 74-83-9 50 <50
Carbon tetrachloride 56 23-5 20 <20
Chlorobenzene 108 90-7 20 <20
Chloroethane 75-00-3 20 <20
Chloroform 67-66 3 20 <20
Chloromethane 74 87-3 3 0 <3 0
Chlorqjrene 126 99 8 20 <20
cis-1 2-Dichloroethene 156 59 2 20 45
cis-1 3 Dichloropropene 10061-01 5 20 <20
Dibromochloromethane 124-48-1 20 <20
Dibromomethane 74-95-3 20 <20
Dichlorodifluoromethane 75-71 8 20 <20
Hexachlorobutadiene 87 68-3 20 <20
lodomethane 74 88-4 50 <50
Methylene chloride 75-09-2 20 <20
Pentachloroethane 76 01-7 50 <50
Tetrachloroethene 127 18-4 20 38
trans-l,2-Dichloroethene 156-60-5 20 72
trans 1,3-Dichloropropene 10061-02 6 20 <20
trans-l,4-Dichloro-2 butene 110-57-6 20 <20
Trichloroethene 79 01 6 20 78
Trichlorofluoromethane 75 69-4 20 <20
Vinyl chloride 75-01 4 1 0 10
Surr 1 2-Dichloroethane d4 17060-07-0 77-144 105
Surr 4-Bromofluorobenzene 460 00 4 80 123 99 2
Surr Dibromofluoromethane 1868-53-7 80-124 98 2
Surr Toluene-d8 2037-26-5 80-125 101
ReportDate 10/14/2009 Page 19 of34
All analyses applicable to the CWA SDWA and RCRA are perfomied in accordance to NELAC protocols Pertinent sampling Information is located on the attached COC This report Is
provided for the exclusive use of the addressee Privileges of subsequent use of the name of this company or any member of its staff or reproduction of this report in connection with
the advertisement promotion or sale of any product or process or in connection with the re-publlcatlon of this report for any purpose other than for the addressee will be granted only
on contact This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the njles of the trade and of science
A
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
Client Wasatch Environmental
Project Quality Linen / 1076-006A
Lab Sample ID 0910194 OlOA
Client Sample ID GP-34 @ 15-20'
Collection Date 10/10/2009 7 55 00 PM
Received Date 10/12/2009
Method Used SW8260C
ORGANIC ANALYTICAL REPORT
Contact Rebecca Studenka
Analyzed 10/13/2009 3 30 00 PM
[phone]
Toll Free [phone]
Fax [phone]
e-mail awal@awal-labs com
KyleF Gross
Laboratory Director
Jose Rocha
QA Officer
Analytical Results VOAs VOX List by GC/MS Method 8260C/5030C
Units ug/L
Dilution Factor 1 CAS Reporting Analytical
Compound Number Limit Result
1,1 1 2-Tetrachloroethane 630-20 6 20 <20
1 1 1 Trichloroethane 71-55-6 20 <20
1,12 2-Tetrachloroethane 79-34-5 20 <20
1 1 2 Trichloro-1 2,2-lrifluoroethane 76 13-1 20 <20
112 Trichloroethane 79-00-5 20 <20
I 1-Dichloro-l propene 563-58 6 20 <20
1 1 Dichloroethane 75 34-3 20 <20
1 1 Didiloroethene 75-35 4 20 <20
12 3 Trichlorobenzene 87-61 6 20 <20
1 2 3 Trichloropropane 96-18 4 20 <20
12 4 Trichlorobenzene 120-82 1 20 <20
1,2 Dibromo-3 chloropropane 96-12-8 50 <50
1 2 Dibromoethane 106-93-4 20 <20
1 2 Dichlorobenzene 95-50-1 20 <20
1 2 Dichloroethane 107 06-2 20 <20
1,2 Dichloropropane 78 87-5 20 <20
1,3 Dichlorobenzene 541-73-1 20 <20
1 3 Dichloropropane 142-28-9 20 <20
1,4 Dichlorobenzene 106-46 7 20 <20
2,2 Dichloropropane 594 20-7 20 <20
2-Chloroethyl vinyl ether 110-75-8 50 <50
2-Chlorotoluene 95-49-8 20 <20
4-Chlorotoluene 106-43 4 20 <20
Allyl chloride 107-05-1 5 0 <50
Benzyl chloride 100-44 7 50 <50
Bromobenzene 108 86-1 20 <20
Bromochloromethane 74 97-5 20 <20
Bromodichloromethfme 75-27 4 20 <20
Bromoform 75-25 2 20 <20
Qual
ReportDate 10/14/2009 Page20of34
All analyses appllcabie to the CWA SDWA and RCRA are perfomied in accortlance to NELAC protocols Pertinent sampling infomiation is located on the attached COC This report Is
provided for the exclusive use of the addressee Pnvileges of subsequent use of the name of this company or any member of Its staff or reproduction of this report in connection with
the advertisement promotion or sale of any product or process or in connecbon with the re publication of this report for any purpose other than for the addressee will be granted only
on contact This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science
A
Wasatch Environmental
Quality Lmen /1076 006A
0910194-OlOA
Client
Project
AMERICAN Lab Sample ro
WEST Client Sample ID GP 34 @ 15 20'
ANALYTICAL Collection Date 10/10/2009 7 55 00 PM
LABORATORIES Received Date 10/12/2009
Method Used SW8260C
ORGANIC ANALYTICAL REPORT
Contact Rebecca Studenka
Analyzed 10/13/2009 3 30 00 PM
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
Toll Free [phone]
Fax [phone]
e mail awal@awal-labs com
KyleF Gross
Laboratory Director
Jose Rocha
QA Officer
Analytical Results VOAs VOX List by GC/MS Method 8260C/5030C
Units (ig/L
Dilution Factor 1 CAS Dilution Factor 1 CAS Reporting Analytical
Compound Number Limit Result Qual
Bromomethane 74 83 9 50 <50
Carbon tetrachloride 56 23 5 20 <20
Chlorobenzene 108-90-7 20 <20
Chloroethane 75 00 3 20 <20
Chloroform 67 66-3 20 <20
Chloromethane 74 87-3 30 <30
Chloroprene 126-99-8 20 <20
CIS 1 2-Dichloroethene 156-59-2 20 200
cis-1,3-Dichloropropene 10061 01-5 20 <20
Dibromochloromethane 124-48 1 20 <20
Dibromomethane 74 95-3 20 <20
Dichlorodifluoromethane 75-71 8 20 <20
Hexachlorobutadiene 87-68-3 20 <20
lodomethane 74 88 4 50 <50
Methylene chloride 75-09-2 20 <20
Pentachloroethane 76-01 7 50 <50
Tetrachloroethene 127-18-4 20 55
trans-1,2-Dichloroethene 156-60-5 20 34
trans-l,3-Dichloropropene 10061-02 6 20 <20
trans-1,4-Dichloro-2 butene 110-57 6 20 <20
Trichloroethene 79 01 6 20 <20
Trichlorofluoromethane 75 69-4 20 <20
Vinyl chloride 75-01 4 1 0 160
Surr 1,2-Dichloroethane d4 17060 07 0 77-144 104
Surr 4 Bromofluorobenzene 460 00-4 80-123 98 0
Surr Dibromofluoromethane 1868-53-7 80 124 97 7
Surr Toluene-d8 2037-26-5 80 125 101
ReportDate 10/14/2009 Page 21 of 34
All analyses applicable to the CWA SDWA and RCRA are performed in accordance to NELAC protocols Pertinent sampling Information Is located on the attached COC This report is
provided for the exclusive use of the addressee Privileges of subsequent use of the name of this company or any member of its staff or reproduction of this report In connection with
the advertisement promotion or sate of any product or process or in connection with the re publication of this report for any punaose other than for the addressee will be granted only
on contact This company accepts no responsibility except for the due perfonnance of Inspecbon and/or analysis in good faith and according to the rules ofthe trade and of science
Client
Project
Lab Sample ID AMERICAN _ . .
WEST Client Sample ID Trip Blank
ANALYTICAL Collection Date 10/10/2009
LABORATORIES Received Date 10/12/2009
Method Used SW8260C
ORGANIC ANALYTICAL REPORT
Wasatch Environmental Contact Rebecca Studenka
Quality Lmen / 1076 006A
0910194-01 lA
Analyzed 10/13/2009 12 31 00 PM
Salt Lake City Utah
84115
[phone]
Toll Free [phone]
Fax [phone]
e-mail awal@awal labs com
KyleF Gross
Laboratory Director
Jose Rocha
QA Officer
Analytical Results VOAs VOX List by GC/MS Method 8260C/5030C
Units fig/L
Dilution Factor 1 CAS Reporting Analytical
Compound Number Limit Result Qual
1,1,1,2-Tetrachloroethane 630-20 6 20 <20
1 1 1-Trichloroethane 71-55 6 20 <20
112 2 Tetrachloroethane 79 34 5 20 <20
1,1,2-Trichloro-l 2 2-trifluoroethane 76 13 1 20 <20
1 1 2-Trichloroethane 79 00 5 20 <20
1 I Dichloro 1 propene 563-58 6 20 <20
1 1 Dichloroethane 75-34-3 20 <20
1 1 Dichloroethene 75 35 4 20 <20
1 2,3-Tri chlorobenzene 87 61 6 20 <20
1 2 3-Trichloropropane 96-18-4 20 <20
12 4 Trichlorobenzene 120 82-1 20 <20
1 2 Dibromo-3 chloropropane 96 12 8 50 <50
1,2 Dibromoethane 106-93 4 20 <20
1,2 Dichlorobenzene 95 50-1 20 <20
1 2 Dichloroethane 107 06 2 20 <20
1 2 Dichloropropane 78 87-5 20 <20
1,3 Dichlorobenzene 541 73 1 20 <20
1 3 Dichloropropane 142-28 9 20 <20
1 4 Dichlorobenzene 106 46 7 20 <20
2 2 Dichloropropane 594-20 7 20 <20
2-Chloroethyl vmyl ether 110 75 8 50 <50
2 Chlorotoluene 95 49 8 20 <20
4 Chlorotoluene 106 43 4 20 <20
Allyl chloride 107 05 1 50 <50
Benzyl chloride 100 44-7 5 0 <50
Bromobenzene 108 86 1 20 <20
Bromochloromethane 74-97 5 20 <20
Bromodichloromethane 75-27-4 20 <20
Bromoform 75-25 2 20 <20
ReportDate 10/14/2009 Page 22 of 34
All analyses applicable to lha CWA SDWA and RCRA are performed m accordance to NELAC protocols Pertinent sampling infomiation is located on the attached COC This report Is
provided for the exclusive use of the addressee Privileges of subsequent use of the name of this company or any member of its staff or reproduction of this report in connection with
the advertisement promotion or sale of any product or process or in connection with the re publication of this report for any purpose other than for the addressee will be granted only
on contact This company accepts no responsibility except for the due performance of inspection and/or analysis m good faith and according to the niles of the trade and of science
Client
Project
Lab Sample ED
AMERICAN _
WEST Client Sample ID Trip Blank
ANALYTICAL Collection Date 10/10/2009
LABORATORIES Received Date 10/12/2009
Method Used SW8260C
ORGANIC ANALYTICAL REPORT
Wasatch Environmental Contact Rebecca Studenka
Quality Lmen / 1076 006A
0910194-011A
Analyzed 10/13/2009 12 31 00 PM
463 West 3600 South
Salt Lake City, Utah
[phone]
Toll Free [phone]
Fax [phone]
e-mail awal@awal-labs com
KyleF Gross
Laboratory Director
Jose Rocha
QA Officer
Analytical Results VOAs VOX List by GC/MS Method 8260C/5030C
Units ^g/L
Dilution Factor 1 Dilution Factor 1
CAS Reporting Analytical
Compound Number Limit Result Qual
Bromomethane 74-83 9 50 <50
Carbon tetrachloride 56-23-5 20 <20
Chlorobenzene 108-90-7 20 <20
Chloroethane 75 00 3 20 <20
Chloroform 67-66 3 20 <20
Chloromethane 74 87-3 30 <30
Chloroprene 126 99-8 20 <20
cis-1 2-Dichloroethene 156 59 2 20 <20
CIS 1,3-Dichloropropene 10061-01-5 20 <20
Dibromochloromethane 124-48-1 20 <20
Dibromomethane 74-95-3 20 <20
Dichlorodifluoromethane 75 71-8 20 <20
Hexachlorobutadiene 87-68 3 20 <20
lodomethane 74 88-4 50 <50
Methylene chloride 75 09-2 20 <20
Pentachloroethane 76 01-7 50 <50
Tetrachloroethene 127 18 4 20 <20
trans 1,2-Dichloroethene 156-60-5 20 <20
trans 1 3 Dichloropropene 10061 02-6 20 <20
trans 1 4-Dichloro-2 butene 110-57 6 20 <20
Trichloroethene 79-01-6 20 <20
Trichlorofluoromethane 75-69-4 20 <20
Vinyl chloride 75-01 4 1 0 <10
Surr 1 2 Dichloroethane-d4 17060-07-0 77-144 104
Surr 4-Bromofluorobenzene 460 00-4 80-123 100
Surr Dibromofluoromethane 1868-53-7 80 124 991
Surr Toluene-d8 2037 26 5 80-125 101
ReportDate 10/14A2009 Page 23 of 34
All analyses appllcabie to the CWA SDWA, and RCRA are performed in accordance to NELAC protocols Pertinent sampling information Is located on the attached COC This report Is
provided for the exclusive use of the addressee Pnvileges of subsequent use of the name of this company or any member of its staff or reproduction of this report In connection with
the advertisement promotion or sale of any product or process or In connection with the re-publlcatlon of this report for any purpose other than for the addressee will be granted only
on contact This company accepts no lesponslblilty except for the due performance of inspection and/or analysis in good feith and according to the rules of the trade and of science
A AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
Salt Lake City, Utah 84115
[phone], Toll Free [phone] Fax [phone]
e-mail awal@awal labs com, web www awal labs com
QC SUMMARY REPORT
KyleF Gross
Laboratory Director
Jose Rocha
QA Officer
CLIENT Wasatch Environmental
Lab Set ID 0910194 Dept MSVOA
Project Quality Linen /1076 006A SampType LCS
Amount Original Analysis
Sample ID Analyte Units Method Result Spiked Amount %REC Limits %RrD BFD Limit Qualiflers Date
LCS VOC 101209A 1 1 1 Trichloroethane ^g/L SW8260C 17 20 00 0 84 0 49 9 140 10/12/2009
LCS VOC 101209A 1 1 Dichloroethene ^g/L SW8260C 14 20 00 0 71 6 52 171 10/12/2009
LCS VOC 101209A 1 2 Dichlorobenzene SW8260C 17 20 00 0 85 0 67 135 10/12/2009
LCS VOC 101209A 1,2 Dichloroethane SW8260C 17 20 00 0 84 0 60 337 10/12/2009
LCS VOC 101209A Surr 1 2 Dichloroethane d4 %REC SW8260C 53 50 00 106 69 132 10/12/2009
LCS VOC 101209A 1 2 Dichloropropane uga. SW8260C 16 20 00 0 80 9 59 135 10/12/2009
LCS VOC101209A Surr 4 Bromofluorobenzene %REC SW8260C 49 50 00 97 6 85 115 10/12/2009
LCS VOC 101209A Chlorobenzene SW8260C 16 20 00 0 81 6 63 140 10/12/2009
LCS VOC 101209A Chloroform SW8260C 16 20 00 0 81 2 67 132 10/12/2009
LCS VOC 101209A Surr Dibromofluoromethane %REC SW8260C 51 50 00 102 80 120 10/12/2009
LCS VOC 101209A Methylene ohlonde t»g/L SW8260C 15 20 00 0 72 7 55 138 10/12/2009
LCS VOC 101209A Surr Toltiene-d8 %REC SW8260C 50 50 00 99 8 81 120 10/12/2009
LCS VOC 101209A Trichloroethene Ug/L SW8260C 15 20 00 0 76 7 54 152 10/12/2009
LCS VOC 101309A 1 11 Trichloroethane Ug/L SW8260C 20 20 00 0 101 49 9 140 10/13/2009
LCS VOC 101309A 1 1 Dichloroethene Ug/L SW8260C 17 20 00 0 85 4 52 171 10/13/2009
LCS VOC 101309A 1,2 Dichlorobenzene fg/L SW8260C 18 20 00 0 91 8 67 135 10/13/2009
LCS VOC 101309A 1 2 Dichloroethane Ug/L SW8260C 18 20 00 0 91 9 60 137 10/13/2009
LCS VOC 10I309A Surr 1 2 Dichloroethane-d4 %REC SW8260C 53 50 00 106 69 132 10/13/2009
LCS VOC 101309A I 2 Dichloropropane lig/L SW8260C 18 20 00 0 90 0 59 135 10/13/2009
LCS VOC 101309A Surr 4 Bromofluorobenzene %REC SW8260C 49 50 00 98 9 85 115 10/13/2009
LCS VOC 101309A Chlorobenzene Ug/L SW8260C 18 20 00 0 91 9 63 140 10/13/2009
LCS VOC 101309A Chloroform Iig/L SW8260C 18 20 00 0 88 4 67 132 10/13/2009
LCS VOC 101309A Surr Dibromofluoromethane %REC SW8260C 51 50 00 101 80 120 10/13/2009
LCS VOC 101309A Methylene chloride >ig/L SW8260C 17 20 00 0 86 1 55 138 10/13/2009
ReportDate 10/14y2009 Page24of34
All analrais appllc«blB to th« CWA, SDWA and RCRA an psilormttd In accontance to NELAC protocols PsrtlnBnl sampling Inrarmatlon li locatad un l>i« attached COC This report Is provldod (or ihe excltslve use of tha addransc Pilviioges of subsequini ust of tha lama of this company or anr mamtMr of tts stiK or raproducHon ol
this report In connocUonwIU) lha adv rttiamont, promotion or salo of any product or procass trin connection with the re-pubScallon of tlils report for iny purpose oUisr than for Uie addressee will be grentedonly on contact Ttiis company accepts no responsbjityexcapt forth! due paifonnanca of InspscUofland/or analysis In good (altti
and acconTiw 10 the rules ftbetrad andofsdance
A AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
Salt Lake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e mail awal@awal-labs com, web www awal-labs com
QC SUMMARY REPORT
KyleF Gross
Laboratory Director
Jose Rocha
QA Officer
CLIENT Wasatch Environmental
Lab Set ID 0910194
Project Quality Linen / 1076 006A
Dept MSVOA
SampType LCS
Sample ID Analyte Units Method Result
Amount
Spiked
Original
Amount %REC Limits
Analysis
%ItFD RPD Limit Qualifiers Date
LCS VOC 101309A Sun- Toluene-d8 %REC SW8260C 50 50 00 99 9 81 120 10/13/2009
LCS VOC 101309A Trichloroethene Mg/L SW8260C 17 20 00 0 86 5 54 152 10/13/2009
ReportDate 10/14/2009 Page25of34
AH analysas epplcabta to th9 CWA, fiDWA, end RCRA are parfoimad In aooordanot lo NELAC prolocoU, Partlnant sempDng InromiaOon Is located un the attached COC Ttria report fs provided (or the excludve tse of the iddrassee PrtvUegas oT subsaqueni use of lha name of this company or any membtr of Its staR or rapmlucllon of
this report in comadlon wUh lha advertisamartt, pronufion or sale of any product or process, or in connection with the re-pubOcaUon ol this report for any purpose oltwr than for the addreasae will be granted only on contact TNs company accepts no responalbfRy axcspt for the due perrormafloe of Itapedton and/or analyMs In good faRh
and aceordino to tha rulas of th« trade and of sderKt
A AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
Salt Lake City Utah 84115
[phone], Toll Free [phone], Fax [phone]
e mail awal@awal-labs com, web www awal-labs com
KyleF Gross
Laboratory Director
Jose Rocha
QA Officer
QC SUMMARY REPORT
CLIENT Wasatdi Environmental
Lab Set ID 0910194
Project Quality Lmen /1076 006A
Dept MSVOA
SampType MBLK
Amount Original Analysis
Sample ID Analyte Units Method Result Spiked Amount %S£C Limits %RPD RPD Limit Quahfiers Date
MB VOC 101209A 1112 Tetradiloroethane Ug/L SW8260C <20 -10/12/2009
MB VOC 101209A 1,1 1 Trichloroethane Ug/L SW8260C <20 -10/12/2009
MB VOC 10I209A 112 2 Tetradiloroethane Mg/L SW8260C <20 10/12/2009
MB VOC 101209A 112 Trichloro 12 2 trifluoroetha Ug/L SW8260C <20 10/12/2009
MB VOC 101209A 112 Trichloroethane Ug/L SW8260C <20 10/12/2009
MB VOC 101209A 1 1 Dichloro 1 propene (ig/L SW8260C <20 10/12/2009
MB VOC 101209A 1 1 Dichloroethane Rg/L SW8260C <20 10/12/2009
MB VOC 101209A 1 1 Dichloroethene Ug/L SW8260C <20 10/12/2009
MB VOC 101209A 12 3 Trichlorobenzene Mg/L SW8260C <20 10/12/2009
MB VOC 101209A 12 3 Trichloropropane Ug/L SW8260C <20 10/12/2009
MB VOC 101209A 12 4 Trichlorobenzene Mg/L SW8260C <20 10/12/2009
MB VOC 101209A 1 2 Dibromo 3 chloropropane Mg/L SW8260C <50 10/12/2009
MB VOC 101209A 1 2 Dibromoethane Mg/L SW8260C <20 10/12/2009
MB VOC 101209A 1 2 Dichlorobenzene Mg/L SW8260C <20 10/12/2009
MB VOC 101209A 1 2 Dichloroethane Mg/L SW8260C <20 -10/12/2009
MB VOC 101209A Surr 1 2 Dichloroethane d4 %REC SW8260C 52 50 00 104 69 132 10/12/2009
MB VOC 101209A 1 2 Dichloropropane Mg/L SW8260C <20 10/12/2009
MB VOC 101209A 1 3 Dichlorobenzene Mg/L SW8260C <20 10/12/2009
MB VOC 101209A 1 3 Dichloropropane Mg/L SW8260C <20 10/12/2009
MB VOC 101209A 1 4 Dichlorobenzene Mg/L SW8260C <20 10/12/2009
MB VOC 101209A 2 2 Dichloropropane Mg/L SW8260C <20 10/12/2009
MB VOC 101209A 2 Chloroethyl vinyl ether Mg/L SW8260C <50 10/12/2009
MB VOC 101209A 2 Chlorotoluene MgA. SW8260C <20 -10/12/2009
MB VOC 101209A Surr 4 Bromofluorobenzene %REC SW8260C 49 50 00 98 2 85 115 10/12/2009
ReportDate 10/14/2009 Page26of34
All analyses appllcatila to the CWA, 6DWA and RCRA ere parformed In accordance t NELAC protooob Psrilnant samprng Inf rmation Is located un the attached COC This report Is prtwidad for the axclustre use of tha addiassea Pri tlenas of subsequont as of lha name of this company or any msmber of Its staff or raproducif on of
tMs report fn connacAon HMI the advodfaement pmmoOon or sala olany product or procass or in connidfon vAth the re-pubtcaVon of IMs report ror any purpose oitisj- than for the addrassse YiU be yranted only on contact TUs company aceepb no rupofUllalJlty srcopf kn the due pBtftmince of Inspection and/or analysis In s»d Istth
and acoonCno to tha rdes ofthe trade and olsaanca
A AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
Salt Lake City, Utah 84115
[phone], Toil Free [phone], Fax [phone]
e-mail awal@awal-labs com, web www awal labs com
QC SUMMARY REPORT
KyleF Gross
Laboratory Director
Jose Rocha
QA Officer
CLIENT Wasatch Environmental
Lab Set ID 0910194 Dept MSVOA
Project Quality Lmen / 1076-006A SampType MBLK
Amount Original Analysis
Sample ED Analyte Units Method Result Spiked Amount %REC Limits %ItFD RPD Limit Qualifiers Date
MB VOC 101209A 4 Chlorotoluene Mg/L SW8260C <20 10/12/2009
MB VOC 101209A Allyl chloride MgflL SW8260C <5 0 10/12/2009
MB VOC 101209A Benzyl chlonde Mg/L SW8260C <5 0 10/12/2009
MB VOC 101209A Bromobenzene Mg/L SW8260C <20 10/12/2009
MB VOC 101209A Bromochloromethane Mg/L SW8260C <20 10/12/2009
MB VOC 101209A Bromodichloromethane Mg/L SW8260C <20 10/12/2009
MB VOC 101209A Bromoform Mg/L SW8260C <20 10/12/2009
MB VOC 101209A Bromomethane Mg/L SW8260C <50 10/12/2009
MB VOC 101209A Carbon tetrachlonde Mg^-SW8260C <20 10/12/2009
MB VOC 101209A Chlorobenzene Mg/L SW8260C <20 10/12/2009
MB VOC 101209A Chloroethane Mg/L SW8260C <20 10/12/2009
MB VOC 101209A Chloroform Mg/L SW8260C <20 10/12/2009
MB VOC 101209A Chloromethane Mg/L SW8260C <3 0 10/12/2009
MB VOC 101209A Chloroprene Mg/L SW8260C <20 10/12/2009
MB VOC 101209A CIS 1 2 Dichloroethene Mgfl-SW8260C <20 10/12/2009
MB VOC 101209A CIS 1 3 Dichloropropene Mg/L SW8260C <20 10/12/2009
MB VOC 101209A Dibromochloromethane Mg/L SW8260C <20 10/12/2009
MB VOC 101209A Surr Dibromofluoromethane %REC SW8260C 50 50 00 99 3 80 120 10/12/2009
MB VOC 101209A Dibromomethane Mg/L SW8260C <20 10/12/2009
MB VOC 101209A Dichlorodifluoromethane Mg/L SW8260C <20 10/12/2009
MB VOC 101209A Hexachlorobutadiene Mg«^ SW8260C <20 10/12/2009
MB VOC 101209A bdomethane Mg/L SW8260C <50 10/12/2009
MB VOC 101209A Methylene chloride Mg/L SW8260C <20 10/12/2009
MB VOC 101209A Pentachloroethane Mg/L SW8260C <50 10/12/2009
ReportDate 10/14/2009 Page27of34
AD analyses appllcabla ta the CWA SDWA, and RCRA are perfoimed In acoonJinca lo NELAC protocols Pertinent sampling Infomiabon Is located on the attached COC This report Is provided (or the exclusive use of the addressee Prtvtleaas or autisequent use at the name of this company or any member of tts staff or raproducHon of
this report In connecHon with the adfertisarnaiU, promodon or sale of any product or process, orin connecflon vrith the re^hlcallon of this report for any purpose other than tot the addressee wlU be gmnled only on contact ftta company accepts no responslblOtr ucept for the due perfoimanoe of Inspection and/or analyds In good faKh
end acoordino to Ihe nies of Ihe trade and of sdance
A AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
Salt Lake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e mail awal@awal-labs com, web www awal-labs com
QC SUMMARY REPORT
KyleF Gross
Laboratory Director
Jose Rocha
QA Officer
CLIENT Wasatch Environmental
Lab Set ID 0910194 Dept MSVOA
Project Quality Linen / 1G76-006A SampType MBLK
Amount Original Analysis
Sample ID Analyte Units Method Result Spiked Amount %REC Limits %BPD RPD Limit Qualifiers Date
MB VOC 101209A Tetrachloroethene Mg/L SW8260C <20 10/12/2009
MB VOC 101209A Surr Toluene-d8 %REC SW8260C 50 50 00 101 81 120 10/12/2009
MB VOC 101209A trans 1 2 Dichloroethene Mg/L SW8260C <20 10/12/2009
MB VOC 101209A trans 1 3 Dichloropropene Mg/L SW8260C <20 10/12/2009
MB VOC 101209A trans 1 4 Dichloro-2 butene Mg/L SW8260C <20 10/12/2009
MB VOC I01209A Trichloroethene Mg/L SW8260C <20 10/12/2009
MB VOC 101209A Trichlorofluoromethane Mg/L SW8260C <20 10/12/2009
MB VOC 101209A Vmyl chlonde Mg/L SW8260C <1 0 -10/12/2009
MB VOC 101309A 1112 Tetrachloroethane Mg/L SW8260C <20 10/13/2009
MB VOC 101309A 111 Trichloroethane Mg/L SW8260C <20 10/13/2009
MB VOC 101309A 112 2 Tetrachloroethane Mg/L SW8260C <20 10/13/2009
MB VOC 101309A 112 Trichloro-l 2 2 trifluoroetha Mg/L SW8260C <20 10/13/2009
MB VOC 101309A 112 Trichloroethane Mg/L SW8260C <20 10/13/2009
MB VOC 101309A 1,1 Dichloro 1 propene Mg/L SW8260C <20 -10/13/2009
MB VOC 101309A 1,1 Dichloroethane Mg/L SW8260C <20 10/13/2009
MB VOC 101309A 1 1 Dichloroethene Mg/L SW8260C <20 -10/13/2009
MB VOC 101309A 12 3 Trichlorobenzene Mg/L SW8260C <20 10/13/2009
MB VOC 101309A 12 3 Trichloropropane Mg/L SW8260C <20 -10/13/2009
MB VOC 101309A 12 4 Tnchlorobenzene MgA. SW8260C <20 10/13/2009
MB VOC 101309A 1 2 Dibromo 3 chloropropane MgA. SW8260C <50 -10/13/2009
MB VOC 101309A 1 2 Dibromoethane Mg/L SW8260C <20 10/13/2009
MB VOC 101309A 1 2 Dichlorobenzene Mg/L SW8260C <20 -10/13/2009
MB VOC 101309A 1 2 Dichloroethane Mg/L SW8260C <20 -10/13/2009
MB VOC 101309A Surr 1 2 Dichloroethane-d4 %REC SW8260C 51 50 00 103 69 132 10/13/2009
ReportDate 10/14/2009 Page28of34
All analrses applicable lo the CVVA, 3CWA and RCRA are petfoimed In aocotdanc to NELAC protocols Pertinent samplna Infonnatton Is located on the attached COC TTils report is provided for the excludv use of the addr ssee Pri tlag sofsuliseq enltMe rihenanieoflhlscompenyoranymenfiberorUsstaH orreproducBonof
(his report In connsotfon mth tfit adrerfsement promollan or sale o\ any product or process ot in connection vAih the ra-pubicatloti at ihls report for any purpose dh r than for the addresses wjlf be granted only on eonlart TtHs company accepts no fesponslUCt)' except foi the due ptiromanci of InspacVon and/or analysis tn fiODd faith
and acoordlna to the rules of the trade snd ofscfenoe
A AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
Salt Lake City Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail awal@awaJ-Iabs com, web www awal-labs com
QC SUMMARY REPORT
KyleF Gross
Laboratoiy Director
Jose Rocha
QA Officer
CLIENT Wasatch Environmental
Lab Set ID 0910194
Project Quality Lmen / 1076-006A
Dept MSVOA
SampType MBLK
Amount Original Analysis
Sample ID Analyte Units Method Result Spiked Amount %R£C Limits %RPD RPD Limit Qualifiers Date
MB VOC 101309A 1,2 Dichloropropane Mg/L SW8260C <20 10/13/2009
MB VOC 101309A 1 3 Dichlorobenzene Mg/L SW8260C <20 10/13/2009
MB VOC 101309A 1 3 Dichloropropane Mg/L SW8260C <20 10/13/2009
MB VOC 101309A I 4 Dichlorobenzene M&T-SW8260C <20 10/13/2009
MB VOC 101309A 2 2 Dichloropropane Mg/L SW8260C <20 10/13/2009
MB VOC 101309A 2 Chloroethyl vinyl ether Mg/L SW8260C <50 10/13/2009
MB VOC 101309A 2 Chlorotoluene Mg/L SW8260C <20 10/13/2009
MB VOC 101309A Surr 4 Bromofluorobenzene %REC SW8260C 50 50 00 99 4 85 115 10/13/2009
MB VOC 101309A 4-Chlorotoluene Mg/L SW8260C <20 10/13/2009
MB VOC 101309A Allyl chloride Mg/L SW8260C <50 10/13/2009
MB VOC 101309A Benzyl chloride Mg«^ SW8260C <50 10/13/2009
MB VOC 101309A Bromobenzene Mg/L SW8260C <20 -10/13/2009
MB VOC 101309A Bromochloromethane Mg/L SW8260C <20 10/13/2009
MB VOC 101309A Bromodichloromethane Mg/L SW8260C <20 10/13/2009
MB VOC 101309A Bromoform Mg/L SW8260C <20 10/13/2009
MB VOC 101309A Bromomethane Mg/L SW8260C <50 10/13/2009
MB VOC 101309A Carbon tetrachloride Mg/L SW8260C <20 10/13/2009
MB VOC 101309A Chlorobenzene Mg/L SW8260C <20 -10/13/2009
MB VOC 101309A Chloroethane Mg/L SW8260C <20 10/13/2009
MB VOC 101309A Chloroform Mg/L SW8260C <20 10/13/2009
MB VOC 101309A Chloromethane Mg/L SW8260C <30 10/13/2009
MB VOC 10I309A Chloroprene Mg/L SW8260C <20 10/13/2009
MB VOC 101309A CIS 1,2 Dichloroethene Mg/L SW8260C <20 10/13/2009
MB VOC 101309A CIS 1 3 Dichloropropene Mg/L SW8260C <20 10/13/2009
ReportDate 10/14/2009 Page 29 of 34
An enidyses appleabis to the CWA SDWA and RCfU are performed In eocordance to NELAC protocols. Pertinent sampling tnfomtaSon Is located m the attached COC This report Is provided for tha axchishe use of the addressee Privileges or lubsequant uie of the name of this compeny or any
tMs report In connecUen wtffi he advarUsernent, prnnotfon or sale of any product or process or In connection with the rt-putMcadon of this report for any purpose other lha for Ihe addressee vrilf be granted only on contact This compeny accepts no responatdl ty except tdr the due perfomtance of Ir
and acoordino to the niles of the trade and of science
member of Us staff or reprodudfon of
A AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
Salt Lake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e mail awal@awal-iabs com, web www awal labs com
KyleF Gross
Laboratory Director
Jose Rocha
QA Officer
QC SUMMARY REPORT
CLIENT Wasatch Environmental
Lab Set ID 0910194
Project Quality Linen / 1076 006A
Dept MSVOA
SampType MBLK
Amount Original Analysis
Sample ID Analyte Units Method Result Spiked Amount %R£C Limits %RPD RPD Limit Qualifiers Date
MB VOC 101309A Dibromochloromethane Mg/L SW8260C <20 10/13/2009
MB VOC 101309A Surr Dibromofluoromethane %REC SW8260C 49 50 00 98 1 80 120 10/13/2009
MB VOC 101309A Dibromomethane Mg/L SW8260C <2 0 10/13/2009
MB VOC 101309A Dichlorodifluoromethane Mg/L SW8260C <20 10/13/2009
MB VOC 101309A Hexachlorobutadiene Mg/L SW8260C <20 10/13/2009
MB VOC 101309A lodomethane Mg/L SW8260C <5 0 10/13/2009
MB VOC 101309A Methylene chloride MS/L SW8260C <20 10/13/2009
MB VOC 101309A Pentachloroethane Mg/L SW8260C <5 0 10/13/2009
MB VOC 101309A Tetrachloroethene Mg/L SW8260C <20 10/13/2009
MB VOC 101309A Surr Toluene d8 %REC SW8260C 51 50 00 101 81 120 10/13/2009
MB VOC 101309A trans 1 2-Dichloroethene Mg/L SW8260C <20 10/13/2009
MB VOC 101309A trans 1 3 Dichloropropene Mg/L SW8260C <20 10/13/2009
MB VOC 101309A trans 1 4 Dichloro 2 butene Mg/L SW8260C <20 10/13/2009
MB VOC 101309A Trichloroethene Mg/L SW8260C <20 10/13/2009
MB VOC 101309A Trichlorofluoromethane MgflL SW8260C <20 10/13/2009
MB VOC 101309A Vmyl chloride Mg/L SW8260C <1 0 10/13/2009
ReportDate 10/14/2009 Page 30 of 34
M analyses applicable to the CWA, 80WA. and RCRA ere perfomiad In accordance to NELAC protocols P rtin nt sempOng Informal on Is locat d un the alt ched COC This report Is providod for (he exclusive use ot the addressee PrlvliegBs of sutsequant use of tha name of this company or any meirber of Rs staff or repioducSon of
this report In conrwcHon with lha advarfsBtnent promobon or sale of any product or process or In connection with the re-publcallon of thi report for any purpose other than for the addressee \A\\ be granted only on contact Ttils company accepts no responsibility except for the due performance of Inspection and/or analysis In {food faith
end aceordino to the rules of the trade end of science
A AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
Salt Lake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e-mail awal@awal labs com, web www awal-labs com
QC SUMMARY REPORT
KyleF Gross
Laboratoiy Director
Jose Rocha
QA Officer
CLIENT Wasatch Environmental
Lab Set ID 0910194 Dept MSVOA
Project Quality Linen / 1O76-006A SampType MS
Amount Original Analysis
Sample ID Analyte Units Method Result Spiked Amount %REC Limits %RPO RPD Limit Qualifiers Date
0910192-00lAMS 1 11 Trichloroethane Mg/L SW8260C 20 20 00 0 97 9 67 147 10/12/2009
0910192-OOlAMS 1 1 Dichloroethene Mg^-SW8260C 16 20 00 0 82 2 62 152 10/12/2009
0910192-OOlAMS 1,2 Dichlorobenzene Mg/L SW8260C 18 20 00 0 88 8 70 130 10/12/2009
0910192 OOIAMS 1 2 Dichloroethane Mg/L SW8260C 18 20 00 0 89 6 39 162 10/12/2009
0910192-OOlAMS Surr 1 2 Dichloroethane d4 %REC SW8260C 53 50 00 106 77 144 10/12/2009
0910192-OOlAMS 1,2 Dichloropropane Mg/L SW8260C 18 20 00 0 90 4 70 130 10/12/2009
0910192-OOlAMS Surr 4 Bromofluorobenzene %REC SW8260C 50 50 00 991 80 123 10/12/2009
0910192 OOIAMS Chlorobenzene Mg/L SW8260C 18 20 00 0 89 6 77 123 10/12/2009
0910192 OOIAMS Chlorofonn Mg^-SW8260C 21 20 00 3 010 90 5 50 146 10/12/2009
0910192 OOIAMS Surr Dibromofluoromethane %REC SW8260C 51 50 00 102 80 124 10/12/2009
0910192 OOIAMS Methylene chloride Mg/L SW8260C 17 20 00 0 84 2 65 135 10/12/2009
0910192 OOIAMS Sun- Toluene d8 %REC SW8260C 50 50 00 99 3 80 125 10/12/2009
0910192 OOIAMS Trichloroethene Mg/L SW8260C 23 20 00 0 117 61 153 10/12/2009
0910194 005AMS 1 1 1 Trichloroethane Mg/L SW8260C 2 400 2 000 0 120 67 147 10/12/2009
D910194-005AMS 1 1 Dichloroethene MgA-SW8260C 2 200 2 000 0 108 62 152 10/12/2009
0910194-005AMS 1 2 Dichlorobenzene Mg/L SW8260C 2 200 2 000 0 112 70 130 10/12/2009
0910194 005AMS 1 2 Dichloroethane Mg«^ SW8260C 2 300 2 000 0 113 39 162 10/12/2009
0910194-005AMS Surr 1 2 Dichloroethane-d4 %REC SW8260C 5 300 5 000 106 77 144 10/12/2009
0910194 005AMS 1 2 Dichloropropane Mg/L SW8260C 2 200 2 000 0 112 70 130 10/12/2009
0910194-005AMS Surr 4-Bromofluorobenzene %REC SW8260C 4 900 5 000 98 7 80 123 10/12/2009
0910194 005AMS Chlorobenzene Mg/L SW8260C 2 200 2 000 0 110 77 123 10/12/2009
0910194-005AMS Chloroform Mg/L SW8260C 2 200 2 000 0 110 50 146 10/12/2009
0910194 005AMS Surr Dibromofluoromethane %R£C SW8260C 5 100 5 000 101 80 124 10/12/2009
0910194 005AMS Methylene chloride Mg/L SW8260C 2 000 2 000 0 102 65 135 10/12/2009
ReportDate 10/14/2009 Page31 of34
All analysei applicable to the CWA, SDWA and RCRA are performed In aocoRlance to NELAC protocols. Pertinent sampflng Infomialion Is located on (he attached COC "Rils report Is provided for the ezduttve use of the addressee PrivUases of subsequent use of Ihe name of this company or any member of Its staff or repraduchon of
this repot In connection with Ihe advertisement promotion or sate of any product or pfooess or In conneclon with the re publlcabon of Ihls report for any purpose other than for tha addressee HU be granled nly on contact. Thb company accepts no responslbtOy except for the due peiformanoe of Inipection and/or analyds In good fallh
and aceordino to tha rules of the trade ond of science
A AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
SaltLake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e mail awal@awal-labs com web www awal-labs com
QC SUMMARY REPORT
KyleF Gross
Laboratoiy Director
Jose Rocha
QA Officer
CLIENT Wasatch Environmental
Lab Set ID 0910194 Dept MSVOA
Project Quality Lmen /1076 006A SampType MS
Amount Onginal Analysis
Sample ID Analyte Units Method Result Spiked Amount %REC Limits %RPD RPD Limit QualiHers Date
0910194-005AMS Surr Toluene dS %REC SW8260C 4 900 5 000 99 0 80 125 10/12/2009
0910194-005AMS Trichloroethene Mg/L SW8260C 6 500 2 000 4 009 123 61 153 10/12/2009
0910113-OOlBMS 111 Trichloroethane Mg/L SW8260C 1300 1 000 0 125 67 147 10/13/2009
0910113-OOlBMS 1 1 Dichloroethene Mg/L SW8260C 920 1 000 0 92 5 62 152 10/13/2009
0910113-OOlBMS 1,2 Dichlorobenzene Mg/L SW8260C 1 100 1 000 0 110 70 130 10/13/2009
0910113-OOlBMS 1,2 Dichloroethane Mg/L SW8260C 1 100 1 000 0 112 39 162 10/13/2009
0910113 OOIBMS Surr 1 2 Dichloroethane d4 %REC SW8260C 2 600 2 500 104 77 144 10/13/2009
0910113 OOIBMS 1 2 Dichloropropane Mg/L SW8260C 1 200 1 000 0 115 70 130 10/13/2009
0910113 OOIBMS Surr 4 Bromofluorobenzene %REC SW8260C 2 400 2 500 97 4 80 123 10/13/2009
0910113 OOIBMS Chlorobenzene Mg/L SW8260C 1 100 1 000 0 115 77 123 10/13/2009
0910113 OOIBMS Chloroform Mg/L SW8260C 1 100 1 000 0 115 50 146 10/13/2009
0910113 OOIBMS Surr Dibromofluoromethane %REC SW8260C 2 500 2 500 102 80 124 10/13/2009
0910113 OOIBMS Methylene chloride Mg/L SW8260C 1 100 1 000 0 106 65 135 10/13/2009
0910113-OOlBMS Surr Toluene d8 %REC SW8260C 2 500 2 500 100 80 125 10/13/2009
0910113 OOIBMS Tnchloroethene Mg/L SW8260C 1 500 1 000 350 0 112 61 153 10/13/2009
ReportDate 10/14/2009 Page 32 of 34
Alt anafysei applicable to the CWA SDWA and RCRA are pertonned In accordance to NELAC protocols Pertinent samping Inf nnation Is located on the altactied COC This report is proWdad forth xclusivo use of the ddressee Pd lieges fsubseq ent me of the nante of this company or Hnyniembttr of Hs staff or reproduction of
this repot in connecdoa v/nh Ihe advertlsnnent, promobon o; sale ol any product or process or In connection with the r^-pubUcatlon ot this report for any puipose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due pcrfornianoe of Inspection end/or analysis In pood falUi
and acoonina to the rules of the trade and of sdance.
AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
Salt Lake City, Utah 84115
[phone], Toll Free [phone], Fax [phone]
e mail awal@awal labs com web www awal-labs com
KyleF Gross
Laboratory Director
Jose Rocha
QA Officer
QC SUMMARY REPORT
CLIENT Wasatch Environmental
Lab Set ID 0910194
Project Quality Linen /1076 006A
Dept MSVOA
SampType MSD
Amount Original Analysis
Sample ID Analyte Units Method Result Spiked Amount %REC Limits %RPD RPD Limit Qualifiers Date
0910192 OOIAMSD 1,1 1 Trichloroethane Mg/L SW8260C IS 20 00 0 92 0 67 147 6 22 25 10/12/2009
0910192-00lAMSD 1 1 Dichloroethene Mg/L SW8260C 15 20 00 0 75 5 62 152 8 50 25 10/12/2009
0910192-OO1AMSD 1,2-Dichlorobenzene Mgtt-SW8260C 18 20 00 0 87 8 70 130 1 25 25 10/12/2009
0910192-OOlAMSD 1 2 Dichloroethane Mg/L SW8260C 18 20 00 0 87 5 39 162 2 32 25 10/12/2009
0910192 OOIAMSD Surr 1 2 Dichloroethane-d4 %REC SW8260C 53 50 00 105 77 144 10/12/2009
0910192 OOIAMSD 1 2 Dichloropropane Mg/L SW8260C 17 20 00 0 87 0 70 130 3 78 25 10/12/2009
0910192-OOlAMSD Sun" 4 Bromofluorobenzene %REC SW8260C 49 50 00 97 3 80 123 10/12/2009
0910192-OOlAMSD Chlorobenzene Mg/L SW8260C 17 20 00 0 86 8 77 123 3 18 25 10/12/2009
0910192 OOIAMSD Chlorofonn Mg/L SW8260C 20 20 00 3 010 84 6 50 146 5 70 25 10/12/2009
0910192-OOlAMSD Surr Dibromofluoromethane %REC SW8260C 50 50 00 100 80 124 10/12/2009
0910192-OOlAMSD Methylene diloride MgflL SW8260C 16 20 00 0 80 2 65 135 4 93 25 10/12/2009
0910192 OOIAMSD Surr Toluene dS %REC SW8260C 50 50 00 99 3 80 125 10/12/2009
0910192 OOIAMSD Tnchloroethene Mg/L SW8260C 18 20 00 0 913 61 153 24 6 25 10/12/2009
0910194-005AMSD 1 1 1 Tnchloroethane Mg/L SW8260C 2 200 2 000 0 108 67 147 10 6 25 10/12/2009
0910194-005AMSD 1 1 Dichloroethene Mg/L SW8260C 2 000 2,000 0 99 2 62 152 9 01 25 10/12/2009
0910194 005AMSD 1 2-Dichlorobeiizene Mg/L SW8260C 2 100 2,000 0 103 70 130 8 16 25 10/12/2009
0910194-005AMSD 1 2 Dichloroethane Mg/L SW8260C 2 100 2OO0 0 104 39 162 8 49 25 10/12/2009
0910194 005AMSD SUIT I 2 Dichloroethane-d4 %REC SW8260C 5 300 5,000 106 77 144 10/12/2009
0910194-005AMSD 1 2-Dichloropropane Mg/L SW8260C 2 100 2 000 0 103 70 130 8 53 25 10/12/2009
0910194-O05AMSD Surr 4 Bromofluorobenzene %REC SW8260C 4 900 5 000 97 3 80 123 10/12/2009
0910194 005AMSD Chlorobenzene Mg/L SW8260C 2 000 2 000 0 101 77 123 9 04 25 10/12/2009
0910194-005AMSD Chloroform Mg/L SW8260C 2 000 2 000 0 100 50 146 9 16 25 10/12/2009
0910194 005AMSD Surr Dibromofluoromethane %REC SW8260C 5 100 5 000 101 80 124 10/12/2009
0910194 005AMSD Methylene chlonde Mg/L SW8250C 1 900 2 000 0 93 0 65 135 9 19 25 10/12/2009
ReportDate 10/14/2009 Page33 of34
Al anaiyeeB appllCBble to the CWA, 8DWA, and RCfU are perfonned In accordance h> NELAC protooolE Pertinent ssmplng infomiaUo Isloc ted on the attached COC This report Is provided lor (tie exdustve use of the addressee Prtvllages of subsequent use of ihe name of this company or any member of He staff or reproduction of
this report In connection wNh the Kfaeriisenent promodon or sale of any product or process, or In connection widi the re-publlcaUon of th s report for any purpose other than for Ihe Kidressee YVI)I be granted only on contact Thia company accepts no responsiHfty nctjA for tha due perfonnance of Inspection and/or analysis In good fallh
and aceordino lo the rules of Ihe trade and of science
A AMERICAN WEST ANALYTICAL LABORATORIES
463 West 3600 South
Salt Lake City Utah 84115
[phone], Toll Free [phone] Fax [phone]
e-mail awal@awal-labs com, web www awal labs com
KyleF Gross
Laboratory Director
Jose Rocha
QA Officer
QC SUMMARY REPORT
CLIENT Wasatch Environmental
Lab Set ID 0910194
Project Quality Linen /1076 006A
Dept MSVOA
SampType MSD
Sample ID Analyte Units Method Result
Amount
Spiked
Original
Amount %REC Limits %RPD RFD Limit Qualifiers
Analysis
Date
0910194 005AMSD Surr Toluene d8 %REC SW8260C 4 900 5 000 98 6 80 125 10/12/2009
0910194 005AMSD Tnchloroethene SW8260C 6 300 2 000 4 009 113 61 153 3 17 25 10/12/2009
0910113 OOIBMSD 1 1 1 Trichloroethane Mg/L SW8260C 1 200 1 000 0 115 67 147 8 65 25 10/13/2009
0910113 OOIBMSD 1 1 Dichloroethene Mg/L SW8260C 850 1 000 0 84 6 62 152 8 93 25 10/13/2009
0910113 OOIBMSD 1 2 Dichlorobenzene Mgrt-SW8260C 1 100 1 000 0 107 70 130 2 66 25 10/13/2009
0910113 OOIBMSD 1 2-Dichloroethane Mg/L SW8260C 1 100 1000 0 108 39 162 3 67 25 10/13/2009
0910113 OOIBMSD Surr 1 2 Dichloroethane-d4 %REC SW8260C 2 600 2 500 102 77 144 10/13/2009
0910113 OOIBMSD 1 2-Dichloropropane Mg/L SW8260C 1 100 1,000 0 109 70 130 5 62 25 10/13/2009
0910113 OOIBMSD Surr 4 Bromofluorobenzene %REC SW8260C 2 400 2 500 97 7 80 123 10/13/2009
0910113 OOIBMSD Chlorobenzene Mg/L SW8260C 1 100 1 000 0 109 77 123 5 06 25 10/13/2009
0910113 OOIBMSD Chloroform Mg/L SW8260C 1 100 1 000 0 108 50 146 6 38 25 10/13/2009
0910113 OOIBMSD Surr Dibromofluoromethane %REC SW8260C 2 500 2 500 100 80 124 10/13/2009
0910113-001BMSD Methylene chloride Mg/L SW8260C 990 1 000 0 99 3 65 135 6 77 25 10/13/2009
0910113 OOIBMSD Surr Toluene d8 %REC SW8260C 2 500 2 500 100 80 125 10/13/2009
0910113 OOIBMSD Trichloroethene Mg/L SW8260C 1 400 1 000 350 0 103 61 153 6 88 25 10/13/2009
ReportDate 10/14/2009 Page34of34
AA analyses applicable to the CWA, SDWA end RCRA are perfonnid In acconlance i NELAC protocols Pertinent samping Inf [rrutlon is located n the attached COC This report Is provid d for Ihe excluslvo use of the addressee Pil lieges fsubsaqu nt use of the natneofthlsoompiny oranymemberof Itssteff or reprotfucbon of
this report in connection vrilh the adyertlsemenl promotion or sale of any producl or process or In connection v^th the re^Hibllcatlon of this report for any purpose other than (or the addressee >^II be granled only on contarl This company accepts no responsibility excapl For the due perloflnanoe ot Inspeodon and/cr analysis In good faith
snd acoordino to Ihe rules of the trade and of science
T
American West Analytical Laboratories
WORK ORDER Summary
Client ID WAS580
Contact Rebecca Studenlca
Project Quality Linen /1076 006A
Comments PA Rush QC 2+, Use sample #5 for MS/MSD
QC Level LEVEL 11+
12-Oct-09
Work Order 0910194
WO Type Standaid
Reviewed by on
Sample ED Client Sample ID Date Collected Date Received Date Due Matrix Test Code Hid MS SEL Sub Storage
0910194 001A GP31g 10/10/2009 10 30 00 AM 10/12/2009 9 09 40 AM 10/21/2009 Aqueous 8260 W • • 0 • VOCFridge
0910194 002A aP3I(i ^5 l3 dup 10/21/2009 8260 W • • 0 • VOCFndge
0910194 003A GP32^ 15' 10/10/2009 1 25 00 PM 10/21/2009 8260 W • • 0 • VOCFridge
0910194 004A GP 31 @ 24-29 10/10/2009 3 00 00 PM 10/21/2009 8260 W • • 0 • VOCFndge
0910194 005A GP31(! 20 10/10/2009 3 50 00 PM 10/21/2009 8260 W • • 0 • VOCFridge
0910194 006A GP32^ g13-20 10/10/2009 4 35 00 PM 10/21/2009 8260 W • • 0 • VOCFridge
0910194 007A GP 33 ^ §3 15 10/10/2009 3^0 00 PM 10/21/2009 8260 W • • 0 • VOCFndge
0910194 008A GP33g gl3 20 10/10/2009 6^3 00 PM 10/21/2009 8260 W • • 0 • VOCFridge
0910194 009A GP34(Z $5 l3 10/10/2009 7 00 00 PM 10/21/2009 8260 W • • 0 • VOCFridge
0910194-OlOA GP34^ pl3 20 10/10/2009 7 33-00 PM 10/21/2009 8260 W • • 0 • VOCFridge
0910I94-011A Tnp Blank 10/10/2009 10/21/2009 8260 W • • 0 • VOCFndge
^WASATCH
SNVtROMMENTAL
CHAIN OF CUSTODY FORM
SAMPLER ')1
CERTIFICATION #
SITE LOCATION
PROJECT NUMBER fCsKo- QoCA ANALYSES REQUESTED
o
SAMPLE DESCRIPTION Date Time Media Amount
v/7
/d
1
4^
2^
zr
<70
•4.
SPECIAL INSTRUCTIONS ^CLr 7J^
elinquished By Date/Time Received By Date/Time
/JiJCiWeA
/d^l?.-<i\j
^Jujtj^ ^m7o/^
Page. of
2410 WEST CALIFORNIA AVENUE • SALT LAKE CITT, UT 84104 • PHONE [phone] • FAX [phone]
WEB SITE www wasatch-environmental com«E MAIL wel@wasatch environmental com
Lab Set ID rP| \o|S^ 7 3^
Samples Were COC Tape Was Contamei Type No Rec
• Slypped By Present on O^Jer Paclcage
• Yes frNo DN/A
• AWAL Supplied Plastic
H^and Delivered
Present on O^Jer Paclcage
• Yes frNo DN/A • AWAL Supplied Cleai Glass
• A;iibient Unbroken on Outer package
• Yes DNo m\lk
• AWAL Supplied Ambei Gl^
I3<;hilled
Unbroken on Outer package
• Yes DNo m\lk • AWAL Supplied VOA/2^C/TOX Vials
• Amber DCleai [^Headspace • No Headspace Temperatme "C / Piesent onjSample
• Yes frNo ON/A
• AWAL Supplied VOA/2^C/TOX Vials
• Amber DCleai [^Headspace • No Headspace
Rec BrokeiVLealcmg DYes B^Io DN/A
Piesent onjSample
• Yes frNo ON/A • Non AWAL §H^lied Contamei
Notes Unbioken on Samp^
• Yes • No BWA
Propeily Preserved E^es ONo DN/A Notes
/
Notes
/
Notes
/
Rec Within Hold E'Yes DNo
Notes
/
Discrepancies Between Labels and COC • Yes E-i<to
Notes
Notes
/
Notes
Bottle Type Preservative All pHs OK
Aminoma pH<2H2S04
COD pH<2H2S04
Cyanide PH>12TqaOH
Metals pH<2HN03
NO2&NO pH <2 H2SO4
Nutrients pH<2H2S04
O&G jH<2HCL -
Phenols pH <2 H2SO4
Sulfide pH>9NaOH,ZnAC
TKN pH<2H2S04
TOC pH<2H3P04 /
TPO4 pH<2H2S04 ^
TPH
2) Pour sample from Lid gently over wide range pH paper
3) Do Not dip the pH paper in the sample bottle or lid
4) If sample is not preserved properly list its extension and receiving pH in the appropnate column above
5) Flag COC and notify client for further mstmctions
6) Place client conversation on COC
7) Samples may be adjusted at client request
APPENDIX C
CPT STUDY
CONETEC ConeTec, inc.
Geotechnical and Environmental Site Investigation Contractors
3589 West 500 South Suite 3, Salt Lake City UT 84104 • PO Box 22082 Salt Lake City UT 84103
Tel [phone] • Fax [phone] • Web www conetec com • Email saltlakecity@conetec com
November 3, 2009 Job No 09-383
Ms Rebecca Gustin
Wasatch Environmental
2410 West California Avenue
Salt Lake City, UT 84104-4109
Re CPT Results
Quality Linen
Salt Lake City, Utah
Dear Rebecca,
Tel [phone]
Fax [phone]
Per your request, we have completed the CPT investigation for the above referenced
project Enclosed is one set of CPT plots, pore pressure dissipation plots and a data
CD The CD contains the CPT data and PPD data files in Excel format In addition to
the data files, we have included digital copies of the CPT plots and PPD plots in PDF
format The following table summanzes the work performed at the site
CPT
Location
CPT-01
CPT
Filename
Maximum
Depth
(ft)
PPD
Depth
(ft)
PPD
Time
(sec)
Ueq
(ft)
Water
Sample
Depths
(ft)
Comments CPT
Location
CPT-01 383CP01 30 02 23 13 500 178
CPT-OIA 383CP01A 18 70 9 51 500 88
13 45 600 (...) PPD Stopped
18 70 800 173
CPT-02 383CP02 65 29 15 09 1200 132
53 97 3500 (...) PPD Stopped
CPT-02A 383CP02A 22 15 9 02 500 (...) PPD Stopped
22 15 2000 (-) PPD Stopped
CPT-03 383CP03 40 03 NO PP D PERFO RMED 14-15
23-24
33-34
CPT-04 383CP04 16 90 NO PP D PERFO RMED
Many correlations have been developed for design parameters based on CPT data
The interpretations are presented only as a guide for geotechnical use and should be
carefully scrutinized for consideration in any geotechnical design
SaltLake City, UT » West Berlin, NJ » Richmond, VA • Vancouver, BC • Edmonton, AB
Ms Rebecca Gustin
Wasatch Environmental
November 3, 2009
Page Two
Job No 08-383
Assumptions have been made regarding soil unit weights, groundwater level and
interpretational methods, which may or may not apply to this site The apparent water
table values used in the CPT interpretations is based on the results of the shallowest
ore pressure dissipation test within each sounding Additionally, the following table
summarizes the values assigned to the specific soil behavior type zones
Zone SPT
qt/N
Unit Wt
(kN/m^)
Unit Wt
(PCf)
124 1
k
(cm/s) Description
0 1 0 195
Unit Wt
(PCf)
124 1 1x10^^ Undefined
1 20 12 5 79 6 1x10^ Sensitive Fines
2 1 0 175 111 4 1x10'^ Organic Soil
3 1 0 175 111 4 5x10^ Clay
4 1 5 180 1146 5x10^ Silty Clay
5 20 180 1146 5x10" Clayey Silt
6 25 18 0 1146 5x10^ Silt
7 30 185 1178 5x10^ Sandy Silt
8 40 190 120 9 5x10^ Silty Sand/Sand
9 50 195 124 1 5x10 2 Sand
10 60 20 0 127 3 5 Gravelly Sand
11 1 0 20 5 130 5 1x10^^ Stiff Fine Grained
12 20 190 120 9 1x10^ Cemented Sand
We appreciate the opportunity of providing these services to you If you have any
questions regarding the enclosed matenal or if, we can be of additional assistance,
please contact us
Sincerely,
ConeTec, Inc
Shawv\/StBtner
Shawn D Sterner, P E
Manager
Enclosures
SaltLake City, UT • West Berlin, NJ • Richmond, VA • Vancouver, BC • Edmonton, AB
CONETEC
Job No 09-383 Sounding CPT-01
Wasatch Environmental Date 10 3109 0714 Cone 155T1500F15U500
Site QUALITY LINEN
qt (tsf) fs (tsf)
100 200 300 0 00 1 25 2 50
u(ft)
0 100 200
Max Depth 9 150nn/ 3002 ft
Deptti Inc 0 050 m / 0 164 ft
Avgint 0 150 m
File 383CP01 COR
Unit Wt SBT Chart Soil Zones
SBT Lunne, Robertson anci Powell 1997
® Equilibrium Pore Pressure from Dissipation
CONETEC
a>
.0)
Q.
(U
Q
Job No 09-383 Sounding CPT-01A
Wasatch Environmental ^^^^ 10 3109 o? 52 Cone 155T1500F15U500
Site QUALITY LINEN
qt(tsf) fs(tsf) Rf(%) SBT
0 00 2 50 100 200
Max Depth 5 700 m/ 18 70 ft
Depth Inc 0 050 m / 0 164 ft
Avgint 0 150 m
File 383CP01ACOR
Unit Wt SBT Chart Soil Zones
SBT Lunne Robertson and Powell, 1997
® Equilibrium Pore Pressure from Dissipation
CONETEC
Job No 09-383 Sounding CPT-02
Wasatch Environmental ^^'^ 103109 0849 Cone 155T1500F15U500
Site QUALITY LINEN
to
Q.
Q
10-
15-
20-
qt (tsf) fs (tsf)
100 200 300 0 00 1 25 2 50
u(fl)
0 100 200
Max Depth 19 900m/ 6529 ft File 383CP02COR
Depth Inc 0 050 m / 0 164 ft Unit Wt SBT Chart Soil Zones
Avg Int 0 150 m
SBT Lunne, Robertson and Powell 1997
® Equilibnum Pore Pressure from Dissipation
CONETEC
Q.
0
D
Job No 09-383 Sounding CPT-02
Wasatch Environmental^^ 10 3109 os49 Cone 155T1500F15U500
Srte QUALITY LINEN
qt(tsf) Rf(%) SBT
0 00 2 50 5 0 100 0 6 12
100
Sensitive Fines
Sjit
Sensitive Fines
Max Depth 19 900m/ 6529 ft
Depth Inc 0 050 m / 0 164 ft
Avgint 0 150m
File 383CP02COR
Unit Wt SBT Chart Soil Zones
SBT Lunne, Robertson and Powell, 1997
® Equilibnum Pore Pressure from Dissipation
CONETEC
Job No 09-383 Sounding CPT-02A
Wasatch Environmentah^^ 10310910 46 Cone 155T1500F15U500
Site QUALITY LINEN
Q.
0)
Q
qt(tsf)
100 200 0 00 2 50 200 12
3ana
Sand
Sandy Silt
Silt
Clayey Slit
Silly Clay
Clay
Silty Clay
Sensitive Fines
Silty Clay
Sensitive Fines
Sensitive Fines
Sandy Silt
Silt
ClayeySilt
Silt
SandySilt
Silt
ClayeySilt
Silt
ClayeySilt
Sensitive Fines
Max Depth 6 750 m/ 22 15 ft
Depth Inc 0 050 m / 0 164 ft
Avgint 0 150m
File 383CP02ACOR
Unit Wt SBT Chart Soil Zones
SBT Lunne Robertson and Powell 1997
(i) Equilibrium Pore Pressure from Dissipation
CONETEC
Job No 09-383 Sounding CPT-03
Wasatch Environmental^^ 10 3109 n se Cone 155T1500F15U500
Site QUALITY LINEN
.<0
CL
(U
Q
qt(tsf)
100 200
fs(tsf)
1 25
Rf(%)
2 50
Max Depth 12 200m/ 4003 ft
Depth Inc 0 050 m / 0 164 ft
Avgint 0 150m
File 383CP03COR
Unit Wt SBT Chart Soil Zones
SBT Lunne Robertson and Powell 1997
® Equilibrium Pore Pressure from Dissipation
CONETEC
<u
Q. a>
Q
Job No 09-383 Sounding CPT-04
Wasatch Environmentah^^ 1031091500 Cone 155T1500F15U500
Site QUALITY LINEN
ql(tsf)
100 200
Rf(%) SBT
300 0 00 2 50 200
Sensitive Fines
Max Depth 5150 m/ 16 90 ft
Depth Inc 0 050 m/0 164ft
Avgint 0 150 m
File 383CP04COR
Unit Wt SBT Chart Soil Zones
SBT Lunne Robertson and Powell 1997
® Equilibrium Pore Pressure from Dissipation
Wasatch Env. Sound ins CPT-Olfli CoiniG
Location QUALITY LINEN D-ate
81
!>.
3
tfl
m
L
a.
0
PORE PRESSURE DISSIPPtTlON RECORD
30 O-
20 0--
lO 0--
o o-
o • IDO O 200 O 300 O 400 O SJO O
TIME tsecJ
i55 TS.3DOF15US0C
ajQ"31 09 07 52
File 383CP01ifl.PPD'
Dep^lh <(iKi> 2 SO
Duration
O—Man
y-max
y—ets
y-aj
^4
9 51
goo Os
8 64 495 Os
29 94 O Os
8 51
19 23 IS 5s
43 3 SB CM'^2y^]in
O 99
Plot o—w iim
t-iwan
4 -imax
TicksK
TicksV
FSigudliilttB Ir
Mater table
of
of
O OO
30 OO
O OO
SOO O
5
3
IDO O
0 30
1 OO ft
Wasatch Env. Sound insi CPT-OM
Location QUALITY LINEN
PORE PRESSURE DISSIPATION RECORD
GO O-
01
in
QJ
CL
0 0.
40 O-
20 O-
O O-
O O 200 O 400 O fiOO O
TIME tsecJ
File 383CP01A PPD
Deiptlh (KIJ 4 2JO
tf t >
Durat aon
U-min 13
y—iMiax
y-ecD
y-30
43 4i&
12 45
13 45
£00 Os
98 £00 Os
20 Os
27 95 119 55
ch 5 994 CMi'*-2/Viiin
jUt O 95
Plot u-Min O OO
u-s^ax fiO OO
t-Min O OO
t-max eOO O
m of TicDtsK 3
ffi of TicksV 3
Rigudlaty) Ir lOO O
Matair tab la O 30 Hi
1 OO ft
Sounding CPT-OliRi
Location QUALITY LINEN
3 Ul m
PORE PRESSURE DISSIPATION RECORD
60 O-r
4Q Q_.
20 0--
O O-
O O 200 O 400 O 600 O ffi30
TIME Csec>
5
Cone 1S5 T ISOOFlSaJSOCj!
Date 10 31 09 07 52
U—MlCTi
y-iwax
y-ecj
y-so
a on
17 03 740 Os
54 53 flO Os
17 70
3S 12 45 Os
15 iB17 CMi'^2ytaiin
1 02
Plot u-Min o 00
u-Max lEO 00
t-Min O 00
t -Kiax SDO O
fflf of TacksX
ffi of TiclksV
Rigjidiaty Ir
Mater table
4
3
IDO O
0 30 m
1 00 ft
Wasatch Env. Soundinoi CPT-01
Location QUALITY LINEN
Cone 155 TlS30FiaJSDC
Date 10 31 09 07 14
SI L 3 in in a
L
I.
PORE PRESSURE DISSIPATION RECORD
40 O-
30 0--
20
lO O-
O O-
O iDO O 200 O 300 O 400 O ^30 O
TIME Csec}'
File 383CP01 PPD
Depth twJ 7 05
•tftJ 23 13
Duration SDO Os
y-iwin 14 41 O Os
U-Dfliax 32 SO 15 Os
y-ecQ 18 13
U-SD 25 47 42 6s
ch 16 O09 cn^ZA^xn
1 04
Plot u—Miin O OO
u-nax 40 OO
t-Min O OO
t-B^ax 500 O
# of TicksX
of TiclksV
Rigidity Ir
Mater table
5
4
lOO O
1 52 M
5 OO f t|
Wasatch Env. Sounding CPT-02
Location QUALITY LI
*»
m
in
01
0
a.
PORE PRESSURE DISSIPATION RECORD
40 O-r
30 0--
20 O-
jUD 0--
o o-
O OK O 3IIC O 6K
TIME CsecJ
O SK
Cone
Date
155 T1500F15U50t
SB 31 09 08 49
File 383CP02 PPD
Depth Ht^y 4 eo
Cf t >
Duration
—imm 4
15 09
1200 Os
30 O I, Os
33 35
13 09
23 22 186 8s
834 ciM'*2/Vsin
1 Ol
iLD—win O OO
u—Max 40 OO
t—Min O OO
t-imax 1200 O
TicksK 4
'icksV 4
Risnditfj Ir'lOO O
Mater table O 61 M
2 OO f t^
Wasatch Env. Sound ms CPT-02A
Location QUALITY LINEN
PORE PRESSURE DISSIPATION RECORD
30 O-r
•V
01
L.
3
«1
in
01 L
a.
01
I.
20 0--
10 O-
O O'
O O IDO O 200 O 300 O 400 O 50O O
TIME Csec)'
5,
Cone 155 T1500F15U50I
Data iO 31 09 10 46
File 383CP02A PPD
Depth imy 2 75
ift> 9 02
Duration 5O0 Os
y-iMiin 15 06 O Os
18 72 40 Os
7 02
11 04 O Os
O OOO cm^2j^in
O OO
y-iwax
y-eca
y-3Q
ch
>flJt
Plot u—Min O OO
u-D^iax 30 OO
t —win
t—wax
^ of TicksK
# of TicksY
RiSiidatyi Ir
Mater table
D OO
500 O
5
3
too O
O 61 M
2 OO ft
Wasatch Env. Sounding
Location
CPT-02A
QUALITY LINEN
Cone
Date
155 TlSOOFlSLDSOCi
iO 31 09 10 46
PORE PRESSURE DISSIPATION RECORD
IDO O-r
80 O-
3
in
in
01
CL
01
0
CL
eo 0--
40 o- •
20 0--
File 383CP02A PPD
Depth iny & 75
Duration
y-Dnin 32
95
20
57
473
y-wax
y-ecn
y-50
ch 1
^t O
22 15
2000 Os
33 2000 Os
45 O Os
15
SO 486 4s
ciM-^2y^in
O O-
O OK O SK 1 OK 1 a< 2 OK
TIME Csecl'
Plot u—m m
u-Max
t—Min
t-wax
# of TicksX
m of TicksV
Rigidity Ir
Mater table
o 00
100 00
o 00
2000 o
4
5
IDO O
O 61 M
2 00 ftl
S ound1ng CPT-02
Location QUALITY LINEN
Cone 155 T ISOOFISUSQC
Date ID 31 09 08 49
PORE PRESSURE DISSIPATION RECORD
200 O-
150
01
3 m m
01
0.
01
i. e
£00 O-
50 0--
O O-
O OK O 7K 1 4K 2 iK
TIME (Csec>
2 OK 3 3K
File 383CP02.PPD
Depth imiy 16 45
ifty 53 97
Duration 35DO Os
y-wan SO 09 3495 Os
y-imax 183 62 5 Os
y-ecD 51 97
y-50 117 79 1532 Os|
ch O 468 Cim'^2/l«iin
ySLBt O 71
Plot u-D^m O OO
u-max 200 OO
t—Min O OO
t-wax 3500 O
of TicksX
of T acksV
Rigaditg Ir
Mater table
5
4
lOO o
O 61 vn
2 OO ft
APPENDIX D
ANALYTICAL RESULTS FOR SOIL AND
GROUNDWATER GEOCHEMICAL SAMPLES
Porosity of Soil
Project Amencan West Analytical Laboratories
No M00754-003
Location
Date 12/9/2008
By NB
^IGES
© IGES 2008
Sa
m
p
l
e
In
f
o
Bormg No
Sa
m
p
l
e
In
f
o
Sample GP-22 GP-11 GP-24
Sa
m
p
l
e
In
f
o
Depth 4-6' 3-5' 2-4'
Um
t W
e
i
g
h
t D
a
t
a
Mass lar + moist soil (g' 278 02 306 80 32105
Um
t W
e
i
g
h
t D
a
t
a
Mass jar (g 117 63 118 04 11713
Um
t W
e
i
g
h
t D
a
t
a Moist soil, Ms (g' 16039 188 76 203 92
Um
t W
e
i
g
h
t D
a
t
a
Mass jar + water (g) 26636 245 79 245 11
Um
t W
e
i
g
h
t D
a
t
a
Water temperature ("C, 177 17 6 17 9
Um
t W
e
i
g
h
t D
a
t
a
Mass water (g) 148 73 127 75 127 98
Um
t W
e
i
g
h
t D
a
t
a
Dens of wat at T (g/cc) 0 998650 0 998650 0 998650
Um
t W
e
i
g
h
t D
a
t
a
Sample volume, V (cc) 148 93 12792 12815 Um
t W
e
i
g
h
t D
a
t
a
Dens soil (g/cc) 1077 1476 1591
Um
t W
e
i
g
h
t D
a
t
a
Dry dens soil (g/cc) 07435 1 1167 1 1716
Wet soil + tare (g) 78 03 73 97 85 77 -
1 5 Dry soil + tare (g) 6083 6146 69 01
o Q Tare (g) 22 47 22 53 22 22 o Q
Moisture content (%) 44 84 , 3213 35 82 _ 4
Specific gravity of solids, Gs 2 488 2 581 2 533 f
5 A
Volume of solids, Vs (cc) 69 00 6691 6604
Volume of water, Vw (cc) 76 98 55 49 59 92 1
Volume of voids, Vv (cc) 79 93 6101 6211
Volume of air, Va (cc) 2 95 5 52 219 -
Void ratio, e 1158 0 912 0940
Porosity, n 0 537 0477 0485
Total Soil Porosity, n (%) 53 67 47 69 4847 -
Water Porosity, (%) 5169 4338 4676
Air Porosity, n, (%) 198 4 31 171
Entered by ^
Reviewed ^ Z.VPROJECTS\M007M_AWAL\003\tPOIlj(ls]l
Porosity of Soil
Project: AWAL
No: M00754-002
Location:
Date: 10/6/2008
By: DS
#IGES
© IGES 2008
np
l
e
if
o
.
Boring No.
np
l
e
if
o
.
Sample: GP-17 GP-17 Sample: GP-17 GP-17
Depth: 5-7.5 15-17
Mass jar + moist soil (g) 309.160 320.670
Un
i
t W
e
i
g
h
t D
a
t
a
Mass jar (g) 118.190 117.170
Un
i
t W
e
i
g
h
t D
a
t
a Moist soil, Ms (g) 190.97 203.50
Un
i
t W
e
i
g
h
t D
a
t
a
Mass. jar + water (g) 239.48 261.65
Un
i
t W
e
i
g
h
t D
a
t
a
Water temperature (°C) 24.0 24.0
Un
i
t W
e
i
g
h
t D
a
t
a
Mass water (g) 121.29 144.48
Un
i
t W
e
i
g
h
t D
a
t
a
Dens, of wat. at T (g/cc) 0.997296 0.997296
Un
i
t W
e
i
g
h
t D
a
t
a
Sample volume, V (cc) 121.62 144.87 Un
i
t W
e
i
g
h
t D
a
t
a
Dens, soil (g/cc) 1.570 1.405
Un
i
t W
e
i
g
h
t D
a
t
a
Dry dens, soil (g/cc) 1.1801 0.8814
Mo
i
s
t
u
r
e
Da
t
a
Wet soil + tare (g) 339.80 354.97
Mo
i
s
t
u
r
e
Da
t
a
Dry soil + tare (g) 293.64 280.90
Mo
i
s
t
u
r
e
Da
t
a
Tare (g) 154.02 156.13 Mo
i
s
t
u
r
e
Da
t
a
Moisture content (%) 33.06 59.37
Specific gravity of solids, Gs 2.645 2.647
Volume of solids, Vs (cc) 61.23 56.34
Volume of water, Vw (cc) 53.54 88.53
Volume of voids, Vv (cc) 60.39 88.54
Volume of air, Va (cc) 6.85 0.01
Void ratio, e 0.986 1.572
Porosity, n 0.497 0.611
Total Soil Porosity, n (%) 49.66 61.11
Water Porosity, n„ (%) 44.02 61.11
Air Porosity, (%) 5.64 0.01
Entered by:
Reviewed: /^/^^ Z:\PROJECTS\M00754_AW AL\002\[POR.xls]l
Amencan West Analytical Laboratories
Client American West Analytical Laboratories
Address 463 W 3600 S
Salt Lake City, UT 84115
Project Name
P0# 86413
Cham of Custody
Contact Elona Hayward
Lab Sample Set #
Phone [phone]
Fax [phone]
Email elona(5iawal labs com
rebekah(fliawal-labs com
Page 1 of 1
QC Level
Turn Around Time
Standard
Sample ID Date Sampled Time # o
f C
o
n
t
a
m
e
r
s |

Sa
m
p
l
e M
a
t
r
i
x |

Po
r
o
s
i
t
y 1

1
Comments
GP 17 / 5 7 5' 9/17/2008 10 05 1 s X
GP 17 / 15 17 9/17/2008 13 05 1 s x
Please contact Rebekah Winkler at AWAL with questions [phone]
1
Appropriate Utah state certifications required
Samples fefC' " ' ^
1 ^ shipped or hahd delivered ^
S^L'AiHbient or Chilled? ^' A
3 Tfempcraturb ?
^4 Rcccivcd-firokcn/Leakihg
(Mproperly Sealed)
S Property Preserved
'6' ReceiVedWithm
Hold^ilg Times
CaCTipo Was \ "
"l Pr«s6ht on Outer Package
i2 " Unbroken on Outer jPackage
- y' - N NA
3| Prtseilt on Simple-.-'^ t;
4 Unbroktn-on Sample
Y -N- flA
Discrepancies fidtween Sample
Labels and COG Record?
Special Instructions Include project name and PO# on final report and Invoice Email results to both Elona and Rebekah
RelinqufshMby Signature Received/by SignafOre y Date ^, ^
Pnnt IfaJtte ^ Time -,
Relinquisned by Signature Date Received by Signature Date
Pnnt Ncune Time Pnnt Name Time
A INORGANIC ANALYSIS REPORT
Client Wasatch Environmental
Project ID Quality Linen / 1076-006A
Contact Rebecca Studenka
AMERICAN
WEST
ANALYTICAL
LABORATORIES
Lab Sample ID L87842-10
Field Sample ID GP-22 @ 4-6'
Collected 12/2/2008 11 00 00 AM
Received 12/2/2008
463 West 3600 South
Salt Lake City Utah
84115
Analytical Results Units
Date Method Reporting Analytical
Analyzed Used Limit Result
Density lb/ft' 12fl/lQO«5 20 00 AM 2710F 0 130
[phone]
Toll Free [phone]
Fax [phone]
mail awal@awal-labs com
KyleF Gross
Laboratory Director
Jose Rocha
QA Officer
ReportDate 12/10/2008 Page2of30
All analyses applicable to the CWA SDWA and RCRA are performed in accordance fo NELAC protocols Pertinent sampling intomnation is located on the attached COC Tliis report is
provided for the exclusive use of the addressee Privileges of subsequent use of the name of this company or any member of its staff or reproduction of this report in connection with
the advertisement promotion or sale of any product or process or in connection with the re-publication of this report for arty purpose other than for the addressee wili be granted only
on contact This company accepts no responsibility except for the due petformanca of Inspection and/or analysis In good faith and according to the rules of the trade and of science
A
AMERICAN
WEST
ANALYTICAL
LABORATORIES
INORGANIC ANALYSIS REPORT
Client Wasatch Environmental
Project ID Quahty Linen / 1076-006A
Lab Sample ID L87842-11
Field Sample ID GP-11 @ 3-5'
Collected 12/2/2008 1 00 00 PM
Received 12/2/2008
Contact Rebecca Studenka
Analytical Results Units
Date
Analyzed
Method Reportmg Analytical
Used Limit Result
463 West 3600 South
Salt Lake City, Utah
84115
Density Ib/fP ll/imOOt 3 20 00 AM 2710F 0 120
[phone]
Toll Free [phone]
Fax [phone]
lail awal@awal-Iabs com
KyleF Gross
Laboratory Director
Jose Rocha
QA Officer
ReportDate 12/10/2008 Page3 of30
All analyses applicable to the CWA SDWA and RCRA are performed in accordance to NELAC protocols Pertinent sampling information Is located on the attached COC This report is
provided for the exclusive use of the addressee PnvHeges of subsequent use of the name of this company or any member of its staff or leproduction of this report in connecbon vnth
the advertisement promodDn or sale of any praduct or process or in connection with the re-pubfication of this report for any purpose other than for the addressee will be granted only
on contact This company accepts no responsibifity except for the due perfbrmanca of inspection and/or analysis In good ftiilh and accortflng to the rules of the trade and of science
A INORGANIC ANALYSIS REPORT
Client Wasatch Environmental
Project ID Quality Linen / 1076-006A
Contact Rebecca Studenka
AMERICAN
WEST
ANALYTICAL
LABORATORIES
Lab Sample ID L87842-12
Field Sample ID GP-24 @ 2-4'
Collected 12/2/2008 4 20 00 PM
Received 12/2/2008
463 West 3600 South
Salt Lake City, Utah
84115
AnalyticsA Results Units
Date Method Reporting Analytical
Analyzed Used Limit Result
Density lb/ft' 120/2008 5JO0OAM 2710F 0 96
[phone]
ToU Free [phone]
Fax [phone]
•-mail awal@awal-labs com
KyleF Gross
Laboratory Director
Jose Rocha
QA Officer
ReportDate 12/10/2008 Pago 4 of 30
AH analyses applicable to the CWA SDW/\, and RCRA are performed in accordance to NEIAC protocols Pertinent sampling Information is located on the attached COC This report is
provided for the exclusive use of the addressee Pnvileges of subsequent use of the name of this company or any member of Its staff or reproduction of this report in connection with
the advertisement pnmotion or sale of any product or process or in connection with the re-publication of this report for any puipose other than (or the addressee will be granted only
on contact This company accepts no responsiblTity except for the due perfonnance of inspection and/or analysis in good faith and according to the rules of the trade and of science
Paragon Analytics
INORGANICS CASE NARRATIVE
American West Analytical Labs
Order Number - 0809189
1 This report consists of 1 soil sample
2 The sample was received mtact on 09/23/08 The temperature of the sample upon
receipt was 7 8° Celsius
3 Total orgamc carbon (TOC) was determmed m the samples usmg the Walkley-
Black method This method was pubhshed as Method 90-3 m Monograph No 9,
Methods of Soil Analysis, Part 2 by the American Society of Agronomy m 1965
4 The sample was prepared for analysis based on ASA-9
5 The sample was analyzed foUowmg ASA-9 procedures for the followmg method
Analyte Method SOP #
TOC ASA-9-90 3 1117 Rev 3
6 All standards and solutions were used withm their recommended shelf life
7 The sample was prepared and analyzed withm the established hold time for this
analysis
All m house quality control procedures were followed, as described below
8 General quality control procedures
• A preparation (method) blank and laboratory control sample (LCS) were
prepared and analyzed with the samples m this preparation batch There were
not more than 20 samples in this preparation batch
• The method blank associated with this batch was below the reporting limit for
the requested analyte This mdicates that no contammants were mtroduced to
the samples durmg preparation and analysis
• The LCS was withm the acceptance limits for this analysis
9 Matnx specific quality control procedures
Per method requirements, matrix QC was performed for this analysis Smce a
sample firom this order number was not the selected quahty control (QC) sample,
matrix specific QC results are not mcluded m this report
10 A reduced ahquot was taken of the sample for the TOC analysis Reportmg limits
were elevated accordingly
The data contained m the followmg report have been reviewed and approved by the
personnel listed below In addition. Paragon Analytics certrfies that the analyses reported
herem are true, complete and correct within the limits ofthe methods encployed.
IfhMn Omo^ }oh lo?:
Megan Johnson ' Date' '
Inorgamcs Primary Data Reviewer
jo -1/ o 9
Inorgamcs Final Data Reviewer Date'
Inorganic Data Reporting Quahfiers
The followmg qualifiers are used by the laboratory when reportmg results of morganic
analyses
• Concentration qualifier — If the analyte was analyzed for but not detected a "U" is
entered
• QC quahfier ~ Specified entnes and their meanmgs are as follows
N - Spiked sample recovery not withm control limits
* - Duplicate analysis (relative percent difference) not withm control limits
Z - Calibration spike recovery not withm control limits
Paragon Analytics
Sample Number(s) Cross-Reference Table
Paragon OrderNum 0809189
Client Name American West Analytical Labs
Client Project Name
Client Project Number
Client PO Number 86378
Client Sample
Number
Lab Sample
Number
COC Number Matrix Date
Collected
Time
Collected
GP-12 @ 6 5-7 0809189-1 SOIL 16-Sep-08 9 45
Page 1 of 1 Paragon Analytics
LIMS Version 6197A
Date Printed Monday October 06 2008
American West Analytical Laboratories
Client
Address
Project Name
P0#
American West Analytical Laboratories
463 W 3600 S
Salt Lake City, UT 84115
86378
Chain of Custody
Contact Elona Hayward
Phone [phone]
Fax [phone]
Email elona@awal labs com
rebekah@.awal labs com
Lab Sample Set # -^SO^ {-1 CT 9 JiS^ 0 7
Page 1 of 1
6>^
Sample ID
GP-12 @ 6 5-7'
Date Sampled
9/16/2008
Time
9 45
Comments
QC Level
Turn Around Time
Standard
Samples Were
1 Shipped or hand delivered
2 Ambient or Chilled
3 Temperature
4 Received Qroken/Leakmg
(Imptaperly Sealed)
Y N
5 Properly Preserved
Y N
6 Received Within
Holding Times
Y N
Please contact Rebekah Wmkler at AWAL with questions [phone]
COC Tape Was
1 Present on Outer Package
Y N NA
2 Unbroken on Outer Package
Y N NA
3 Present 01 Sample
Y N NA
4 Unbroken on Sample
Y N NA
Samples sent to Paragon Analytics, Inc
Appropriate Utah state certifications required
I
Discrepancies Between Sample
Labels and COC Record?
Y N
SpectoZ JnstrMcttons Include project name and PO# on fmal report Email results to both Elona and Rebekah
Relifqiiished by .Sionalurelfl
Pnht Tiame
>^ 0?
Pnnt Name 0 . .
Relinquished by Stgnature Date
Pnnt Name Time
Received by Signature Date
Pnnt Name Time
Client ([^ U)£^-t'
Project Manager
CONDITJON OF SAMPLE UPON RECEIPT FORM Paragon Analytics
WorkorderNo^"^Q^tS] nQ- 0<il)^\^(^
Initials (^x Date ^ -J;^ -d T
1 Does this project require any special handling in addition to standard Paragon procedures'' YES (go)
2 Are custody seals on shipping containers intact*^ NONE NO
^ Are Custody seals on sample containers intact*' (^NE) YES NO
4 Is there a COC (Chain-of-Custody) present or other representative documents'' NO
5 Are the COC and bottle labels complete and legible'' (JE^ NO
' Is the COC m agreement with samples received'' (IDs dates, times no of samples, no
of containers, matnx, requested analyses etc ) (^ES) NO
7 Wei e airbills / shipping documents present and/or removable'' ' DROP OFF (YE^) NO
8 Are all aqueous samples requiring preservation preserved correctlj ' (exciudmg voianies) <1^/A) YES NO
9 Are all aqueous non-preserved samples pH 4-9'' <^/A) YES NO
•0 Is there sufiicient sample for the requested analyses'' NO
11 Were all samples placed in the proper containers for the requested analyses'' 1 NO
12 Are all samples withm holding times for the requested analyses'' (JE| NO
13 Were all sample containers received intacf (not broken or leaking, etc ) (YE§) NO
14 Are all samples requiring no headspace (VOC, GRO, RSK/MEE, Rx CN/S, radon)
headspace free'' Size of bubble < green pea > green pea
i
YES NO
Do perchlorate LCMS-MS samples have headspace'' (at least 1/3 of container required) (@ , YES NO
16 Were samples checked for and free from the presence of residual chlorine''
(Applicable when PM has indicated samples are from a chlorinated water source note if field preservation
with sodium thiosulfate was not observed )
YES
1
NO
17 Were the samples shipped on ice'' <JE§^ NO
18 Were cooler temperatures measured at 0 1-6 0°C'' IR gun used* #2 (#4) RAD
ONLY YES
1
DOT
Survey/
Acceptance
Information
Cooler #
Temperature (°C) _i
No of custody seals on cooler )
External jiR/hr reading
Background |iR/hr reading J_L
Were external )iR/hr reading.s S two times background and wilhm DOT acceptance criteria'' (YES)
J- nil m/..
NO / NA (If no see Form 008 )
Additional Information PROVIDE DETAILS BELOW FOR A NO RESPONSE TO ANY QUESTION ABOVE EXCEPT; #yl AND # 1 (
If applicable was the client contacted'' YES / NO Contact
Project Manager Signature / Date
•IRGun#2 Oakton SN 29922300201 0066 >****IRGun#4 Oakton SN 2372220101 0002
Date/Time
Form 201 r21 xls (7/30/08) Page 1 of J
{Ji'b internet bmpping &mpment i^aoei rage i oi i
UPS Internet Shipping View/Print Label
1 Print the labei(s) Select the Print button on the pnnt dialog box that appears Note If
your browser does not support this function select Print from the File menu to print the label
2 Fold the printed label at the dotted line Place the label in a UPS Shipping Pouch If you
do not have a pouch, affix the folded label using clear plastic shipping tape over the entire
label
3 GETTING YOUR SHIPMENT TO UPS
Customers without a Daily Pickup
Schedule a same day or future day Pickup to have a UPS driver pickup all of your Internet
Shipping packages
Hand the package to any UPS driver in your area
Take your package to any location of The UPS Store®, UPS Drop Box, UPS Customer
Center, UPS Alliances (Office Depot® or Staples®) or Authorized Shipping Outlet near
you Items sent via UPS Return Services^" (including via Ground) are accepted at Drop
Boxes
To find the location nearest you, please visit the 'Find Locations Quick link at ups com
Customers with a Daily Pickup
Your driver will pickup your shipment(s) as usual
•^OLD HERE
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Total Organic Carbon (Walkley Black Method)
Method ASA-9 90-3
Sample Results
Lab Name Paragon Analytics
Work Order Number 0809189
Client Name Amencan West Analytical Labs
ClientProject ID
Field ID GP 12 @ 6 5 7
LabJD 0809189 1
Sample Matrix SOIL
% Moisture 29 4
Date Collected 16 Sep 08
Date Extracted 29 Sep 08
Date Analyzed 30 Sep 08
Prep Method NONE
Prep Batch WB080929 1
QCBatchID WB080929-1 1
Run ID tc080930 la
Cleanup NONE
Basis Dry Weight
File Name
Sample Aliquot 513g
Final Volume 249 7 ml
Result Units MG/KG
Clean DF 1
CASNO Target Analyte Dilution Result Reporting Result EPA
Factor Limit Qualifier Qualifier
10 35-5 TOO 1 4400 690
Data Package ID tc0809189-1
Date Printed Monday October 06 2008 Paragon Analytics
LIMS Version 6 197A
Page 1 of 1
Total Organic Carbon (Walkley Black Method)
Method ASA-9 90-3
Method Blank
Lab Name Paragon Analytics
Work Order Number 0809189
Client Name Amencan West Analytical Labs
ClientProject ID
UblD. WB080923-1MB Sample Matrix SOIL
% Moisture N/A
Date Collected N/A
Date Extracted 29 Sep 08
Date Analyzed 30 Sep 08
Prep Method NONE
Prep Batch WB080929 1
QCBatchID WB080929 1 1
Run ID tc080930 la
Cleanup NONE
Basis N/A
File Name
Sample Aliquot 10 g
Final Volume 255 5 ml
Result Units MG/KG
Clean DF 1
CASNO Target Analyte DF Result Reporting Result EPA
Limit Qualifier Qualifier
10 35 5 TOG 1 250 250 U
Data Package ID tc0809189-1
Date Printed Monday October 06 2008 Paragon Analytics
LIMS Version 6 197A
1 of 1
Total Organic Carbon (Walkley Black Method)
Method ASA-9 90-3
Laboratory Control Sample
Lab Name Paragon Analytics
Work Order Number 0809189
Client Name Amencan West Analytical Labs
ClientProject ID
Lab JD-^ WB080929 1LCS Sample Matrix SOIL
'/.Moisture N/A
Date Collected N/A
Date Extracted 09/29/2008
Date Analyzed 09/30/2008
Prep Method NONE
Prep Batch WB080929-1
QCBatchID WB080929 1 1
Run ID tc080930 la
Cleanup NONE
Basis N/A
File Name
Sample Aliquot 10 g
Final Volume 256 ml
Result Units MG/KG
Clean DF 1
CASNO Target Analyte Spike
Added
LCS
Result
Reporting
Limit
Result
Qualifier
LCS %
Rec
Control
Limits
10-35-5 TOO 1000 982 250 98 70 110%
Data Package ID tc0809189-1
Date Printed Monday October 06 2008 Paragon Analytics
LIMS Version 6197A
Page 1 of 1
10
Paragon Analytics
INORGANICS CASE NARRATIVE
American West Analytical Labs
Quality Linen-- 1026-006A
Order Number - 0809170
1 This report consists of 1 soil sample
2 The sample was received mtact on 09/23/08 The temperature ofthe sample upon
receipt was 7 8° Celsius
3 Total orgamc carbon (TOC) was determined m the samples usmg the Walkley-
Black method This method was pubhshed as Method 90-3 m Monograph No 9,
Methods of Soil Analysis, Part 2 by the American Society of Agronomy m 1965
4 The sample was prepared for analysis based on ASA-9
5 The sample was analyzed followmg ASA-9 procedures for the followmg method
Analvte Method SOP #
TOC AS A-9-90 3 1117 Rev 3
6 All standards and solutions were used within their recommended shelf life
7 The sample was prepared and analyzed withm the estabhshed hold time for this
analysis
All m house quahty control procedures were followed, as described below
8 General quahty control procedures
• A preparation (method) blank and laboratory control sample (LCS) were
prepared and analyzed with the samples m this preparation batch There were
not more than 20 samples m this preparation batch
• The method blank associated with this batch was below the reportmg hmit for
the requested analyte This mdicates that no contammants were mtroduced to
the samples durmg preparation and analysis
• The LCS was within the acceptance limits for this analysis
9 Matrix specific quahty control procedures
Sample 0809170-1 was designated as the quahty control sample for this analysis
Similarity of matrix and therefore relevance of the QC results should not be
automatically mferred for any sample other than the native sample selected for
QC
• A sample duplicate was prepared and analyzed with this batch All guidance
criteria for precision were met
The data contained m the following report have been reviewed and approved by the
personnel listed below In addition, Paragon Analytics certifies that the analyses reported
herem are true, complete and correct withm the limits of the methods employed
v4egan /ohnson '
OA \oh\o%
Megan Johnson Date
Inorganics Primary Data Reviewer
Inorganics Fmal Data Reviewer Date
Inorganic Data Reporting Quahfiers
The followmg quahfiers are used by the laboratory when reportmg results of morgamc
analyses
Concentration quahfier — If the analyte was analyzed for but not detected a "U" is
entered
QC qualifier ~ Specified entnes and their meanmgs are as follows
N - Spiked sample recovery not withm control himts
* - Duphcate analysis (relative percent difference) not withm control limits
Z - Cahbration spike recovery not withm control hmits
Paragon Analytics
Sample Number(s) Cross-Reference Table
Paragon OrderNum 0809170
Client Name American West Analytical Labs
Client Project Name Quality Linen
Client Project Number 1026-006A
Client PO Number 86446
Client Sample
Number
Lab Sample
Number
COC Number Matrix Date
Collected
Time
Collected
GP12@ 15-17 5 0809170-1 SOIL 18-Sep-08 9 00
1 of 1 Paragon Analytics
LIMS Version 6 197A
Date Printed Monday October 06 2008
American West Analytical Laboratories
Client Amencan West Analytical Laboratories
Address 463 W 3600 S
Salt Lake City UT 84115
Project Name Quality Linen / 1026 006A
P0# S6446
Chain of Custody
Contact Elona Hayward
Phone
Fax
Email
Lab Sample Set # QtQ^ H/)
Page 1 of 1
[phone]
[phone]
elona@awal-labs com
rebekah(a!awal labs com
QC Level
Turn Around Time
Standard
CP'
Sample ID
GP12 @ 15 17 5
Date Sampled
9/18/2008
Time
9 00
Comments
Samples Were
1 Shipped or band ddivered
2 Ambient or Chilled
3 Temperature
4 Ritcejved Brokert/teakihg
(Improperly Sealed)
Y N
5 Properly Preserved
Y N
6 Received Withm
Holding Times
y jv
Please contact Reoekah Wmkler at AWAL with questions [phone]
COC Tape Was
1 Present on Outer P^ckace
Y N KA
2 Unbroken on Outer t^dtage
Y N NA
3 Present on Sample
Y N NA
4 Unbroken an Ssunple
Y N NA
Samples sent to Paragon Analytics, Inc
Appropriate Utah state certifications required
Discrepancies Between Satnple
Labels and COC Record?
Y N
tn
Special Instructions Include project name and P0# on final report Email results to both Elona and Rebekah
Re^q^^ed by SignaturejO^
.ece^b^.^^^ Date - ^
PnntyKmmc tl Time _
Relinquished by Signature Date
Pnnl Name Time
Received bj Signature Date
Pnnr Name Tine
CONDITION OF SAMPLE UPON RECEIPT FORM Paragon Analytics
Ghent An/\ VS&.S^r Workorder No QTb'^l 0
Initials Project Manager "x^r 3e Date ^'-^3,-l> ?
1 Does this project require any special handling m addition to standard Paragon procedures'' YES
2 Are custody seals on shipping containers mtact? NONE NO
3 Are Custody seals on sample containers mtact*? YES NO
4 Is there a COC (Chain-of-Custody) present or othei representative documents'^ (YES) NO
5 Are the COC and bottle labels complete and legible*? NO
6 Is the COC in agreement witli samples received*? (IDs dates, times, no of samples, no
of containers, matnx, requested analyses, etc) (@ NO
7 Weie airbills / shipping documents present and/or removable*? 'DROPOFF NO
8 Are all aqueous samples requiring preservation preserved correctly'' (excluding volatiles) YES NO
9 Are all aqueous non-preserved samples pH 4-9*? :<® YES NO
10 Is there sufficient sample for the requested analyses*? 1 NO
II Were all samples placed m the proper containers for the requested analyses'? 1 (§§) NO
P Are all samples withm holding times foi the requested analyses'? 1 <fE^ NO
b Were all sample contamers received intact*? (not broken or leakmg, etc ) @ NO
14 Are all samples requinng no headspace (VOC, GRO, RSK/MEE, Rx CN/S, radon)
headspace free*? Size of bubble < green pea > green pea ' (N^ YES NO
15 Do perchlorate LCMS-MS samples have headspace*? (at least 1/3 of container required) '<^; YES NO
16 Were samples checked for and free from the presence of residual chlorine''
(Applicable when PM has indicated samples are from a chlorinated water source note if field preservation
with sodium thiosulfate was not observed ) I
YES NO
17 Were the samples shipped on ice*? NO
18 Were cooler temperatures measured at 0 1-6 O^C*? m gun used* #2 C^Aj RAD 1
ONLY vYES
i
DOT
Survftyr
Acceptance
Information
Cooler #
Temperature(°C) H .^^
No of custody seals on cooler t
External nR/hr reading \ \
Background |iR/hrreading \\
Wete external nR/hr readings ^ two times background and within DOT acceptance cntena'' ^^Es) NO / NA (If no see Form OPS )
Additional Information PROVIDE DETAILS BELOW FOR A NO RESPONSE TO ANY QUESTION ABOVE E>;CEPT#1 AND#)6 ,
If applicable was the client contacted"' YES / NO^A^ontact
Project Manager Signature / Date
*mGun#2 Oaklon SN 29922j.0020)-0066 ^RGunU Oakton SN 2372220)01 0002
Date/Time
Form 201 r21 xls (7/30/08)
Page 1 of
UPS Internet Shipping Shipment Label Page 1 of]
UPS Internet Shipping View/Print Label
1 Print the label(s) Select the Print button on the print dialog box that appears Note If
your browser does not support this function select Print from the File menu to print the label
2 Fold the printed label at the dotted line Place the label m a UPS Shipping Pouch If you
do not have a pouch, affix the folded label using clear plastic shipping tape over the entire
label
3 GETTING YOUR SHIPMENT TO UPS
Customers without a Daily Pickup
Schedule a same day or future day Pickup to have a UPS driver pickup all of your Internet
Shipping packages
Hand the package to any UPS driver in your area
Take your package to any location of The UPS Store®, UPS Drop Box, UPS Customer
Center, UPS Alliances (Office Depot® or Staples®) or Authorized Shipping Outlet near
you Items sent via UPS Return Services^'^ (including via Ground) are accepted at Drop
Boxes
To find the location nearest you, please visit the 'Find Locations' Quick link at ups com
Customers with a Daily Pickup
Your driver will pickup your shipment(s) as usual
••OLD HERE
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https //www ups comyuis/create'>ActionOnginPair=pnnt ^UISReceipt&POPUP_LEVEL 9/22/2008
Total Organic Carbon (Walkley Black Method)
Method ASA-9 90-3
Sample Results
Lab Name Paragon Analytics
Work Order Number 0809170
Client Name Amencan West Analytical Labs
ClientProject ID Quality Unen 1026-006A
Field ID GP12@15 17 5
Lab ID 0809170 1
Sample Matrix SOIL
% Moisture 26 8
Date Collected 18-Sep 08
Date Extracted 29-Sep 08
Date Analyzed 30-Sep-08
Prep Method NONE
Prep Batch WB08092g 1
QCBatchID WB080929 1 1
Run ID tc080g30 la
Cleanup NONE
Basis Dry Weight
File Name
Sample Aliquot 10 04 g
Final Volume 254 7 ml
Result Units MG/KG
Clean DF 1
CASNO Target Analyte Dilution Result Reporting Result EPA
Factor Limit Qualifier Qualifier
10 35-5 TOC 1 1300 340
Data Package ID tc0809170-1
Date Printed Monday October 06 2008 Paragon Analytics
LIMS Version 6 197A
Page 1 of 1
Total Organic Carbon (Walkley Black Method)
Method ASA-9 90-3
Method Blank
Lab Name Paragon Analytics
Work Order Number 0809170
Client Name Amencan West Analytical Labs
ClientProject ID Quality Linen 1026 006A
Lab ID WB080929 1MB Sample Matrix SOIL
% Moisture N/A
Date Collected N/A
Date Extracted 29-Sep 08
Date Analyzed 30-Sep-08
Prep Method NONE
Prep Batch WB080929-1
QCBatchID WB080g29^1 1
Run ID tc080930 la
Cleanup NONE
Basis N/A
File Name
Sample Aliquot 10 g
Final Volume 255 5 ml
Result Units MG/KG
Clean DF 1
CASNO Target Analyte DF Result Reporting Result EPA
Limit Qualifier Qualifier
10-35-5 TOC 1 250 250 u
Data Package ID tc0809170-1
Date Printed Monday October 06 2008 Paragon Analytics
UMS Version 6 197A
Page 1 of 1
Total Organic Carbon (Walkley Black Method)
Method ASA-9 90-3
Laboratory Control Sample
Lab Name Paragon Analytics
Work Order Number 0809170
Client Name Amencan West Analytical Labs
ClientProject ID Quality Linen 1026 006A
Lab ID WB080929-1LCS Sample Matnx SOIL
% Moisture N/A
Date Collected N/A
Date Extracted 09/29/2008
Date Analyzed 09/30/2008
Prep Method NONE
Prep Batch W 6080929 1
QCBatchID WB080929 1 1
Run ID tc080930 la
Cleanup NONE
Basis N/A
File Name
Sample Aliquot 10 g
Final Volume 256 ml
Result Units MG/KG
Clean DF 1
CASNO Target Analyte Spike
Added
LCS
Result
Reporting
Limit
Result
Qualifier
LCS %
Rec
Control
Limits
10 35-5 TOC 1000 982 250 98 70 110%
Data Package ID tc0809170-1
Date Printed Monday October 06 2008 Paragon Analytics
LIMS Version 6 197A
Page 1 of 1
10
Total Organic Carbon (Walkley Black Method)
Method ASA-9 90-3
Duplicate Sample Results
Lab Name Paragon Analytics
Work Order Number 0809170
Client Name Amencan West Analytical Labs
ClientProject ID Quality Linen 1026-006A
Field ID GP12@15 17 5
Lab ID 0809170 1D
Sample Matnx SOIL
% Moisture 26 8
Date Collected 09/18/2008
Date Extracted 09/29/2008
Date Analyzed 09/30/2008
Prep Batch WB080929 1
QCBatchID WB080929 1 1
Run ID tc080930 la
Cleanup NONE
Basis Dry Weight
File Name
Sample Aliquot 10 03 g
Final Volume 255 2 ml
Result Units MG/KG
Clean DF 1
CASNO Target Analyte Sample
Result
Samp
Qual
Duplicate
Result
Dup
Qual
Reporting
Limit
Dilution
Factor
RPD RPD
Limit
10 35 5 TOC 1300 1500 340 1 15 30
Data Package ID tc0809170-1
Data Printed Monday October 06 2006 Paragon Analytics
LIMS Version 6 197A
Page 1 of 1
11
Paragon Analytics
INORGANICS CASE NARRATIVE
American West Analytical Labs
Order Number - 0809190
1 This report consists of 2 soil samples
2 The samples were received mtact on 09/23/08 The temperature ofthe samples
upon receipt was 7 8° Celsius
3 Total orgamc carbon (TOC) was determmed m the samples usmg the Walkley-
Black method This method was pubhshed as Method 90-3 m Monograph No 9,
Methods of Soil Analysis, Part 2 by the Amencan Society of Agronomy m 1965
4 The samples were prepared for analysis based on ASA-9
5 The samples were analyzed followmg ASA-9 procedures for the foUowmg
method
Analvte Method SOP #
TOC AS A-9-90 3 1117 Rev 3
6 All standards and solutions were used withm their recommended shelf life
7 The samples were prepared and analyzed withm the estabhshed hold time for this
analysis
All m house quality control procedures were followed, as described below
8 General quality control procedures
• A preparation (method) blank and laboratory control sample (LCS) were
prepared and analyzed with the samples m this preparation batch There were
not more than 20 samples m this preparation batch
• The method blank associated with this batch was below the reportmg limit for
the requested analyte This mdicates that no contammants were mtroduced to
the samples durmg preparation and analysis
• The LCS was withm the acceptance hmits for this analysis
9 Matrix specific quality control procedures
Per method requirements, matnx QC was performed for this analysis Smce a
sample from this order number was not the selected quahty control (QC) sample,
matrix specific QC results are not mcluded m this report
10 Reduced ahquots were taken of the samples for the TOC analysis Reportmg
limits were elevated accordmgly
The data contamed m the followmg report have been reviewed and approved by the
personnel listed below In addition. Paragon Analytics certifies that the analyses reported
herem are true, complete and correct withm the hmits ofthe methods enployed
hiJ^aiA Q^/)^ 101110%
Megan Johnson ' Date '
Inorgamcs Primary Data Reviewer
Inorgamcs FmaTData Reviewer Date
Inorganic Data Reporting Qualifiers
The followmg quahfiers are used by the laboratory when reportmg results of morgamc
analyses
• Concentration qualifier ~ If the analyte was analyzed for but not detected a "U" is
entered
• QC qualifier — Specified entnes and their meanmgs are as follows
N - Spiked sample recovery not withm control hmits
* - Duphcate analysis (relative percent difference) not withm control limits
Z - Cahbration spike recovery not withm control limits
Paragon Analytics
Sample Number(s) Cross-Reference Table
Paragon OrderNum
Client Name
Client Project Name
Client Project Number
Client PO Number 86413
0809190
American West Analytical Labs
Client Sample Lab Sample COC Number Matrix Date Time
Number Number Collected Collected
GP-17 5-7 5 0809190-1 SOIL 17-Sep-08 10 05
GP-17 15 17 0809190-2 SOIL 17-Sep-08 13 05
Page 1 of 1 Paragon Analytics
LIMS Version 6 197A
Date Printed Monday October 06 2008
American West Analytical Laboratones Cham of Custody Lab Sample Set # -Q^^ I "7^ cr ^ Jf -<5 T
Client
Address
Project Name
PO#
Amencan West Analjrtical Laboratories
463 W 3600 S
Salt Lake City UT 84115
86413
Contact Elona Hayward
Phone [phone]
Fax [phone]
Email elona@awal-labs com
rebekahfSiawal-labs com
Page 1 of 1
QC Level
Turn Around Time
Standard
(5
Sample ID
GP 17 5 7 5
GP 17 15 17
Date Sampled
9/17/2008
9/17/2008
Time
10 05
13 05
Comments
Please contact Rebekah Winkler at AWAL with questions [phone]
Samples sent to Paragon Analytics Inc
Appropriate Utah state certifications required
I
Samplers AVere
1 Shipped or hand delivered
2, Ambloht or ClilUed
3 Tempehilure
4 Received Braken^Leaking
(Ipiproperly Sealed)
V ; N
5 Properly Preserved
V N
6 Received Within
Holdiii^ Tunes
y M
COC Tape Was
1 Present on Outer Package
Y N NA
2 Unbrokeil on Outer Package
1- N NA
3 Preaeht on Sample
Y N NA
4 tlnbroken on Sample
Y N NA
Discrepancies Between Sample
Labels and COC Record?
Y K
Special Instructions Include project name and PO# on final report Email results to both Elona and Rebekah
Ul
ReliittllBhed by Signature j/l
Pnnt-flame "TO"^ Time f '
RecenSdJjv Signarurc ^ « Date _
Pnntlfnme., J . ^
Relinquished bv Signature Date
Pnnt Name Time
Received bv Signature Dale
Pnnl Name Time
CONDITIOM OF SAMPLE UPON RECEIPT FORM Paragon Analytics
Client A-^^v UcSf Workorder No 0^/)'^ f^D
Project Manager '^^^ Initials CT Date J- ^ f
1 Does this project require any special handling in addition to standard Paragon procedures'' YES (NO)
2 Are custody seals on shipping containers intacf^ NONE' (YE§) NO
' Are Custody seals on sample containers intact*? (fJoNg/^ YES NO
'f Is there a COC (Chain-of-Custody) present or other i epresentative documents'? ^ESj* NO
5 Are the COC and bottle labels complete and legible"? NO
<> Is the COC IB agreement with samples received'^ (IDs dates times no of samples no
of contamers, matrix, requested analyses, etc ) NO
7 Were airbills / shipping documents present and/or removable"? 'DROPOFF ^ES) NO
8 Are all aqueous samples requiring preservation preserved correct^ (excluding volatiles) YES NO
9 Are all aqueous non-preserved samples pH 4-9"? YES NO
'0 Is there sufficient sample for the requested analyses'? NO
11 Were all samples placed m the proper containers for the requested analyses'? 1
1
NO
12 Are all samples within holding times for the requested analyses'? NO
'3 Were all sample containers received intact"? (not broken or leaking, etc ) 1 NO
14 Are all samples requinng no headspace (VOC, GRO, RSK/MEE, Rx CN/S, radon)
headspace free'? Size of bubble < green pea > green pea YES NO
Do perchlorate LCMS-MS samples have headspace'? (at least 1/3 of container required) 1 YES NO
16 Were samples checked for and free from the presence of residual chlorine'^
(Applicable when PM has indicated samples arc from a chlorinated water source note if field preservation
with sodium thiosulfate was not observed )
YES
1
"NO
17 Were the samples shipped on ice*? @) ' NO
18 Were cooler temperatures measured at 0 1-6 ©"C"? m gun used* #2 C#4~) RAD 1
ONLY YES (NO)
DOT
Survey/
Acceptance
Information
Cooler #
Temperature {°C)
No of custody seals on cooler
External (oR/hr reading
Background nR/hr reading AL
Were external )iR/hr readings S two Umes background and withm DOT acceptance criteria' •<CYES)' 1/ NO / NA (If no see Form 008)
Additional Information PROVIDE DETAILS BELOW FOR A NO R£SPONSE TO ANY QUESTION ABOVE EXCEPT «I ff\6
If applicable was the client contacted'? YES / NO {NA) Contact
Project Manager Signature / Date
*fRGun(¥2 Oakton SN 29922500201 0066 \U Oakton SN2372220101 0002
Date/Time
Form 201 r21 xls (7/30/08) Page 1 of.
urh internet bmpping smpmeni i^aoei ji-dge 1 or 1
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1 Print the labei(s) Select the Print button on the print dialog box that appears Note If
your browser does not support this function select Print from the File menu to print the label
2 Fold the printed label at the dotted line Place the label in a UPS Shipping Pouch If you
do not have a pouch affix the folded label using clear plastic shipping tape over the entire
label
3 GETTING YOUR SHIPMENT TO UPS
Customers without a Daily Pickup
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Hand the package to any UPS driver in your area
Take your package to any location of The UPS Store®, UPS Drop Box, UPS Customer
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TOC
Method ASA-9 90-3
Sample Results
Lab Name Paragon Analytics
Client Name Amencan West /Analytical Labs
Client Project ID
Work Order Number 0809190
Reporti ng Basis Dry W eight
Prep Method NONE
Final Volume 247 7 mi
Matrix SOIL
Result Units MG/KG
Date Date Date Percent Dilution Reporting
Flag
Sample
Client Sample ID Lab ID Collected Prepared Analyzed Moisture Factor Result Limit Flag Aliquot
GP 17 5-7 5 0809190 1 09/17/2008 09/29/2008 09/30/2008 22 33 1 7800 1500 212g
GP 17 15 17 0809190 2 09/17/2008 09/29/2008 09/30/2008 41 52 1 7300 1900 2 23g
Comments
1 ND or U = Not Detected at or above the client requested detecton limit
Data Package ID tc0809190-1
Date Printed Monday October 06 2008 Paragon Analytics
LIMS Version 6 197A
Page 1 of 1
Total Organic Carbon (Walkley Black Method)
Method ASA-9 90-3
Method Blank
Lab Name Paragon Analytics
Work Order Number 0809190
Client Name Amencan West Analytical Labs
ClientProject ID
Lab ID WB080929 1MB Sample Matnx SOIL
% Moisture N/A
Date Collected N/A
Date Extracted 29-Sep-08
Date Analyzed 30-Sep-08
Prep Method NONE
Prep Batch WB080g29-1
QCBatchID WB080929-1 1
Run ID tc080930 1a
Cleanup NONE
Basis N/A
File Name
Sample Aliquot 10 g
Final Volume 255 5 ml
Result Units MG/KG
Clean DF 1
CASNO Target Analyte DF Result Reporting Result EPA
Limit Qualifier Qualifier
10 35 5 TOO 1 250 250 u
Data Package ID tc0809190-1
Date Printed Monday October 06 2008 Paragon Analytics
LIMS Version 6 197A
Page 1 of 1
Total Organic Carbon (Walkley Black Method)
Method ASA-9 90-3
Laboratory Control Sample
Lab Name Paragon Analytics
Work Order Number 0809190
Client Name Amencan West Analytical Labs
ClientProject ID
Lab ID WB080929 1LCS Sample Matrix SOIL
% Moisture N/A
Date Collected N/A
Date Extracted 09/29/2008
Date Analyzed 09/30/2008
Prep Method NONE
Prep Batch W 6080929 1
QCBatchID WB080929 1 1
Run ID tc080930 1a
Cleanup NONE
Basis N/A
File Name
Sample Aliquot 10 g
Final Volume 256 ml
Result Units MG/KG
Clean DF 1
CASNO Target Analyte Spike
Added
LCS
Result
Reporting
Limit
Result
Qualifier
LCS %
Rec
Control
Limits
10-35 5 TOC 1000 982 250 98 70 110%
Data Package ID tc0809190-1
Date Printed Monday October 06 2008 Paragon Analytics
LIMS Version 6 197A
Page 1 of 1
10
A
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
March 05, 2009
Becca Gustin
Wasatch Environmental
2410 West California Avenue
Salt Lalce City, UT 84104
TEL [phone]
FAX [phone]
RE Quality Linen / 1076-006A
Dear Becca Gustin
Lab Set ID L89134
[phone]
roll Free [phone]
Fax [phone]
ill awal@awal-labs com
\
KyleF Gross
Laboratory Director
American West Analytical Labs received 1 sample on 2/27/2009 for the analyses presented in the
following report
All analyses were performed in accordance to National Environmental Laboratory Accreditation
Program (NELAP) protocols unless noted otherwise If you have any questions or concerns
regarding this report please feel free to call
Thank you
Jose Rocha
QA Officer
Approved by
Laboratory Director or designee
ReportDate 3/5/2009 Page 1 of3
Ml analyses applicable to the CWA SDWA and RCRA are perfomied in accordance to NELAC protocols Pertinent sampling infonnation is located on the attached COC This report is
jrovlded for the exclusive use of the addressee Privileges of subsequent use of the name of this company or any member of its staff or reproduction of this report in connection with
ne advertisement promoton or sale of any product or process or in connecbon with the re-publication of this report for any purpose other than for the addressee vuill be granted only
)n contact This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science
A
AMERICAN
WEST
ANALYTICAL
LABORATORIES
Client Wasatch Environmental
Project ID Quality Linen / 1076-006A
Lab Sample ID L89134-01C
Field Sample ID MW-2M
Collected 2/27/2009 1 00 00 PM
Received 2/27/2009
INORGANIC ANALYSIS REPORT
Contact Becca Gustin
TOTAL METALS
Analytical Results Units
Date Method Reporting Analytical
Analyzed Used Limit Results
463 West 3600 South
Salt Lake City, Utah
84115
Manganese mg/L 3/2/2009 10 43 38 PM 6020 0 0 30 14
* - The reporting limits were leased due to sample matrix interferences
[phone]
roll Free [phone]
Fax [phone]
111 awal@awal-]abs com
KyleF Gross
Laboratory Director
Jose Rocha
QA Officer
ReportDate 3/5/2009 Page2of3
analyses applicable to tha CWA SDWA and RCRA are perfomied in accordance to NELAC protocols Pertinent sampling infonnation is located on the attached COC This report is
•rovlded for the exclusive use of the addressee Privileges of subsequent use of the name of this company or any member of its staff or reproduction of this report in connection with
Hie advertisement promotion or sale of any product or process or In connection with the re publication of this report for any purpose other than for the addressee vinll be granted only
contact This company accepts no responsibility except for the duo performance of inspection and/or analysis in good faith and according to the njles of the trade and of science
A
AMERICAN
WEST
ANALYTICAL
LABORATORIES
Client Wasatch Environmental
Project ID Quahty Linen / 1076-006A
Lab Sample ID L89134-01
Field Sample ID MW-2M
Collected 2/27/2009 1 00 00 PM
Received 2/27/2009
INORGANIC ANALYSIS REPORT
Contact Becca Gustin
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
roll Free [phone]
Fax [phone]
ul awal@awal-labs com
KyleF Gross
Laboratory Director
Jose Rocha
QA Officer
Analytical Results Units
Date
Analyzed
Method
Used
Reporting Analytical
Limit Result
Aikalinity,(As CaC03) mg/L 3/2/2009 7 00 00 AM 2320B 20 770
Carbon Dioxide mg/L 3/3/2009 4500CO2D 0 10 220
Chloride mg/L 3/2/2009 9 40 15 PM 300 0 500 74000
Iron, Ferrous mg/L 2/2TO009 9 00 00PM 3500FE 0 10 <0 10
Nitrate (as N) mg/L 2/27/20093 16 00 PM 353 2 0 010 0 014
Sulfate mg/L 3/2^009 6 13 24 PM 300 0 75 310
Sulfide mg/L 3/2/2009 5 30 00 4500(S2-)B 3 0 <3 0
Total Organic Carbon mg/L 3/4/2009 BOS 00 AM 531 OB 1 0 12
' - Matnx spike recovery indicates matrix interference The method is in control as indicated by the LCS
ReportDate 3/5/2009 Page3 of3
All analyses applicable to the CWA SPWA and RCRA are perfornied in accordance to NELAC protocols Pertinent sampling information is located on the attached COC This report is
provided for the exclusive use of the addressee Privileges of subsequent use of the name of this company or any member of its staff or reproduction of this report in connecbon with
tha advertisement promotion or sale of any producl or process or in connection with the re-publication of this report for any purpose other than for the addressee will be granted only
on contact This company accepts no responsibility except for the due performance of Insoection and/or analvms in nood faith and armrdina to the niles of tha trade and of saence
American West Analytical Labs
WORK ORDER Summary
Client ID WAS580
Project Quality Lmen / 1076-006A
Comments PA Rush, QCLevel 1 Metliane, ethane and ethene sent to Eveigi'een
QC Level 1
Location '[|s|(<^|p^
27-Feb 09
Work Order L89134
Contact Becca Gustin
Sample ID Client Sample ED Collection Date Date Received Date Due Matrix Test Code Storage
L89134-01A MW2M 2/27/2009 1 00 00 PM 2/27/2009 3/10/2009 Aqueous TOC W SM3310B feb27 toe 3
L89134 OIB 3/10/2009 2320B /LLK W feb27 wc 2
3/10/2009 300 0 W feb27 wc 2
3/10/2009 C02 feb27 wc 2
3/10/2009 FERROUS W feb27 wc 2
3/10/2009 N03 W feb27 we 2
3/10/2009 PH W 4300H+B feb 27 - we 2
L89134 OIC 3/10/2009 300DA ICPMS feb27 met 1
3/10/2009 6020 W feb 27 met 1
L89134-01D 3/10/2009 S2 W-4300S2 B feb 27 s2 1
L89134 OlE 3/10/2009 OUTSIDE L/\B Evergreen 3
Page 1of1
Client (^ /gU^jig ^kl[yl|-<rvi.mZw(-<g>/]
Address 9\'^lO U v > O'^U-^zrr^ J 4^>€^
city site 2p ^
Phnne ^1^-Fax
Contact j9e<r:c^ ^?^.g<h^n
Project Name_
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utal
84115
CHAIN OF
CUSTODY
[phone]
[phone]
263-8687
8iC«waI@awaI-Iabs com
Lab Sample Set #__23J-2d-
of
•/po# S^^^-gq Project Number/P 0 # ^"^f^-PQ^A
Sampler Name (ZhyO^ Wl'^\y\Up[y^^
Sample ID
Date/Time
Collected
1^
0
X
O
CD
X 21 X
ri/rn Around Time (Circle One)
1 day 2 day 3 day 4 day 5 da^'^^tand^^
^INTNAME r^
Date
Mi
Relinquished By SIgnaturo
PRINT NAME
Date
Time
iME —TIP
Received By- Signature
PRINT NAME
Relinquished By Signature
PRINT NAME
Date
Time
Received By Signature
PRINT NAME
Relinquished By Signature Date Received By Signature
j^^TNA^^ BB Vitt^
llReceivi
""TPRINT
Special Instructions
QC LEVEL
1 2 2+
3 3+4
COMMENTS
LABORATORY USE ONLY
SAMPLES WERE
1 Shipped or)i^'€elivered
Notes
2 Ambient org:hlIied
JVofes
3 Temperature
4 Received Broken/Leaking
(Improperly SeatodJ'
Afores
S^^etpperly Preserved
6 Received Wllhin
ii3lRg Times
COC Tape Was
1 Present onOuler
Package/5>>.
V ^
2 Unbroken on Outer
Package
Y
NA
on uuier
H /^)
3 Present oiVSamble
Y (N ^ NA
4 Unbroken on Sample,^^ "N
Y N //NA J
/Vo/es / /
Discrepancies Between
Sample Labels and COC
Record'
Y
Notes.
1 v;uu
Sample Set "^^MA-
Pi esei-vation Check Sheet
Sample Set Extension and pH
Bottle Type Pieservative All
OK
Except Except Except Except Except Except Except Except Except Except Except Except Except Except Except
Amnaonia pH <2 H2SO4
COD PI-K2H2SO4
Cyanide PH>12NaOH
Metals pPI<2HN0, V
NO2&NO3 pH <2 H2SO4
Nutrients pH<2H2S04
O&G pH <2 HCL
Phenols pH<2H2S04
Sulfide pH>9NaOH,
Zn Acetate /
TKN pH<2H2S04
TOC pH <2 H,P04
TOX pH<2H2S04
TPO4 pH<2H2S04
TPH pH <2 HCL
Pioceduie 1) Pour a small amount of sample m tlie sample lid
2) Pour sample fiom Lid gently ovei wide laage pH paper
3) Do Not dip the pH papei m the sample bottle 01 lid
4) If sample is not piesei-ved piopeily list its extension and receivmg pH in tlie appiopnate column above
5) Flag COC, notify client if lequested
6) Place client conversation on COC
7) Samples may be adjusted
Fiequency All samples lequnmgpreseivation
A
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
March 04, 2009
Becca Gustin
Wasatch Environmental
2410 West California Avenue
Salt Lake City, UT 84104
TEL [phone]
FAX [phone]
RE Quality Linen / 1076-006A
Dear Becca Gustin
Lab Set ID L89098
American West Analytical Labs received 3 samples on 2/26/2009 for the analyses presented in
[phone] the following report
Toll Free [phone]
^^^^^'^1^1^^'^^^ analyses weie performed ui accordance to National Environmental Laboratory Accreditation
Program (NELAP) protocols unless noted otherwise If you have any questions or concerns
regarding this report please feel free to call
mail awal@awaHabs com
KyleF Gross
Laboratory Director Thank you
Jose Rocha
QA OfBcer
Approved by
ory Director or designee
Report Date 3/4/2009 Page 1 of 7
All analyses appllcabie to ttie CWA SDWA and RCRA are performed in accordance to NELAC protocols Pertinent sampling information is located on ttie attached COC Ttiis report is
provided for the exclusive use of the addressee Privileges of subsequent use of the name of this company or any member of Its staff or reproduction of this report in connection witl
the advertisement promotion or sale of any product or process or in connection with the re-publication of this report for any purpose other than for the addressee will be granted onl'
on contact This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science
INORGANIC ANALYSIS REPORT
Client Wasatch Environmental Contact Becca Gustin
Project ID Quality Linen /1076-006A
AMERICAN Lab Sample ID L89098-01C
ANALYTICAL ^leld Sample ID MW-4in
LABORATORIES Collected 2/25/2009 11 37 00 AM
Received 2/26/2009
TOTAL METALS j^^^^ j^^^j^^^ Reporting Analytical
Analytical Results Units Analyzed Used Limit Results
463 West 3600 South
Salt Lake City, Utah Manganese 2/26/20097 lo is PM 6020 Q 0012 0 95
84115 •
[phone]
Toll Free [phone]
Fax [phone]
mail awal@awal-labs com
KyleF Gross
Laboratory Director
Jose Rocha
QA Officer
ReportDate 3/4/2009 Page2of7
All analyses applicable to the CWA SDWA and RCRA are perfonned in accordance to NEIAC protocols Pertinent sampling informabon is located on the attached COC This report is
provided for the exclusive use of the addressee Privileges of subsequent use of the name of this company or any member of its staff or reproducUon of this report in connection with
the advertisement promotion or sale of any product or process or in connection with the re publication of this report for any puipose other than for the addressee will be granted only
on contact This company accepts no responsibility except for the due performance of Inspection and/or analysis in good faith and according to the rules of the trade and of science
A INORGANIC ANALYSIS REPORT
Client Wasatch Environmental Contact Becca Gustm
Project ID Quahty Lmen / 1076-006A
AMERICAN Lab Sample ID L89098-02C
ANALYTICAL ^1^1^ Sample ID MW-2d
LABORATORIES Collected 2/25/2009 2 50 00 PM
Received 2/26/2009
TOTAL METALS j^^^^ Method Reporting Analytical
Analytical Results Umts Analyzed Used Limit Results
463 West 3600 South
Salt Lake City, Utah Manganese 2/26/2009716 02 PM 6020 Q 0012 14
84115
[phone]
Toll Free [phone]
Fax [phone]
mail awal@awal-labs com
KyleF Gross
Laboratory Director
Jose Rocha
QA Officer
ReportDate 3/4/2009 Page3 of7
All analyses applicable to the CWA SDWA and RCRA are performed in accordance to NELAC protocols Pertinent sampling information is located on the attached COC This report is
provided for the exclusive use of the addressee Pnvileges of subsequent use of the name of this company or any member of its staff or reproduction of this report In connection witN
the advertisement promotion or sale of any product or process or in connection with the re publication of this report for any purpose other than for the addressee will be granted onlJ
on contact TTiis company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science ]
Client Wasatch Environmental
Project ID Quahty Lmen / 1076-006A
INORGANIC ANALYSIS REPORT
Contact Becca Gustm
AMERICAN Lab Sample ID L89098-03C
ANALYTTS^^^^'^ Sample ID MW-3s
Collected 2/25/2009 10 20 00 AM LABORATORIES
Received 2/26/2009
TOTAL METALS
Analytical Results
463 West 3600 South
Salt Lake City, Utah Manganese
84115
Units
Date
Analyzed
Method
Used
Reportmg
Limit
Analytical
Results
mg/L 2/26/2009 7 21 46 PM 6020 0 0012 0 49
[phone]
Toll Free [phone]
Fax [phone]
mail awal@awal-labs com
KyleF Gross
Laboratory Director
Jose Rocha
QA Officer
ReportDate 3/4fl009 Page4of?
All analyses applicable to the CW/Si. SD\NA, and RCRA are perfonned in accordance to NELAC protocols Pertinent sampling infomation is located on the attached COC This report is
provided for the exclusive use of the addressee Privileges of subsequent use of the name of this company or any member of its staff or reproduction of this report in connecbon vflth
the advertisement promotion or sale of any product or process or In connection with the re-publicatlon of this report for any purpose other than for the addressee will be granted only
on contact This company accepts no responsibility except for the due performance of Inspection and/or analysis in good faith and according to the rules of the trade and ot science
A Client Wasatch Environmental
Project ID Quahty Lmen / 1076-006A
INORGANIC ANALYSIS REPORT
Contact Becca Gustm
AMERICAN Lab Sample ID L89098-01
„,jy^ST Field Sample ID MW-4m
ANALYTICAL
LABORATORIES Collected 2/25/2009 11 37 00 AM
Received 2/26/2009
Analytical Results Units
Date
Analyzed
Method
Used
Reportmg Analytical
Limit Result
463 West 3600 South
Salt Lake City, Utah
84115
Allcalmity,(As CaC03)
Carbon Dioxide
mg/L
mg/L
2/26/2009 12 00 00 PM
3/3/2009
2320B
4500CO2D
40
0 10
820
180
Chloride mg/L 2/27/2009 7 43 14 PM 300 0 20 110
Iron, Ferrous mg/L 2/26/200911 10 00 AM 3500FE 0 10 0 40
Nitrate (as N) mg/L 2/26/2009 1 30 21 PM 353 2 0 010 <0010
[phone]
Toll Free [phone]
Fax [phone]
mail awal@awal-labs com
Sulfate
Sulfide
Total Organic Carbon
mg/L
mg/L
mg/L
3/2/2009 5 26 50 PM
2/27/2009 7 10 00 AM
2/27/2009 6 S3 00 /Uvl
300 0
4500(S2 )B
531 OB
75
3 0
1 0
930
<3 0
97
H
KyleF Gross
Laboratory Director
H- Sample was received outside of the holding time
' - Matrix spike recovery mdicates matrix interfei ence The method is in control as indicated by the LCS
Jose Rocha
QA Officer
ReportDate 3/4/2009 PageS of7
All analyses applicable to the CWA SDWA, and RCRA are performed in accordance to NELAC protocols Pertinent sampling Infonnation is located on the attached COC This report
provided for the exclusive use of the addressee Privileges of subsequent use of the name of this company or any member of its staff or reproduction of this report in connection vwl,
the advertisement promotion or sale of any product or process or m connection with the re publication of this report for any purpose other than for the addressee v/ill be granted onl
on contact This company accepts no responsibility except for the due performance ot inspection and/or analysis In good faith and according to tha rules of the h^de and of science
A Client Wasatch Environmental
Project ID Quahty Lmen / 1076-006A
INORGANIC ANALYSIS REPORT
Contact Becca Gustm
AMERICAN Lab Sample ID L89098-02
. « . . .r^^^J Field Sample ID MW-2d
ANALYTICAL
LABORATORIES Collected 2/25/2009 2 50 00 PM
Received 2/26/2009
Salt Lake City, Utah
Fax [phone]
KyleF Gross
Laboratory Director
Analytical Results Units
Date
Analyzed
Method
Used
Reportmg Analytical
LuTUt Result
Alkalmity,(As CaC03) mg/L 2/26/2009 12 00 00 PM 2320B 40 370
Carbon Dioxide mg/L 3/3/2009 4500CO2D 0 10 67 H
Chloride mg/L 3/2/20094 16 58 PM 300 0 500 18000
Iron, Ferrous mg/L 2/26/2009 11 10 00 AM 3500FE 0 10 25 H
Nitrate (as N) mg/L 2/26/2009 1 37 10 PM 353 2 0 010 0 052
Sulfate mg/L 2/27/2009 8 06 31 PM 300 0 15 64
Sulfide mg/L 2/27/2009 7 10 00 AM 4500(S2-)B 3 0 <3 0
Total Organic Carbon mg/L 2/27/2009 6 53 00 AM 5310B 1 0 67
H- Sample was received outside of the holding time
Jose Rocha
QA Officer
ReportDate 3/4/2009 Pago6 of 7
All analyses applicable to the CWA SDWA and RCRA are perfonned in accordance to NEIAC protocols Pertinent sampling information is located on the attached COC This report is
provided for the exclusive use of the addressee Pnvileges of subsequent use of the name of this company or any member of its staff or reproduction of this report in connection with
tne advertisement promobon or sale of any product or process or in connection with the re publication of this report for any purpose other than for the addressee vnW be granted only
on contact This company accepts no responsibility except for the due pertiormance of inspection and/or analysis in good faith and according to the rules of the trade and of science
A Client Wasatch Environmental
Project ID Quality Lmen/ 1076-006A
INORGANIC ANALYSIS REPORT
Contact Becca Gustm
AMERICAN Lab Sample ID L89098-03
ANALYTTS F-ld Sample ID MW-3S
LABORATORIES Collected 2/25/2009 10 20 00 AM
Received 2/26/2009
463 West 3600 South
Salt Lake City, Utah
Fax [phone]
KyleF Gross
Laboratory Director
Jose Rocha
QA Officer
Analytical Results Units
Date
Analyzed
Method
Used
Reportmg Analytical
Limit Result
Alkalinity,(As CaC03) mg/L 2/26/2009 12 00 00 PM 2320B 40 1100
Carbon Dioxide mg/L 3/3/2009 4500CO2D 0 10 24 H
Chloride mg/L 2/27/2009 8 29 49 PM 300 0 20 45
Iron, Ferrous mg/L 2/26/200911 10 00 AM 3500FE 0 10 0 46 H
Nitrate (as N) mg/L 2/26/2009 I 38 31 PM 353 2 0 010 <0010
Sulfate mg/L 3/2/2009 6 36 43 PM 300 0 0 75 0 89
Sulfide mg/L 2/27/2009 7 10 00 AM 4500(S2-)B 3 0 <3 0
Total Organic Carbon mg/L 2/27/2009 6 53 00 /iM 5310B 1 0 < 1 0
H- Sample was received outside of the holding time
ReportDate 3/4/2009 Page7 of?
All analyses applicable to the CWA SDWA and RCRA are performed in acconJance to NELAC pnstocols Pertinent sampling Infomiation is located on the attached COC This report i^
provided for the exclusive use of the addressee Pnvileges of subsequent use of the name of this company or any member of its staff or reproduction of this report in connection witl
the advertisement promotion or sale of any product or process or in connection with the re publication of this report for any purpose other than for the addressee will be granted onl:
on contact This company accepts no responsibility except for the due performance of Inspection and/or analysis in good faith and according to the rules of the trade and of science.
American West Analytical Labs
WORK ORDER Summary 26.Feb-09
Work Order L89098
Client ID WAS580 QCLevel 1
Project Quahty Lmen/1076-006A Location -i^O^Contact Becca Gustm
Comments PA Rush, QCLevel l.Methane, ethane and ethene sent to Evergreen Footnote C02 & Ferrous received out of hold
Sample ID Client Sample ED Collection Date Date Received Date Due Matrix Test Code Storage
L89098 OlA MW-4m 2/25/2009 1137 00 AM 2/26/2009 3/9/2009 Aqueous TOCWSM5310B feb 26 toe 3
L89098-01B 3/9/2009 2320B ALK-W feb26-wc 2
3/9/2009 300 OW feb 26 wc 2
3/9/2009 C02 feb 26 wc 2
3/9/2009 FERROUSW feb 26 wc 2
3/9/2009 N03 W feb 26 wc 2
3/9/2009 PH W-4500H+B feb 26 wc 2
L89098 OIC 3/9/2009 3005A ICPMS feb 26 met 1
3/9/2009 6020 W feb 26 met 1
L89098 OlD 3/9/2009 S2 W-4500S2-B feb 26 s2 1
L89098 OlE 3/9/2009 OUTSIDE LAB evergreen 3
L89098 02A MW2d 2/25/2009 2 50 00 PM 3/9/2009 TOC W SM5310B feb 26 toe 3
L89098-02B 3/9/2009 2320B ALK-W feb 26 wc 2
3/9/2009 300 OW feb 26 wc 2
3/9/2009 C02 feb 26 wc 2
3/9/2009 FERROUS W feb 26 wc 2
3/9/2009 N03 W feb 26 wc 2
3/9/2009 PH W-4500H+B feb 26 wc 2
L89098 02C 3/9/2009 3005A ICPMS feb 26 met 1
3/9/2009 6020-W feb 26 met 1
L89098 02D 3/9/2009 S2 W 4500S2 B feb 26 s2 1
L89098 02E 3/9/2009 OUTSIDE LAB evergreea 3
L89098-03A MW3s 2/25/200910:^0 00 AM 3/9/2009 TOC-W SM5310B feb 26 toe 3
L89098 03B 3/9/2009 2320B ALK W feb 26 wo 2
3/9/2009 300 0 W feb 26 wc 2
3/9/2009 C02 feb 26 wc 2
3/9/2009 FERROUS W feb 26 wc 2
3/9/2009 N03 W feb 26 wc 2
Page 1of2
WORK ORDER Summary
Ghent ID WAS580 QCLevel 1
26-Feb-09
Work Order L89098
Project Quality Lmen / 1076-006A Location Contact Becca Gustm
Comments PA Rush, QCLevel 1, Methane, ethane and ethene sent to Evergreen Footnote C02 & Ferrous received out of hold
Sample ID Client Sample ID Collection Date Date Received Date Due Matrix Test Code storage
L89098 03B MW 3s 2/25/2009 10 20 00 AM 2/26/2009 3/9/2009 Aqueous PH W-4500H+B feb 26 wc 2
L89098 03C 3/9/2009 3005A ICPMS feb 26 met 1
3/9/2009 6020 W feb 26 met 1
L89098-03D 3/9/2009 S2 W 4500S2 B feb 26 s2 1
L89098 03E 3/9/2009 OUTSIDE LAB evergreen 3
Page 2 of 2
Client by^<-<^.^eyK ^^l\<rY\im^.-Uy\
Address 3^^/C> , Ov/1 frr-Vfl>L^ Ai^
SL^ JAZL ^fw^
City State
Phone 'jiy^-r'joO Fax.
Contact ^<LOQ/=<^ ^0^-hry[.
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah^
84115
E-mail @ (Ayous^4^J^&n\j} rev? Yy[suiJk JI cm/
Project Name <^L/^ ll'H /^/nCA. .
Project Number/P 0 # ^ I Ol^-'^<ile? I- \
Sampler Name C/T^I^ /^cv)/t 'J
Sample ID
Date/Time
Collected
^'hs-<fi 1137
10
10
X
X
X
Relinquished By Signature
PRINT NAME
Ree^ed^Bj^ ^ Date J Received By ySignature.
Date
Time
Received By Signature
PRINT NAME
Relinquished By Signature
PRINT NAME
Date Received By* Signature
Time PRINT NAME
Relinquished By Signature
PRINT NAME
Date Received By Signature
Time II PRINT NAME
X
X 21
CHAIN OF
CUSTODY
[phone]
{888)263 8686
6x,^0D^63-8687
iail^aI@awal;iattscom
Lab Sam pie Set #.
1 of
Turn Around Time (Circle One)
1 day 2 day 3 day 4 day Sday/^Standanfi
X
2sX
X X
X
Jo
Special Instructions
QC LEVEL
1
3
2
3+
2+
4
COMMENTS
SAMPLES WERE
1 Shipped qpt^
Wofes
2 Ambient oj<!Rllled!
Notes
LABORATORY USE ONLY
3 Temperature.
4 Received Broken/Leaking
(Improperly Seal!
Y
/Votes
5 Jtoperly Preserved
TTO/es
6 Received Within
Holding Times
/Votes CDl.'l^
COC Tape Was
1 Present on Outer
Package/
Y 0 NA
2 Unbroken on Outer
Package
Y N ( NA
3 Present oivSgmple
Y piiS NA
4 Unbroken on Sampli
Y N
Notes 0
Discrepancies Between
Sample Labels and COC
Record?
Y
Mofes
COC.
Sample Set ^^^^^
Preservation Check Sheet
Sample Set Extension and pH
Bottle Type Pieseivative All
OK
Except Except Except Except Except Except Except Except Except Except Except Except Except Except Except
Ammonia pH <2 H2SO4
COD pH <2 H,S04
Cyanide PH>12NaOH
Metals pH <2 HNO3 y
NO2&NO3 pH <2 H2SO4
Nutrients pH <2 H2SO4
O&G pH <2 HCL
Phenols pH <2 PI2SO4
Sulfide pH>9NaOH,
Zn Acetate
TKN pH <2 H2SO4
TOC pH <2 H3PO4
TOX pH <2 H2SO4
TPO4 pH <2 H2SO4
TPH pH <2 HCL
Procedure 1) Pour a smal I amount of sample m the sample lid
2) Pour sample fi om Lid gently ovei wide 1 ange pH paper
3) Do Not dip tlie pH paper m tlie sample bottle 01 lid
4) If sample is notpieseived piopeily list its extension and receiving pH in tlie appiopnate column above
5) Flag COC, notify client if 1 eq nested
6) Place client conveisation on COC
7) Samples may be adjusted
Fiequency All samples requnmgpreseivation
Sami Broadhead
To rg@wasatch-environmental com
Subject AWAL Samples 1/26/09
Hey Becca,
From the samples that Chad brought m today from: your Quality Linen project (AWAL #89098) the following were
received out of hold
1 Ferrous Iron this must be analyzed the same day that the samples were collected
2 Carbon Dioxide this is a mathematical combination between two tests-Alkalinity and pH (pH must be
analyzed the same day that the samples were collected as well)
We have flagged the report with this footnote and have continued with the analysis However, please let me know if
you decide to resample so we can take care of it for you
Thanks,
Samantha Broadhead
Sample Custody Officer
American West Analytical Laboratories
463 West 3600 South
Salt Lake City UT 84115
Phone [phone]
Fax [phone]
Email saml(5)awal-labs com
Notice of confidentiality Thistransmlsslon Is Intended exclusively for the stated addressee If received accidentally please notify the sender Immediately Reproduction distribution and
dissemination of this Information are strictly prohibited by anyone other than the intended
A
AMERICAN
WEST
ANALYTICAL
LABORATORIES
463 West 3600 South
Salt Lake City, Utah
84115
March 05, 2009
Becca Gustm
Wasatch Environmental
2410 West California Avenue
Salt Lake City, UT 84104
TEL [phone]
FAX [phone]
RE Quality Linen / 1076-006A
Dear Becca Gustin
Lab Set ID L89059
American West Analytical Labs received 2 samples on 2/24/2009 for the analyses presented in
[phone] the followmg report
Toll Free [phone]
Fax [phone] ^jj analyses were performed m accordance to National Environmental Laboratory Accreditation
mail awal@awal-labs com program (NELAP) protocols unless noted otherwise If you have any questions or concerns
regardmg this report please feel free to call
KyleF Gross
Laboratory Director Thank you
Jose Rocha
QA Officer
Approved by
Laboratory Directoi or designee
ReportDate 3/5/2009 Page 1 of5
Ail analyses applicable to the CWA SDW/\, and RCRA are performed in accordance to NELAC protocols Pertinent sampling infomiation is located on the attached COC This report is
provided for the exclusive use of the addressee Pnvileges of subsequent use of the name of this company or any member of its staff or reproduction of this report m connection witt*
the advertisement promotion or sale of any product or process or m connection with the re-publlcation of this report for any purpose other than for the addressee will be granted onlyl
on contact This company accepts no responsibility except for the due performance of Inspection and/or analysis in good faith and according to the rules of the trade and of science. |
A INORGANIC ANALYSIS REPORT
Client Wasatch Environmental Contact Becca Gustm
Project ID Quality Lmen / 1076-006A
AMERICAN Lab Sainple ID L89059-01C
WEST p^eld Sample ID MW-5
ANALYTICAL ^
LABORATORIES Collected 2/24/2009 2 02 00 PM
Received 2/24/2009
TOTAL METALS jp^^^ Method Reportmg Analytical
Analytical Results Units Analyzed Used Limit Results
463 West 3600 South
Salt Lake City, Utah Manganese "^e^ 2/26/2009 5 32 55 PM 6020 Q Q012 0 098
84115
[phone]
Toll Free [phone]
Fax [phone]
mail awal@awal-labs com
KyleF Gross
Laboratory Director
Jose Rocha
QA Officer
ReportDate 3/5/2009 Page2of5
/Ml analyses applicable to the CWA SDWA and RCRA are performed in accordance to NELAC protocols Pertinent sampling information is located on the attached COC This report is
provided for the exclusive use of the addressee Pnvileges of subsequent use of the name of this company or any member of Its staff or reproduction of this report in connection with
the advertisement promotion or sale of any product or process or in connection with the re publication of this report for any purpose other than for the addressee wW be granted only
on contact This company accepts no responsibility except for the duo performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
A INORGANIC ANALYSIS REPORT
Ghent Wasatch Environmental Contact Becca Gustm
Project ID Quality Lmen / 1076-006A
AMERICAN Lab Sample ID L89059-02C
WEST Field Sample ID MW-6S
ANALYTICAL ^
LABORATORIES Collected 2/24/2009 3 35 00 PM
Received 2/24/2009
TOTAL METALS j^^^^ Method Reportmg Analytical
Analytical Results Units Analyzed Used Lmiit Results
463 West 3600 South
Salt Lake City, Utah Manganese 2/26/2009601 so PM 6020 Q 0012 0 075
84115
[phone]
Toll Free [phone]
Fax [phone]
mail awal@awal-labs com
KyleF Gross
Laboratory Director
Jose Rocha
QA Officer
ReportDate 3/5/2009 Page3 of 5
All analyses applicable fo the CWA SDWA and RCRA are perfonned in accordance to NELAC protocols Pertinent sampling information is located on the attached COC This report is
provided for the exclusive use of the addressee Pnvileges of subsequent use of the name of this company or any member of its staff or reproduction of this report in connection wittl
the advertisement promotion or sale of any product or process or in connection with the re-pubiication of this report for any purpose other than for the addressee will bo granted oniJ
on contact This company accepts no responsibility except for the due performance of inspection and/or analysis in goo* faith and accotding to the niles of the trade and of science
A Client Wasatch Environmental
Project ID Quality Lmen / 1076-006A
INORGANIC ANALYSIS REPORT
Contact Becca Gustm
AMERICAN Lab Sample ID L89059-01
LABORATORIES Collected 2/24/2009 2 02 00 PM
Received 2/24/2009
463 West 3600 South
Salt Lake City, Utah
84115
[phone]
Toll Free [phone]
Fax [phone]
lail awal@awal-labs com
Analytical Results Units
Date
Analyzed
Method
Used
Reportmg Analytical
Limit Result
Alkalmity,(As CaC03) mg/L 2/25/2009 7 40 00 AM 2320B 20 130
Carbon Dioxide mg/L 3/3/2009 4500CO2D 0 10 28
Chloride mg/L 2/27/2009 11 41 IfiAM 300 0 10 420
Iron, Ferrous mg/L 2/24/2009 10 00 00 PM 3500FE 0 10 <0 10
Nitrate (as N) mg/L 2/25/2009 I 46 08 PM 353 2 0 010 <0 010
Sulfate mg/L 2/27/2009 6 33 23 PM 300 0 75 14
Sulfide mg/L 2/25/2009 6 30 00 AM 4500(S2-)B 30 <3 0 •
Total Organic Carbon mg/L 2/25/2009 7 26 00 AM 5310B I 0 85
KyleF Gross
Laboratory Director
Jose Rocha
QA Officer
' - Matnx spike recovery indicates matnx interference The method is in control as indicated by the LCS
ReportDate 3/5/2009 Page4of5
All analyses applicable to the CWA SDWA and RCRA are perfonned in accordance to NELAC protocols Pertinent sampling infonnation is located on the attached COC This report is
provided for the exclusive use of the addressee Pnvileges of subsequent use of the name of this company or any member of its staff or reproduction of this report in connection witt
the advertisement promotion or sale of any product or process or in connection viflth the re-pubiication of this report for any purpose other than for the addressee vnili be granted onl>
on contact This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
A Client Wasatch Environmental
Project ID Quality Lmen / 1076-006A
INORGANIC ANALYSIS REPORT
Contact Becca Gustm
AMERICAN Lab Sample ID L89059-02
WEST Field Sample ID MW-6S
LABORATORIES Collected 2/24/2009 3 35 00 PM
Received 2/24/2009
Analytical Results Units
Date
Analyzed
Method
Used
Reportmg Analytical
Limit Result
463 West 3600 South
Salt Lake City, Utah
84115
Alkabnity,(As CaC03)
Carbon Dioxide
mg/L
mg/L
2/25/2009 7 40 00 AM
3/3/2009
2320B
4500CO2D
20
0 10
500
17
Chloride mg/L 2/27/2009 12 04 32 PM 300 0 10 79
Iron, Ferrous mg/L 2/24/2009 10 00 00 PM 3500FE 0 10 <0 10
Nitrate (as N) mg/L 2/25/2009 1 52 57 PM 353 2 0 010 <0010
[phone]
Toll Free [phone]
Fax [phone]
mail awal@awal-labs com
Sulfate
Sulfide
Total Organic Carbon
mg/L
mg/L
mg/L
2/27/2009 6 56 40 PM
2/25/2009 6 30 00 AM
2/25/2009 7 26 00 AM
300 0
4500(S2-)B
5310B
75
30
1 0
16
<3 0
49
KyleF Gross
Laboratory Du-ector
Jose Rocha
QA Officer
ReportDate 3/5/2009 Page5ofS
Ail analyses applicable to the CWA SDWA and RCI^ are performed in accordance to NELAC protocols Pertinent sampling information is located on the attached COC This report is
provided for the exclusive use of the addressee Pnvileges of subsequent use of the name of this company or any member of its staff or reproduction of this report in connection witl'
the advertisement promotion or sale of any product or process or in connection with the re publication of this report for any purpose other than for the addressee will be granted onl:
on contact This company accepts no responsibility except for the due performance of inspection and/or analysis m good faiUi and according to the rules of the trade and of science
American West Analytical Labs
WORK ORDER Summary
Client ID WAS580
Project Quahty Lmen / 1076-006A
QCLevel 1
Location
25-Feb-09
Work Order L89059
Contact Becca Gustin
Comments PA Rush, QCLevel 1, Methane, ethane and ethene sent to Evergreen
Sample ID Client Sample ID Collection Date Date Received Date Due Matrix Test Code Storage
L89059 OlA MW5 2/24/2009 2 02 00 PM 2/24/2009 3/5/2009 Aqueous TOC W SM5310B feb 24 toe 3
L89059 OIB 3/5/2009 2320B ALK W feb 24 wc 2
3/5/2009 300 0 W feb 24 wc 2
3/5/2009 C02 feb 24 wc 2
3/5/2009 FERROUS W feb 24 wc 2
3/5/2009 N03 W feb 24 wc 2
3/5/2009 PH W-4500H+B feb 24 wc 2
L89059 QIC 3/5/2009 3005A ICPMS feb 24 met 1
3/5/2009 6020 W feb 24 met 1
L89059-01D 3/5/2009 S2 W-4500S2 B feb 24 s2 1
L89059 OlE 3/5/2009 OUTSIDB LAB evergreen 3
L89059 02A MW-6S 2/24/2009 3 35 00 PM 3/5/2009 TOCWSM5310B feb 24 toe 3
L89059 02B 3/5/2009 2320B ALK W feb 24 wc 2
3/5/2009 300 0 W feb 24 wc 2
3/5/2009 C02 feb 24 wc 2
3/5/2009 FERROUS-W feb 24 wc 2
3/5/2009 N03W feb 24 wc 2
3/5/2009 PH W 4500H+B feb 24 wc 2
L89059 02C 3/5/2009 3005A ICPMS feb 24 met 1
3/5/2009 6020 W feb 24 met 1
L89059-02D 3/5/2009 S2 W-4500S2 B feb 24 s2 1
L89059-02B 3/5/2009 OUTSIDE LAB evergreen 3
Page 1of1
Ghent ^viY-^^Yl^yi-l^.]
Address
City Zip state
Phone f7oi~^f00 Fax_
Contact /koc<< Ct^^f-hn
E-maii /^q <^uj=\js<\:hh^<yi\jiroy\}YifLvik^. \owj
Project Name^ j^U'dt-kj (^Yl^.y\
CHAIN OF
CUSTODY
Project Number/P O # " ^QlL-OOi^h
Sampler Name
Sample ID
Date/Time
Collected
vo
AMERICAN
WEST
ANALYTICAL
LABORATORIES [phone]
463 West 3600 South [phone]
Salt Lake C»ty, Utah Fax [phone]
84115 Email awal@awal-labs com ^
Lab Sample Set #
U of
Turn Around Time (Circle One)
1 day 2 day 3 day 4 day 5 day fStandard
•8 of
JO
fo
r'
^7
Ol
Dale , Recei^ By ^na(ufe^/<7^ ^^^^ ^ ^
Time ,
Relinquished By Signature Date Received By Signature
PRINT NAME Time PRINT NAME
Relinquished By Signature Date Received By Signature
PRINT NAME Time PRINT NAME
Relinquished By Signature Date Received By Signature
PRINT NAME Time PRINT NAME
93
O s
PO
r QC LEVEL
•I
^ 3
o
2
3+
2+
4
g COMMENTS
Special Instructions
SAMPLES WEI
1 Shipped
Notes
2 Ambient dtChyiedP
Notes cy\\U^
3 Temperature
4 Received Broken/Leaking
(Improperly SealedP)
Y [tiJ
Notes. L/
berly Preseived
N
N5les
6 Received Within
J49lding Times
Lmes
UVBORATORY USE ONLY
COC Tape Was
1 Present on Outer
Package^
Y ^N:
2 Unbroken on Outer
Package
Y N
3 Present
Y
NA
NA
4 Unbroken on Sample^^
Y N ANAl
Notes
Discrepancies Between
Sample Labels and COC
Record?
Y
Notes 0
Sample Set
Preset vation Check Sheet
Sample Set Extension and pH
Bottle Type Preservative All
OK
Except Except Except Except Except Except Except Except Except Except Except Except Except Except Except
Aminonia pH<2H2S04
COD pH <2 H2SO4
Cyanide PH>]2NaOH /
Metals pH <2 HNO3 /
NOo&NO-, pH<2H2S04
•Nutrients pH<2H2S04
O&G pH <2 HCL
Phenols pH<2H2S04
Sulfide pH>9NaOH,
Zn Acetate /
TKN pH <2 H2SO4
TOC pH <2 H3PO4
TOX pH <2 H2SO4
TPOa pH<2H2S04
TPH pH <2 HCL
Piocedure 1) Pom a small amount of sample in the sample lid
2) Pour sample fi om Lid gently over wide i ange pH paper
3) Do Not dip the pH paper m tlie sample bottle 01 Iid
4) If sample is not preserved properly list its extension and receiving pH in the appropriate column above
5) Flag COC, notify client if 1 equested
6) Place client conveisation on COC
7) Samples may be adjusted
Frequency All samples lequmng pieseivation
Sami Broadhead
To rg@wasatch-environmental com
Subject AWAL Samples 2/24/09
Hey Becca,
There was one other concern that I failed to catch before Chad left, you requested total Manganese by 6010B We
normally run this by 6020B because it gets better detection limits I've logged it in by 6020, so if you really need it by
6010 let me know as soon as possible
Thanks,
Samantha Broadhead
Sample Custody Officer
American West Analytical Laboratories
463 West 3600 South
Salt Lake City, UT 84115
Phone [phone]
Fax [phone]
Email samlOawal-labs com
Notice of confidentiality This transmission is Intended exclusively for tlie stated addressee If received accidentally please notify the sender immediately Reproduction distribution and
dissemination of this information are strictly prohibited by anyone other than the Intended
A INORGANIC ANALYSIS REPORT
Contact Rebecca Studenka Client Wasatch Environmental
Project ID Quality Lmen SLC, UT / 1076-006A
L86413-03 Lab Sample ID
^^'vSSsT Field Sample ID GP-12/15-20'
Collected 9/17/2008 9 40 00 AM ANALYTICAL
LABORATORIES Received 9/17/2008
Analytical Results Units
Date
Analyzed
Method Reporting Analytical
Used Lunit Result
463 West 3600 South
Salt Lake City. Utah
84115
Total Organic Carbon mg/L 9/18/2008 7 28 00 AM 5310B 1 0 12
[phone]
Toll Free [phone]
Fax [phone]
iI awal@awal-labs com
KyleF Gross
Laboratory Director
Jose Rocha
QA Officer
ReportDate 9/25/2008 Page2of62
Ml analyses appllcabie to the CWA SDWA and RCRA are performed in accordance to NELAC protocols Pertinent sampling infomiation is located on the attached COC This report is
f vtded for the exclusive use of the addressee Pnvileges of subsequent use of the name of this company or any member of its staff or reproduction of this report m connection with
advertisement promotion or sale of any product or process or in connection with the re-publication of this report for any purpose oUier than for the addressee will be granted only
contact This company accepts no responsibility except for the due performance of inspecbon and/or analysis in good faith and according to the rules of the trade and of science
INORGANIC ANALYSIS REPORT
Client Wasatch Environmental Contact Rebecca Studenka
Project ID Quality Linen SLC, UT / 1076-006A
Lab Sample ID L86413-04
^^^EST Field Sample ID GP-18/5-15'
ANALYTICAL Collected 9/17/2008 10 00 00 AM
LABORATORIES Received 9/17/2008
Date Method Reporting Analytical
Analytical Results Units Analyzed Used Limit Result
. Total Orgamc Carbon mg/L 9/IS/2OO8 7 28OOAM 53103 10 8 8
463 West 3600 South ° ^
Salt Lake City, Utah
84115
[phone]
Toll Free [phone]
Fax [phone]
lail awal@awal-labs com
KyleF Gross
Laboratory Director
Jose Rocha
QA Officer
ReportDate 9/25/2008 Page3 of62
Ul analyses applicable to the CWA, SOWA and RCRA are performed in accordance to NELAC protocols Pertinent sampling information is located on the attached COC This report is
irovlded for the exclusive use of the addressee Pnvileges of subsequent use of the name of this company or any member of its staff or reproduction of this report in connection with
he advertsement promotion or sale of any product or process or in connection with the re-publlcation of this report Ibr any purpose other 4ian for the addressee will be granted only
in contact This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of saence
A
AMERICAN
WEST
ANALYTICAL
LABORATORIES
INORGANIC ANALYSIS REPORT
Client Wasatch Environmental
Project ID Quality Linen / 1076-006A
Lab Sample ID L86378-04
Field Sample ID GP-12 @ 5-15'
Collected 9/16/2008 10 00 00 AM
Received 9/16/2008
Contact Rebecca Studenka
Analytical Results Units
Date
Analyzed
Method Reportmg Analytical
Used Limit Result
463 West 3600 South
Salt Lake City Utah
84115
Total Organic Carbon mg/L 9/17/2008 8 37 00 AM 5310B 1 0 84
[phone]
Toll Free [phone]
Fax [phone]
il awal@awal-labs com
KyleF Gross
Laboratory Du-ector
Jose Rocha
QA Officer
ReportDate 9/24/2008 Page3 of53
Ml analyses applicable to the CWA SDWA and RCRA are performed in accordance to NELAC protocols Pertinent sampling infbimation is located on the attached COC This report Is
•ovided for the exclusive use of the addressee Pnvileges of subsequent use of the name of this company or any member of its staff or reproduction of this report in connection with
Wp advertisement promotion or sale of any praduct or process or in connection with the re-publicabon of this report for any puipose other than for Ihe addressee will be granted only
B^contact This company accepts no responsibility except for the due performance of inspection and/or analysis in good ^rth and according to the rules of the trade and of science
INORGANIC ANALYSIS REPORT
Client Wasatch Environmental
Project ID Quality Linen / 1076-006A
Contact Rebecca Studenka
Lab Sample ID L86378-02
"^^^ST Field Sample ID GP-11 @ 5-15'
ANALYTICAL Collected 9/16/2008 9 15 00 AM
LABORATORIES Received 9/16/2008
Analytical Results Umts
Date
Analyzed
Method Reportmg Analytical
Used Lmiit Result
Total Organic Carbon mg/L 9/17/2008 i 37 00 AM 5310B 1 0 74 463 West 3600 Soutii
Salt Lake City, Utah j _ ^^tnx spike recoveiy mdicates mati ix interference The method is in control as indicated by the LCS
84115
[phone]
Toll Free [phone]
Fax [phone]
lail awal@awal-labs com
KyleF Gross
Laboratory Director
Jose Rocha
QA Officer
ReportDate 9/24^2008 Page2 of53
Ul analyses applicable to the CWA SDWA, and RCRA are performed in accordance to NELAC protocols Pertinent sampling infonnaton Is located on the attached COC This report is
irovlded for the exclusive use of the addressee Pnvileges of subsequent use of the name of this company or any member of Its staff or reproduction of this report in connection with
he advertisement pnamotion or sale of any product or process or in connection with the re publication of this report for any purpose other than for the addressee will be granted only
in contact This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rales of the trade and of science
PARAGON
ANALYTICS
_A Division ofDalaChem laboratories, Inc
AUS Lal3aratarL| Croup
ANALYTICAL CHEMISTRY & TESTING SERVICES
December 16, 2008
Ms Elana Hayward
American West Analytical Labs
463 W 3600 S
Salt Lake City, UT84115
Re ALS Paragon Workorder
Client Project Name
Client Project Number
08-12-041
None Submitted
None Submitted
Dear Ms Hayward
Three soil samples were received from American West Analytical Labs on December 4, 2008 The samples were
scheduled for Inorganics (pages 1-11) analysis
The results for this analysis are contained in the enclosed reports
Thank you for your confidence in ALS Paragon Should you have any questons, please call
icerely,
ALS Paragor
JC^ Julie Ellingson
' Project Manager
JME/eh
Enclosure (s) Report
Paraqon AnalL|Hcs
Part of the ALS Labaratarq Croup
225 Cominercs Dnve Ft Collins Colorado 80S24
Phone [phone] Fax [phone] www paragonlabs com www alsanviro com
A Campb^l Brothers Umilstl Company
ALS Paragon Analytics
Sample Number(s) Cross-Reference Tabie.
Paragon OrderNum 0812041
Client Name American West Analytical Labs
Client Project Name
Client Project Number
Client PO Number 87842
Client Sample Lab Sample COC Number Matrix Date Time
Number Number Collected Collected
GP-22 @ 4-6' 0812041-1 SOIL 02 Dec-08 11 00
GP-11 @ 3-5" 0812041-2 SOIL 02-Dec-08 13 00
GP-11 @ 3-5' 0812041-3 SOIL 02-Dec-08 16 20
Page 1 of 1 ALS Paragon Analytics
LIMSVarslon- 3213A Date Printed Thursday December 04 2008
Amencan West Analytical Laboratories Chain of Custody
Client Amencan West Analytical Laboratones Contact
Address 463 W 3600 S Phone
Salt Lake City, UT 84115 Fax
Project Name Email
P0# 87842
Lab Sample Set # Q'g'l 9-04'l
I
Elona Hayward
[phone]
[phone]
elona@awal-lab3 com
rebekah<3lawal-lab3 com
Page 1 of 1
QC Level
Turn Around Time
Standard
CP
Sample ID
GP-22 @ 4-6'
GP-H@3-5'
Date Sampled
12/2/2008
12/2/2008
Tmie
11 00
13 GO
Comments
GP-24 @ 2-4' 12/2/2008 16 20 X
Please contact Rebekah Winkler at AWAL with questions [phone]
Appropriate Utah state certifications required
1
Special Instructions Include project name and PO# on final report Email results to both Elona and Rebekah
Reltndiftshed by Signatum ' /^y.
Prudit
Recetv
PrirdN Time
Rclinquisbed by* Signature Date ,
Pnnt Name Time ,
Received by Signnture Date
Print Name Time
CONDITION OF SAMPLE UPON RECEIPT FORM Paragon Analytics
Ghent AYwg,/<6ft^ 10^:^4 WorkoiderNo O'X\X0i4i
Project Manager Initials COT Date f 3. -tf ^Qg
1 Does this project require any special handling m addition to standard Paragon procedures'' i YES
2 Are custody seals on shipping containers intacf i(m^ >i YES NO
3 Aie Custody seals on sample containers mtact? (NONg, YES NO
4 Is there a COC (Cham-of-Custody) present 01 other representative documents? NO
s Are the COC and bottle labels complete and legible? NO
<5 Is the COC in agreement witli samples received' (IDs, dates, tmes, no of samples, no
of containers, matrix, 1 equested analyses, etc) NO
7 Were airbills / shipping documents present and/or removable' DROP OFF ^ES) NO
8 Are all aqueous samples requiring preservation preserved correctly' (excluding volatiles) <®) YES NO
9 Ai e all aqueous non-preserved samples pH 4-9' YES NO
10 Is there sufficient sample for the requested analyses' NO
11 Were all samples placed in the proper containers foi the requested analyses' NO
12 Aie all samples withm holding times for the requested analyses? NO
13 Were all sample contamers received intact? (not bioken or leaking, etc ) NO
14 Are all samples requirmg no headspace (VOC, GRO, RSK/MEE, Rv CN/S, radon)
headspace free' Size of bubble < green pea > green pea <® YES NO
" Do perchlorate LCMS-MS samples have headspace' (at least 1/3 of container requn:ed) <^) YES NO
16 Were samples checked for and free from the presence of residual chlorme'^
(Applicable when PM has indicated samples are from a chlonnated water source note if field preservation
with sodium thiosulfate was not observed)
(@) YES NO
17 Were the samples shipped on ice? (gs) NO
IS Were cooler temperatures measured at 0 1-6 0°C' iRgun used* #2 (#4 ) RAD
ONLY NO
Cooler* 1
Temperature ("C) ^.(0
No of custody seals on cooler 0
DOT
Survoy/ External nR/hr readmg | j
Accsptancs
Wonnailon Background uR/hi readmg {1
Were external nR/hr readings i two times background and witiiin DOT acceptance cnteria? (f^)/ NO 1 NA (If no see Form 008)
Additional Information PROvroE DETAILS BELOW FOR A NO RESPONSE TO ANY QUESTION ABOVE EXCEPT#I AND #) 6
If applicable was the client contacted? YES / NtJfV Contact
Project Manager Signature / Date
i Contact
*IRGim#2 Oakton, SN 29922500201 0066 *IRGun#4 Oakton, SN 2372220101 0002
Date/Time
Form 201121 xls (7/30/08)
Page 1 of T i
UPS Internet Shipping Shipment Label Page 1 of 1
UPS Internet Shipping. View/Prmt Label
1 Print the label(s) Select the Print button on the print dialog box that appears Note If
your browser does not support this function select Print from the File menu to print the label
2 Fold the printed label at the dotted line Place the label in a UPS Shipping Pouch If you
do not have a pouch, affix the folded label using clear plastic shipping tape over the entire
label
3 GETTING YOUR SHIPMENT TO UPS
Customers without a Daily Pickup
Schedule a same day or future day Pickup to have a UPS driver pickup all of your Internet
Shipping packages
Hand the package to any UPS driver in your area
• Take your package to any location of The UPS Store®, UPS Drop Box, UPS Customer
Center, UPS Alliances (Office Depot® or Staples®) or Authorized Shipping Outlet near
you Items sent via UPS Return Services^'^ (including via Ground) are accepted at Drop
Boxes
To find the location nearest you, please visit the 'Find Locations' Quick link at ups com
Customers with a Daily Pickup
" Your driver will pickup your shipment(s) as usual
FOLD HERE
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https //www ups com/uis/create'?ActionOngmPair=^iint ^UISReceipt&POPUP_LEVEL 12/3/2008
roe
Method ASA-9 90-3
Sample Results
Lab Name ALS Paragon
Client Name Amencan West Analytical Labs
Client Project ID
Work Order Number 0812041 Fmal Volume 250 ml
Reporting Basis DryWdght Matrix SOIL
Prep Method METHOD Result Units MG/KG
Client Sample ID Lab ID
Date
Collected
Date
Prepared
Date
Analyzed
Percent
Moisture
Dilution
Factor Result
Reporting
Limit Flag
Sample
Aliquot
GP 22 @ 4-8 0812041 1 12/02/2008 12/09/2008 12/09/2008 29 5 1 12000 3500 ig
GP 11 @ 3-5 0812041 2 12/02/2008 12/09/2008 12/09/2008 25 7 1 9200 2900 i2g
GP 11 ©35 0812041 3 12/02/2008 12/09/2008 12/09/2008 262 1 9600 3O00 iig
Comments
1 ND or U = Not Detected at or above the client requested detection limit
Data Package ID tc0812041-1
Date Printed Thursday December 11 2008 ALS Paragon 1 Of 1
Total Organic Carbon (Walkley Black Method)
Method ASA-9 90-3
Method Blank
Lab Name ALS Paragon
Work Order Number 0812041
Client Name American West Analytical Labs
ClientProject ID
Lab ID WBOB1209-1MB Sample Matrix SOIL
% Moisture N/A
Date Collected N/A
Date Extracted 09-DecO8
Date Analyzed Og-Dec-08
Prep Method METHOD
Prep Batch WB081209-1
QCBatchID WB0812a9-1 1
Run ID tc08120g la
Cleanup NONE
Basis N/A
File Name
Sample Aliquot 10 g
Final Volume 260 ml
Result Units MO/KG
Clean DF 1
CASNO Target Analyte DF Result Reporting Result EPA
Limit Qualifier Qualifier
10-35 5 TOC 1 250 250 u
Data Package ID tc0812041-1
Date Printed Thursday December 11 2008 ALS Paragon
UMS Version S^4A
Pagel of 1
Total Organic Carbon (Walkley Black Method)
Method ASA-9 90-3
Laboratory Control Sample
Lab Name ALS Paragon
Work Order Number 0812041
Client Name American West Analytical Labs
ClientProject ID
Lab ID ,WB081209 1LCS Sample Matrix SOIL
% Moisture N/A
Date Collected N/A
Date Extracted 12/09/2008
Date Analyzed 12/09/2008
Prep Method METHOD
Prep Batch WB081209 1
QCBatchID WB081209-1 1
Run ID tc081209 1a
Cleanup NONE
Basis N/A
File Name
Sample Aliquot 10 g
Final Volume 257 ml
Result Units MG/KG
Clean DF 1
CASNO Target Analyte Spike LCS Reporting Result LCS % Control
Added Result Limit Qualifier Rec Limits
10-35 5 TOC 1000 967 250 97 70 110%
Data Package ID tc0812041-1
Date Printed Thursday December 11 2008 ALS Paragon
UMS Version 6;214A
Page 1 of 1
10
Total Organic Carbon (Walkley Black Method)
Method ASA-9 90-3
Duplicate Sample Results
Lab Name ALS Paragon
Work Order Number 0812041
Client Name American West Analytical Labs
ClientProject ID
Field ID 'GP22@4-6'
Lab ID 0812041 10
Sample Matrix. SOIL
% Moisture 29 5
Date Collected 12/02/2008
Date Extracted 12/09/2008
Date Analyzed 12/09/2008
Prep Batch WB081209 1
QCBatchID WB081209 1 1
Run ID tc081209 1a
Cleanup NONE
Basis Dry Weight
File Name
Sample Aliquot 1 03g
Final Volume 247 ml
Result Units MG/KG
Clean DF 1
CASNO Target Analyte Sample Samp Duplicate Dup Reporting Dilution RPD RPD
Result Qual Result Qual Limit Factor Limit
10 35-5 TOC 12000 10400 3440 1 11 30
Data Package ID tc0812041-1
DatsPnnted Thursday December 11 2008 ALS Paragon
LIMS Version e:214A
Page 1 of 1
11
ALS Paragon
Inorganics
Case Narrative
American West Analytical Labs
Work Order Number 0812041
1 This report consists of 3 soil samples
2 The samples were received cool and mtact on 12/04/08
3 Total orgamc carbon (TOC) was determmed m the samples usmg the WaDdey-Black
method This method was published as Method 90-3 m Monograph No 9, Methods
of Soil Analysis, Part 2 by the Amencan Society of Agronomy m 1965
4 The samples were prepared for analysis based on ASA-9
5 The samples were analyzed followmg ASA-9 procedures for the followmg method
Analvte Method SOP#
TOC ASA-9-90 3 1117 Rev 3
6 AH standards and solutions were used withm their recommended shelf hfe
7 The samples were prepared and analyzed within the estabhshed hold time for this
analysis
All m house quahty control procedures were followed, as described below
8 General quahty control procedures
• A preparation (method) blank and laboratory control sample (LCS) were prepared
and analyzed with the samples m this preparation batch There were not more
than 20 samples m this preparation batcL
• The method blank associated with this batch was below the reportmg hmit for the
1 equested analyte This mdicates that no contammants were mtroduced to the
samples durmg preparation and analysis
• The LCS was withm the acceptance hmits for this analysis
9 Matnx specific quality control procedures
E
Sample 0812041-1 was designated as the quality control sample for tbs analysis
Sunilanty of matnx and therefore relevance of the QC results should not be automatically
inferred for any sample other than the native sample selected for QC
• A sample duphcate was prepared and analyzed with this batch All guidance cnteria foi
precision were met
10 Reduced ahquots were taken of the samples for the TOC analysis Reportmg limits
were elevated accordmgly
The data contained in the followmg rq>ort have been reviewed and approved by the personnel listed
below In addition, ALS Paragon certifies that the analyses reported herein are true, complete and correct
within the hmits of the methods employed
Megan Jbhnson ' Date
Inorgamcs Primary Data Reviewer
Inorgamcs Fmal Data Reviewer Date
I
Inorganic Data Reporting OuahjBers
The followmg qualifiers are used by the laboratory when reportrng results of morgamc analyses
• Concentration qualifier - If the analyte was analyzed for but not detected a "U" is entered
• QC qualifier — Specified entnes and their meamngs are as follows
N - Spiked samplerecovery not withm control limits
* - Duplicate analysis (relative percent difference) not withm control limits
Z Calibration spike recovery not withm control lumts
Evergreen
y/Sy Ana/ytica/
^ X Laboratory
Report page total including this page fSJ
October 02, 2008
Elona Hayward
Amencan West Analytical Laboratones
463 West 3600 South
Salt Lake City, UT 84115
Lab Work Order 08-7119
Client Project ID Quality Linen, PO# 86378
Dear Elona Hayward
Enclosed are the analytical results for the samples shown in the Laboratory Work Order
Summary The invoice is included with this report or has been mailed to another party
as indicated on the chain of custody
The enclosed data for testing performed at Evergreen Analytical Laboratory (EAL) have
been reviewed for quality assurance A case narrative is included to descnbe any
anomalies associated with the samples or data
EAL will dispose of all samples one month from the date of this letter If you want
samples retumed, please advise us by mail or fax as soon as possible
A copy of this project report and supporting data will be retained for a penod of five
years unless we are otherwise advised by you A document retneval charge will apply
Thank you for using the services of Evergreen Analytical If you have any questions
concerning the analytical data, please contact me Please direct other questions to Client
Services
Sincerely,
Kapne HoUman/Carl Smits
Quality Assurance
khollman@evergreenanalytical com
Evergreen Analytical, Inc 4036 Youngheld St Wheat Ridge, CO 80033 3862 [phone] FAX [phone]
WORK ORDER Summary Evergreen Analytical, Inc. 08-7119
RptTo Elona Hayward
American West Analytical Laboratories
463 West 3600 South
Sah Lake City UT 84115
[phone]
Fax To Elona Hayward
Email To elona@awal labs com
Email To rebekah@awal labs com
FX [phone]
9/21/2008 3 44 18 PM
Client Project ID Quality Linen PO# 86378
QC Level Level I
Comments
Sample ID Client Sample ID Matrix
Collection
Date
Date
Received Test Code Test Name Hold MS
Date
Due
Hold
Time
08 7119 OlA GP 11@5 15 Water 9/16/08 0915 9/18/08 MEEP_W * RSK175M MEE • • 10/02/08 9/30/08
08 7119 02A GP 12@5 15 Water 9/16/08 1000 9/18/08 MEEP_W * RSKI75M MEE • • 10/02/08 9/30/08
Definitions * Test Code has a Select List Page 1 of 1
erican West Analytical Laboratories
Client American West Analj^tical Laboratones
Address 463 W 3600 S
Salt Lake City UT 84115
Project Name Quality Lmen
P0# 86378
Cham of Custody
Contact Elona Hayward
Lab Sample Set #
Phone [phone]
Fax [phone]
Email elonatt/'awii-labs com
rebekahft.awal labs com
Page 1 of 1
QC Level
Turn Around Tmie
Standard
Sample ID
GP 11 @5 15"
GP-12 @ 5 15
Date Sampled
9/16/2008
9/16/2008
Time
9 15
10 00
aq
aq
BOF#
samples Were
1 Shipped or hand delivued
c/s (0) /vr^ as (i) C / v/ypf
Seals Present .ym/NA Intact^/N
Pres yfN/NA Hd Sp Y/N/NA LOC_
«akmg
Temp (C) 7f 2contamei ^"-^hij By ^
o rropeny nrserved
Comments
Please contact Rebekah Winkler at AWAL with questions [phone]
y N
6 Received Within
Holding Times
Y N
COC Tape Was
1 Preaent on Outer Package
Y N NA
2 Unbroken on Outer Package
' Y N NA
3 Present on Sample
Y N NA
4 Unbroken on Sample
Y N NA
Samples sent to Evergreen Analytical
Appropriate Utah state certifications required
Discrepancies Between Sample
Labels and COC Record?
Y ' N
Special Instructions Include project name and PO# on final report and Invoice Email results to both Elona and Rebekah
Received by Sigruiture Date
Pr\nt name / ' J . / "/ y Tune / Pn7it Name
J<^r
Time
Relinquished by Signature Date Received by Signature ^ ^ ^ Date^^^^^^
Pnnt Name Time Pnnt Name /_ _ v^"^ 1 ,
Evergreen Analytical, Inc J^**^ 02-Oct-08
Client Project ID Quality Lmen, PO# 86378
Lab order O8-71T9 CASE NARRATIVE
SAMPLE RECEIVING
Custody seals were present and mtact
The temperature ofthe sample(s) upon arrival was 2 2 °C
Sample(s) were received m good condition, m the proper container, and within holding times
VOC sample(s) were marked as preserved on the bottle labels
VOC sample(s) were received with no headspace present JD
QUALITY ASSURANCE (QA)
Analyses performed on samples m this work order by EAL meet the requirements of the EAL Quality
Assurance Program unless otherwise explained Analyses of RCRA samples meet the requirements of
NELAC and Utah Rule R444-14 unless otherwise explamed KSH
CLIENT SERVICES
There are no anomalies to report PM
GAS CHROMATOGRAPHY
Method RSK175 (9/19/08) The laboratory control spike duphcate (LCSD) recovery for Ethene is
above the QC limits Since the bias for Ethene is high and sample 08-7119-OlA is non-detect, no
further action is required (9/23/08) Sample 08-7119-02A was rerun due to the LCSD failure on
9/19/2008 There are no anomahes to report VM/KSH
Pnnt Date 10/2/2008
Evergreen Analytical, Inc
4036 Youngfield Stieet, Wheat Ridge, Colorado 80033-3862
[phone]
Client Sample ID GP-11@5 15 Lab Work Order 08-7119
Client Project ID Quality Lmen P0# 86378 Lab Sample ID 08-7119-OlA
Date Collected 9/16/08 Sample Matrix Water
Date Received 9/18/08 Lab File ID GAS091916
DatePrepaied 9/19/08 Method Blank GB091908
Date Analyzed 9/19/08 Prep Factor 1 000
Percent Moisture NA Dilution Factor 1 00
Method RSKSOP175M RSKSOP-175M HEADSPACE
Prep Method RSKSOP175M Units mg/L
Analytes CAS Numbei Result LQL
Ethane 74-84 0 U 0 0016
Ethene 74-85 1 U 0 0024
Methane 74 82 8 0 11 0 00080
m
Analyst Approved
Qualifiers See the case narrative for a discussion Qualifiers
B Analyte detected in the Method Blank, value not subtracted from result
E Extrapolated value Value exceeds calibration range
H Prep or Analytical holding tune exceeded Defiiutioiis
S Spike Recovery outside acceptance limits
X See case narrative
* Value exceeded the Maximum Contamination Level (MCL) TCLP limit, or if
compound is undetected LQL exceeds MCL
U Analyte not detected at or above the
reporting lumt
J Estimated value below the LQL
NA Not Applicable
LQL Lower Quantitation Limit
MDL Method Detection Limit
Surr Surrogate Standard
Pnnt Date 9/24/08
Evergreen Analytical, Inc
4036 Youngfield Street, Wheat Ridge, Colorado 80033-3862
[phone]
m w
Client Sample ID GP-12@5-] 5 Lab Work Ordei 08-7119
Client Project ED Quality Lmen P0# 86378 Lab Sample 11) 08-7119 02A
Date Collected 9/16/08 Sample Matrix Water
Date Received 9/18/08 Lab File ID GAS092308
DatePiepared 9/23/08 Method Blank GB092308
Date Analyzed 9/23/08 Pi ep Factor 1 000
Percent Moistui e NA Dilution Factor 1 00
Method RSKSOP175M RSKSOP-175M HEADSPACE
Prep Method RSKSOP175M Units mg/L
Analytes CAS Number Result LQL
Ethane 74 84 0 U 0 0016
Ethene 74 85-1 0 0033 0 0024
Methane 74-82-8 0 16 0 00080
Analyst Appioved
Qualifiers See tlie case narrative for a discussion
B Analyte detected m the Method Blank, value not subtracted from result
E Extrapolated value Value exceeds cahbration range
H Prep or Analytical holding time exceeded
S Spike Recovery outside acceptance limits
X See case narrative
* Value exceeded the Maxunum Contamination Level (MCL) TCLP limit or if
compound is undetected LQL exceeds MCL
Qualifiers
Defliutioiis
U Analyte not detected at or above the
reportmg limit
J Estimated value below the LQL
NA Not Applicable
LQL Lower Quantitation Lumt
MDL Method Detection Limit
SUIT Surrogate Standard
Pnnt Date 9/24/08
m
QUALITY ASSURANCE REPORTS
METHOD BLANKS (MB)
LABORATORY CONTROL SPIKES (LCS)
MATRIX SPIKES (MS/MSD)*
DUPLICATES (DUP)*
For Metals or Wet Chemistry analyses only included if requested
Evergreen Analytical, Inc Date 19-Sep-08
WorkOrdei 08-7119
Client Project ID Quality Lmen
ANALYTICAL QC SUMMARY REPORT
BatchID GAS091908
Sample ID GB091908 SampType MBLK TestCode MEEP_W Run ID FID4_080919A Prep Date 9/19/08 Units mg/L
Batch ID GAS091908 TestNo RSKSOP175 FllelD GAS091904 Analysis Date 9/19/08 SeqNo 743407
Analyte Result LQL SPK value SPKRefVal %REC LowLimit HighLimit RPDRefVal %RPD RPDLimit Qual
Ethane U 0 0016
Ethene U 0 0024
Methane U 0 00080
Sample ID LCS091908 SampType LCS TestCode MEEP_W Run ID FID4_080919A Prep Date 9/19/08 Units mg/L
Batch ID GAS091908 TestNo RSKSOP175 FllelD GAS091905 Analysis Date 9/19/08 SeqNo 743408
Analyte Result LQL SPK value SPKRefVal %REC Low^Limit HighLimit RPDRefVal %RPD RPDLimit Qual
Ethane 1 126 0 016 0 9548 0 118 70 130 0 0
Ethene 1 245 0 024 0 8913 0 140 70 140 0 0
Methane 0 5861 0 0080 0 5094 0 115 70 130 0 0
Sample ID LCSD091908 SampType LCSD TestCode MEEP_W Run ID FID4_080919A Prep Date 9/19/08 Units mg/L
Batch ID GAS091908 TestNo RSKSOP175 FllelD GAS091906 Analysis Date 9/19/08 SeqNo 743409
Analyte Result LQL SPK value SPKRefVal %REC Low^Limit HighLimit RPDRefVal %RPD RPDLimit Qual
Ethane 1 13 0 016 0 9548 0 118 70 130 1 126 0 378 30
Ethene 1 326 0 024 0 8913 0 149 70 140 1 245 6 29 30 S
Methane 0 5789 0 0080 0 5094 0 114 70 130 0 5861 1 24 30
Sample ID 08 7018-01FMS SampType MS TestCode MEEP_W Run ID FID4_080919A Prep Date 9/19/08 Units mg/L
Batch ID GAS091908 TestNo RSKSOP175 FllelD GAS091908 Analysis Date 9/19/08 SeqNo 743398
Analyte Result LQL SPK value SPKRefVal %REC LowLimit HighLimit RPD Ref Val %RPD RPDLimit Qual
Ethane 0 944 0 016 0 9548 0 98 9 70 130 0 0
Ethene 1 Oil 0 024 0 8913 0 113 70 140 0 0
Methane 0 5101 0 0080 0 5094 0 100 70 130 0 0
Qualifiers U Not detected at or above the Reportmg Lirmt
J Analyte detected below quantitation limits
S Spike Recovery outside acceptance limits
E Extrapolated value value exceeds calibration range
R RPD outside acceptance limits
B Analyte detected m the associated Method Blank
H Prep or analytical holdmg time exceeded
X See case narrative
Work Order 08-7119
Client Project ID Quality Lmen ANALYTICAL QC SUMMARY REPORT
BatchID GAS091908
Sample ID 08 7018-01FMSD SampType MSD TestCode MEEP_W Run ID FID4. .080919A Prep Date 9/19/08 Units mg/L
Batch ID GAS091908 TestNo RSKSOP175 FllelD GAS091909 Analysis Date 9/19/08 SeqNo 743399
Analyte Result LQL SPK value SPK Ref Val %REC LovifLimit HighLimit RPDRefVal %RPD RPDLimit Qual
Ethane 0 9256 0 016 0 9548 0 96 9 70 130 0 944 1 98 30
Ethene 0 9846 0 024 0 8913 0 110 70 140 1 Oil 2 69 30
Methane 0 5034 0 0080 0 5094 0 98 8 70 130 0 5101 1 33 30
Qualifiers U Not detected at or above the Reporting Limit
J Analyte detected below quantitation lirmts
S Spike Recovery outside acceptance limits
E Extrapolated value value exceeds calibration range
R RPD outside acceptance limits
B Analyte detected m the associated Method Blank
H Prep or analytical holdmg tune exceeded
X See case narrative
Woik Order 08-7119
Client Project ID Quality Lmen P0# 86378 ANALYTICAL QC SUMMARY REPORT
BatchID GAS092308
Sample ID GB092308 SampType MBLK TestCode MEEP_W Run ID FID4_080923A Prep Date 9/23/08 Units mg/L
Batch ID GAS092308 TestNo RSKSOP175 FllelD GAS092305 Analysis Date 9/23/08 SeqNo 7448G7
Analyte Result LQL SPK value SPKRefVal %REC LowLimit HighLimit RPDRefVal %RPD RPDLimit Qual
Ethane U 0 0016
Ethene U 0 0024
Methane u 0 00080
Sample ID LCS092308 SampType LCS TestCode MEEP_W Run ID FID4_080923A Prep Date 9/23/08 Units mg/L
Batch ID GAS092308 TestNo RSKSOP175 FllelD GAS092306 Analysis Date 9/23/08 SeqNo 744868
Analyte Result LQL SPK value SPKRefVal %REC Lovi'Limit HighLimit RPDRefVal %RPD RPDLimit Qual
Ethane 1 044 0 016 0 9548 0 109 70 130 0 0
Ethene 1 163 0 024 0 8913 0 130 70 140 0 0
Methane 0 5432 0 0080 0 5094 0 107 70 130 0 0
Sample ID LCSD092308 SampType LCSD TestCode MEEP_\W Run ID FID4_080923A Prep Date 9/23/08 Units mg/L
Batch ID GAS092308 TestNo RSKSOP175 FllelD GAS092307 Analysis Date 9/23/08 SeqNo 744869
Analyte Result LQL SPK value SPKRefVal %REC LowLimit HighLimit RPD Ref Val %RPD RPDLimit Qual
Ethane 1 023 0 016 0 9548 0 107 70 130 1 044 2 09 30
Ethene 1 124 0 024 0 8913 0 126 70 140 1 163 345 30
Methane 0 5251 0 0080 0 5094 0 103 70 130 0 5432 3 39 30
Sample ID 08 7175 01BMS SampType MS TestCode MEEP_W Run ID FID4_080923A Prep Date 9/23/08 Units mg/L
Batch ID GAS092308 TestNo RSKSOP175 FllelD GAS092329 Analysis Date 9/23/08 SeqNo 744847
Analyte Result LQL SPK value SPKRefVal %REC LowLimit HighLimit RPDRefVal %RPD RPDLimit Qual
Ethane 0 9092 0016 0 9548 0 95 2 70 130 0 0
Ethene 0 9992 0 024 0 8913 0 112 70 140 0 0
Methane 0 4778 0 0080 0 5094 0 93 8 70 130 0 0
Qualifiers U Not detected at or above the Reporting Limit
J Analyte detected below quantitation limits
S Spike Recovery outside acceptance limits
E Extrapolated value value exceeds calibration range
R RPD outside acceptance linuts
B Analyte detected m the associated Method Blank
H Prep or analytical holdmg tune exceeded
X See case narrative
at t
Work Order 08-7119
Client Project ID Quality Linen P0# 86378 ANALYTICAL QC SUMMARY REPORT
BatchID GAS092308
Sample ID 08 7175 01BMSD SampType MSD TestCode MEEP_W Run ID FID4_080923A Prep Date 9/23/08 Units mg/L
Batch ID GAS09230S TestNo RSKSOP175 FllelD GAS092330 Analysis Date 9/23/08 SeqNo 744848
Analyte Result LQL SPK value SPK Ref Val %REC LowLimit HighLimit RPDRefVal %RPD RPDLimit Qual
Ethane 0 9079 0 016 0 9548 0 95 1 70 130 0 9092 0144 30
Ethene 0 9919 0 024 0 8913 0 111 70 140 0 9992 0 738 30
Methane 0 4771 0 0080 0 5094 0 93 7 70 130 0 4778 0128 30
Qualifiers U Not detected at or above the Reportmg Lumt
J Analyte detected below quantitation lumts
S Spike Recovery outside acceptance limits
E Extrapolated value value exceeds calibration range
R RPD outside acceptance Imuts
B Analyte detected m the associated Method Blank
H Prep or analytical holdmg time exceeded
X See case narrative
Report page total including this page t^f
Evergreen "-J
y^S^ Ana/ytica/
^ ^ Laboratory
October 06, 2008
Elona Hayward
American West Analytical Laboratones
463 West 3600 South
Salt Lake City, UT 84115
Lab Work Order 08-7236
Client Project ID
Dear Elona Hayward
Enclosed are the analytical results fcr the samples shown m the Laboratory Work Order
Summary The invoice is included with this report or has been mailed to another party
as indicated on the chain of custody
The enclosed data for testing performed at Evergreen Analj^ical Laboratory (EAL) have
been reviewed for quality assurance A case narrative is mcluded to descnbe any
anomalies associated with the samples or data
EAL will dispose of all samples one month from the date of this letter If you want
samples retumed, please advise us by mail or fax as soon as possible
A copy of this project report and supporting data will be retained for a period of five
years unless we are otherwise advised by you A document retneval charge will apply
Thank you for using the services of Evergreen Analytical If you have any questions
concerning the analytical data, please contact me Please direct other questions to Client
Services
Sincerely.
Kapne HoUman/Carl Smits
Quality Assurance
khollman@evergreenanalytical com
Evergreen Analytical, Inc 4036 Youngfield St Wheat Ridge, CO 80033-3862 [phone] FAX [phone]
3ii
WORK ORDER Summary Evergreen Analytical, Inc. 08-7236
Rpt To Elona Hayward
American West Analytical Laboratories
463 West 3600 South
Salt Lake City UT84115
[phone]
Fax To Elona Hayward
Email To elona@awal labs com
Email To rebelcah@awal labs com
FX [phone]
Client Project ID
QC Level Level I
10/6/2008 3 20 00 PM
Comments
Sample ED Client Sample ID Matrix
Collection
Date
Date
Received Test Code Test Name Hold MS
Date
Due
Hold
Time
08 7236 OlA GP 12/15 20 Water 9/17/08 0940 9/23/08 MEEP_W * RSK175M Methane • • 10/07/08 10/01/08
08 7236 02A GP-18/5 15 Water 9/17/08 1000 9/23/08 MEEP_W * RSK175M Methane • • 10/07/08 10/01/08
Deflnitions Test Code has a Select List Page 1 of 1
5S2
American West Analytical Laboratories
Client
Address
Project Name
PO#
Amencan West Analytical Laboratories
463 W 3600 S
Salt Lake City UT 84115
86413
Chain of Custody
Contact Elona Hayward
Lab Sample Set #
Phone [phone]
Fax [phone]
Email e]om(5Hvval labs com
rebekah((i.awal-labs com
Page 1 of 1
QC Level
Turn Around Time
Standard
Sample ID
GP-12 / 15 20"
GP-18 / 5 15"
Date Sampled
9/17/2008
9/17/2008
Time
9 40
10 00
aq
aq
W0# BOF#
C'S(O) ^'<- C/S(l)_
Seals present Y/N/NA Intact Y/N
Presy^/NA HdSpY/MfNA Loc
Tennp (C) "Z- C Container By <^
Comments
Samples Were
hipped or hand dehvered
oabicnt or Chilled
mpcraturc
eceived Broken/Leaking
mproperly Sealed)
Y N
5 Properly Preserved
y N
6 Received Within
Holding Times
Y N
Please contact Rebekah Winkler at AWAL with questions [phone]
COG Tape Was
1 Present on Outer Package
Y N NA
2 Unbroken on Outer Package
Y N NA
3 Present on Sample
Y N NA
4 Unbroken on Sample
Y N NA
Samples sent to Evergreen Analytical
Appropriate Utah state certifications required
Discrepancies Between Sample
Labels and COC Record?
Y N
Special Instructions Include project name and PO# on final report and invoice Email results to both Elona and Rebekah
Received by Signature Dale
Time ' Pnnt Name _ Time
Relinquished by Signature Date Received by Signnfure ^ ^ ^1 ^—
Pnnt Name Time PnniName —'-~>.V_^ . Time
m w
Evergreen Analytical, Inc J^^^e 06-Oct-08
Ghent Project ID
Lab Order 08 7236 CASE NARRATIVE
SAMPLE RECEIVING
Custody seals were present and intact
The temperature ofthe sample(s) upon arrival was 2 5 °C
Sample(s) were received m good condition, in the proper container, and withm holding times
VOC sample(s) were marked as preserved on the bottle labels
VOC sample(s) were received with no headspace present JD
QUALITY ASSURANCE (QA)
Analyses performed on samples in this work order by EAL meet the requirements of the EAL Quality
Assurance Program unless otherwise explamed Analyses of RCRA samples meet the requirements of
NELAC and Utah Rule R444-14 unless otherwise explained JE
CLIENT SERVICES
There are no anomalies to report JB
GAS CHROMATOGRAPHY
Method RSKl 75 There are no anomahes to report VM
Print Date 10/6/2008
Evergreen Analytical, Inc
4036 Youngfield Street, Wheat Ridge, Colorado 80033-3862
[phone]
Client Project ID Lab Order
Units
08 7236
mg/L
Method RSKSOP175M
Lab D) Client ID Matnx
RSKSOP-175M Headspace
Methane
Date Collection Date
Received Date Prenai ed
Prep Method RSKSOP175M
Date
Analyzed Results LQL DF
08-7236-OlA GP-12/15-20
08-7236-02A GP-18/5-15
Water
Water
9/23/08 9/17/08
9/23/08 9/17/08
9/24/08
9/24/08
9/24/08
9/24/08
0 99 0 0080
U 0 00080
10
1
Comments
VM
Analyst ''Approved
Qualifiers J Indicates an estimated value when the compound is detected, but is below the LQL
H Sample analysis exceeded analytical holding time
U Compound analyzed for but not detected
X See case narrative
* Value exceeds Maximum Contamination Level(MCL) TCLP limit or if
compound is undetected LQL exceeds MCL
Defiiutions DF Dilution Factor
LQL Lower Quantitation Limit
Print Date 9/25/08
QUALITY ASSURANCE REPORTS
METHOD BLANKS (MB)
LABORATORY CONTROL SPIKES (LCS)
MATRIX SPIKES (MS/MSD)*
DUPLICATES (DUP)*
For Metals or Wet Chemistry analyses only included if requested
5iS
Evergreen Analytical, Inc Date 25-Sep-08
Work Order 08-7236
Client Project ID
ANALYTICAL QC SUMMARY REPORT
BatchID GAS092408
Sample ID GB092408 SampType MBLK TestCode MEEP_W Run ID FID4_080924A Prep Date 9/24/08 Units mg/L
Batch ID GAS092408 TestNo RSKSOP175 FllelD GAS092404 Analysis Date 9/24/08 SeqNo 745131
Analyte Result LQL SPK value SPKRefVal %REC Lov\/Limit HighLimit RPDRefVal %RPD RPDLimit Qual
Methane U 0 00080
Sample ID LCS092408 SampType LCS TestCode MEEP_W Run ID FID4_080924A Prep Date 9/24/08 Units mg/L
Batch ID GAS092408 TestNo RSKSOP175 FllelD GAS092405 Analysis Date 9/24/08 SeqNo 745132
Analyte Result LQL SPK value SPK Ref Val %REC LowLimit HighLimit RPDRefVal %RPD RPDLimit Qual
Methane 0 5474 0 0080 0 5094 0 107 70 130 0 0
Sample ID LCSD092408 SampType LCSD TestCode MEEP_W Run ID FID4_080924A Prep Date 9/24/08 Units mg/L
Batch ID GAS092408 TestNo RSKSOP175 FllelD GAS092406 Analysis Date 9/24/08 SeqNo 745133
Analyte Result LQL SPK value SPKRefVal %REC LowLimit HighLimit RPD Ref Val %RPD RPDLimit Qual
Methane 0 5392 0 0080 0 5094 0 106 70 130 0 5474 1 51 30
Sample ID 08 7280-03IMS SampType MS TestCode MEEP_W Run ID FID4_080924A Prep Date 9/24/08 Units mg/L
Batch ID GAS092408 TestNo RSKSOP175 FllelD GAS092416 Analysis Date 9/24/08 SeqNo 745128
Analyte Result LQL SPK value SPKRefVal %REC LowLimit HighLimit RPDRefVal %RPD RPDLimit Qual
Methane 0 455 0 0080 0 5094 0 89 3 70 130 0 0
Sample ID 08 7280-03IMSD SampType MSD TestCode MEEP_W Run ID FID4_080924A Prep Date 9/24/08 Units mg/L
Batch ID GAS092408 TestNo RSKSOP175 FllelD GAS092417 Analysis Date 9/24/08 SeqNo 745127
Analyte Result LQL SPK value SPKRefVal %REC LowLimit HighLimit RPD Ref Val %RPD RPDLimit Qual
Methane 0 4738 0 0080 0 5094 0 93 70 130 0 455 4 04 30
Qualifiers U Not detected at or above the Reportmg Limit
J Analyte detected below quantitation limits
S Spike Recovery outside acceptance limits
E Extrapolated value value exceeds calibration range
R RPD outside acceptance limits
B Analyte detected m the associated Method Blank
H Prep or analytical holdmg time exceeded
X See case narrative
Report page total including this page ^
ten Evergreen
Analytical
Laboratory - AnAccutest Company
March 09,2009
Elona Hayward
Amencan West Analj^cal Laboratories
463 West 3600 South
Salt Lake City, UT 84115
Lab Work Order 09-1251
Client Project ID
Dear Elona Hayward
Enclosed are the analytical results for the samples shown in the Laboratory Work Order
Summary The invoice is mcluded with this report or has been mailed to another party
as mdicated on the chain of custody
The enclosed data for testmg performed at Evergreen Analytical Laboratory (EAL) have
been reviewed for quality assurance A case narrative is mcluded to descnbe any
anomahes associated with the samples or data
EAL will dispose of all samples 44 days from the sample receipt date If you want
samples retumed, please advise us by mail or fax as soon as possible
A copy of this project report and supportmg data will be retamed for a penod of five
years unless we are otherwise advised by you A document retneval charge will apply
Thank you for usmg the services of Evergreen Analytical If you have any questions
concermng the analytical data,-please contact me Please direct other questons to Client
Services
Sincerely,
Joseph J Egry IV/ Carl Smits
Quality Assurance
Evergreeri'AnalytTcal, Inc'4036 ToungfieId"St" Wfieaf Ridger CO 80033-3862"(303) "425 6021-FAX [phone]
WORK ORDER Summary Evergreen Analytical, Inc. 09-1251
RptTo Elona Hayward Email To elona@awal-labs com
Amencan West Analytical Laboratones Email To rebekah@awal-labs com
463 West 3600 South
Salt Lake City UT 84115
[phone]
Client Project ID
QC Level Level I
3/9/2009 1 12 27 PM
Comments
Sample ID Client Sample ID Matnx
Collection
Date
Date
Received Test Code Test Name Hold MS
Date
Due
Hold
Time
09-1251-OlA MW-5 Water 2/24/09 1402 2/26/09 MEEP_W* RSK175M MEE • • 3/12/09 3/10/09
09-1251-02A MW-6S Water 2/24/09 1535 2/26/09 MEE3?_W * RSK175M MBS • • 3/12/09 3/10/09
Deflnitions * Test Code has a Select List Pagel of 1 I
American West Ancdytical Laboratones
Client Amencan West Anals^cal Laboratones
Address 463 W 3600 S
Salt Lake City, UT 84115
Project Name
PO# 89059
Cham of Custody
Contact Elona Hayward
[phone]
[phone]
elona(aiawal-labs com
rebckahf?gawal-labs com
Lab Sample Set #
Phone
Fax
Email
Page 1 of 1
QC Level
Turn Around Time
Standard
W0#
C/S(0).
nC(,\^S\ BOF#
C/S(I)J2-J-^
Seals preseal5?N/NA IntacOl
Pre^/NA HdSpY/fi^'^V>Loc
Temptc) ^j^Contamer By ^,^1^
Sample ID
MW-5
MW-6S
Date Sampled
2/24/2009
2/24/2009
Tmie
14 02
15 35
aq
aq
Comments
61
(it-
>"r j-HoIding-Tinies v j - i
l»f presfcBt o^i Outer PatlSg&
2 Unbroken pn Oater Package
Please contact Rebekah Wmkler at AWAL with questions [phone]
13
14
IS
S&jples^lnttp'^Eyergreenj.^
Appropriate Utah state certifications required
Discrepancies Between iSample
Ubel? Uid COCRecord?
Special Instructions Include project name and PO# on final report and invoice Email results to both Elona and Rebekah
Received by Signature Date
Time '.^ ' Prwt Name Tune
Relinquished by Sgnoture Date Received by- Sigitoiura X / jf 1/1 f^"^
Prtri.Name Time PnntKame / , ^ / Time , . , /"
Evergreen Analytical, Inc. Date 09-Mai-09
Lab Order 09-1251
Client Project ID CASE NAJRRATIVE
SAMPLE RECEIVING
Custody seals were present and mtact
The temperature of the sample(s) upon amval was 5 8°C
Sample(s) were received m good condition, m the proper contamer, and withm holdmg tunes
VOC sample(s) were marked as preserved on the bottle labels
VOC sample(s) were received with no headspace present JD
QUALITY ASSURANCE (QA)
Analyses perfonned on samples m this work order by EAL meet the requirements of the EAL Quality
Assurance Program unless otherwise explamed Analyses of RCRA samples meet the requirements of
NELAC and Utah Rule R444-14 unless otherwise explamed CMS
CLIENT SERVICES
There are no anomahes to report RAK
GAS CHROMATOGRAPHY
Method RSKl 75 There are no anomalies to report VM
Evergreen Analytical, Inc.
4036 Youngfield Street, Wheat Ridge, Colorado 80033 3862
[phone]
Client Sample ED MW 5 Lab Work Order 09 1251
Client Proiect ID Lab Sample ID 09-1251 01
Date Collected 2/24/09 Sample Matrix Water
Date Received 2/26/09
RSKSOP-175M HEADSPACE
Method RSKSOP175M Prep Method RSKSOP175M
Date Prepared 3/5/09 Lab File ID GAS030509 Dilution Factor 1
Date Analyzed 3/5/09 Method Blank GB030509 Lab Fraction ID 09-1251-01A
Analytes CAS Number Result LQL Units
Ethane 74-84-0 U 0 0016 mg/L
Ethene 74-85-1 U 0 0024 mg/L
Methane 74-82-8 0 052 0 00080 mg/L
VM
Analyst y Approved
Qualifiers B Analyte detected JD the associated Method Blank value not subtracted £rom result
E Extrapolated value Value exceeds cahbration range
H Sample analysis exceeded analytical holding time
J Indicates an estimated value when the compound is detected but is below the LQL
S Spike Recovery outside accepted lumts
U Compound analyzed for but not detected
X See case narrative
* Value exceeded the Maximum Contamination Level (MCL) TCLP hmit or if
compouad is undetected LQL exceeds MCL.
Definitions NA NotApphcable
LQL Lower Quantitatioa Limit
Surr - Sunogate
Print Date 3/6/2009
0
0^
-METHANE 0 468
^PROPANE (S) 2 018
External Standard Report
Data File Name
Operator
Instrument
Sample Name
Run Time Bar Code
Acquired on
Report Created on
Last Recalib on
Multiplier
Sample Info
C \HPCHEM\1\DATA\GAS0305\009F0101 D
\
Virginia Meyer
FID4ALGAS
09-1251-OlA
05 Mar 09 02 49 PM
05 Mar 09 02 52 PM
06 JAN 09 09 47 AM
1
SAMP MEEP_W
DF=1
Injected 500 ul
Sig 1 m C \HPCHEM\1\DATA\GAS0305\009F0101 D
Ret Time Area Type Width Ref# rawvppm
Page Number
Vial Number
Injection Number
Sequence Line
Instrument Method
Analysis Method
Sample Amount
ISTD Amount
Name
1
9
1
1
GAS0106 MTH
GAS0106 MTH
0
I I I
0 468 28838 VB 0 040
0 854 * not found *
1 008 * not found *
2 018 67821 BV 0 135
1
351 302 METHANE
ETHENE
ETHANE
299 271 PROPANE (S)
Not all calibrated peaks were found
Evergreen Analytical, Inc
4036 Youngfield Street, Wheat Ridge, Colorado 80033 3862
[phone]
Client Sample ID MW-6S
Client Protect ID
Date Collected 2/24/09
Date Received 2/26/09
Lab Work Order 09-1251
Lab Sample ID 09-1251-02
Sample Matrix Water
Method RSKSOP175M
RSKSOP 175M HEADSPACE
Prep Method RSKSOP175M
Date Prepared 3/5/09
Date Analyzed 3/5/09
LabFdelD GAS030510 Dilution Factor 1
Method Blank GB030509 Lab Fraction ID 09-1251 02A
Analytes CAS Number Result LQL Units
Ethane 74-84 0 U 0 0016 mg/L
Ethene 74-85 1 U 0 0024 mg/L
Methane 74-82 8 0 20 0 00080 mg/L
VM
Analyst / Approved
Qualifiers B Analyte detected in the associated Method Blank value not subtracted £rom result
E Extrapolated value Value exceeds cahbrabon range
H Sample analysis exceeded analytical holdmg time
J Indicates an estimated value when the compound is detected but is below the LQL
S Spike Recovery outside accepted limits
U - Compound analyzed for but not detected
X See case narrative
* Value exceeded the Maximum Contamination Level (MCL) TCLPtonit or if
compound is undetected LQL exceeds MCL.
Defhutions NA NotApphcable
LQL - Lower Quantitation Lmut
SUIT Surrogate
Print Date 3/6/2009
0
I
0^
_l I L-
-METHANE 0 473
>PROPA>ffi (S) 2 025
External Standard Report
Data File Name
Operator
Instrument
Sample Name
Run Time Bar Code
Acquired on
Report Created on
Last Recalib on
Multiplier
Sample Info
C \HPCHEM\1\DATA\GAS0305\010F0101 D
Virginia Meyer
FID4ALGAS
09-1251-02;^
05 Mar 09 02 53 PM
05 Mar 09 02 57 PM
06 JAN 09 09 47 AM
1
SAMP MEEP_W
DF=1
Injected 500 ul
Sig 1 m C \HPCHEM\1\DATA\GAS0305\010F0101 D
Ret Time Area Type Width Ref# rawvppm
I I 1 I 1—X.-
Page Number
Vial Number
Injection Number
Sequence Line
Instrument Method
Analysis Method
Sample Amount
ISTD Amount
Name
1
10
1
1
GAS0106 MTH
GAS0106 MTH
0
0 473 108452 VB 0 040 l\
0 854 * not found * 1
1 008 * not found * 1
2 025 60642 BB 0 135 1
1354 228 METHANE
ETHENE
ETHANE
267 858 PROPANE (S)
Not all calibrated peaks were found
QUALITY ASSURANCE REPORTS
METHOD BLANKS (MB)
LABORATORY CONTROL SPIKES (LCS)
MATRIX SPIKES (MS/MSD)*
DUPLICATES (DUP)*
• For Metals or Wet Chemistry analyses only included if requested
Eveigreen Analytical, Inc Date 06-Mai-09
Work Order 09-1251
Client Project ID ANALYTICAL QC StHMMARY REPORT
BatchID GAS030509
Sample ID GB030509 SampType MBLK TestCode MEEP_W Run ID FID4_090305A Prep Date 3/5/2009 Units mg/L
Batch ID GAS030509 TestNo RSKSOP175 FllelD GAS030504 Analysis Date 3/5/2009 SeqNo 808835
Analyte Result LQU SPK value SPK Ref Val %REC LowLimit HighLimit RPD Ref Val %RPD RPDLimit Qual
Ethane U 0 0016
Ethene U 0 0024
Methane U 0 00080
Sample ID LCS030509 SampType LCS TestCode MEEP_W Run ID FID4_090305A Prep Date 3/5/2009 Units mg/L
Batch ID GAS030509 TestNo RSKSOP175 FllelD GAS030505 Analysis Date 3/5/2009 SeqNo 808836
Analyte Result LQL SPK value SPK Ref Val %REC LowLimit HighLimit RPD Ref Val %RPD RPDLimit Qual
Ethane 1 089 0 016 0 9548 0 114 70 130 0 0
Ethene 1 227 0 024 0 8913 0 138 70 140 0 0
Methane 0 5586 0 0080 0 5094 0 110 70 130 0 0
Sample ID 09-1370-01AMS SampType MS TestCode MEEP_W Run ID FID4_090305A Prep Date 3/5/2009 Units mg/L
Batch ID GASOSOSOg TestNo RSKSOP175 FllelD GAS030526 Analysis Date 3/5/2009 SeqNo 808832
Analyte Result LQL SPK value SPK Ref Val %REC LowLimit HighLimit RPD Ref Val %RPD RPDLimit Qual
Ethane 0 9656 0 016 0 9548 0 101 70 130 ^ 0 0
Ethene 1 055 0 024 0 8913 0 118 70 140 0 0
Methane 0 5153 0 0080 0 5094 0 02116 97 70 130 0 0
Sample ID 09 1370-01 AMSD SampType MSD TestCode MEEP_W Run ID RD4_090305A Prep Date 3/5/2009 Units mg/L
Batch ID GAS030509 TestNo RSKSOP175 FllelD GAS030527 Analysis Date 3/5/2009 SeqNo 808833
Analyte Result LQL SPK value SPKRefVal %REC LowLimit HighLimit RPDRefVal %RPD RPDLimit Qual
Ethane 0 9997 0 016 0 9548 0 105 70 130 0 9656 3 47 30
Ethene 1 097 0 024 0 8913 ^> 0 123 70 140 1 055 3 92 30
Methane 0 5309 0 0080 0 5094 0 02116 100 70 130 0 5153 2 98 30
Qualifiers U Not detected at or above theB.eportmg Limit
J Analyte detected below quantitation lumts
S Spike Recoveiy outside acceptance limits
E Extrapolated value value exceeds calibration range
R RPD outside acceptance limits
B Analyte detected lu the associated Method 6 lank
H Prep or analytical holding time exceeded
X See case nanative
Report page total including this page
Evergreen
Analytical
Laboratory - An Accutest Company
March 13,2009
Elona Hayward
Amencan West Anal3/tical Laboratones
463 West 3600 South
Salt Lake City, UT 84115
Lab Work Order 09-1370
Client Project ED PO 89098
Dear Elona Hayward
Enclosed are the analytical results for the samples shown in the Laboratory Work Order
Summary The mvoice is mcluded with this report or has been mailed to another party
as mdicated on the cham of custody
The enclosed data for testmg performed at Evergreen Analytical Laboratory (EAL) have
been reviewed for quahty assurance A case narrative is mcluded to descnbe any
anomahes associated with the samples or data
EAL will dispose of all samples 44 days from the sample receipt date If you want
samples retumed, please advise us by mail or fax as soon as possible
A copy of tins project report and supportmg data will be retamed for a penod of five
years unless we are otherwise advised by you A document retneval charge will apply
Thank you for usmg the services of Evergreen Analytical If you have any questions
concermng the analytical data, please contact me Please direct other questions to Ghent
Services
Smcerely,
Joseph J Egry IV/ Carl Smits
Quality Assurance
Ev^greefrAnalyfiralrInr-40
WORK ORDER Summary Evergreen Analytical, Inc. 09-1370
RptTo Elona Hayward
Amencan West Analytical Laboratones
463 West 3600 South
Salt Lake City UT84115
[phone]
Email To elona@awal labs com
Email To rebekah@awal-labs com
Client Project ID PO 89098
QC Level Level I
3/13/2009 8 16 59 AM
Comments
Sample ED Client Sample ID Matnx
Collection
Date
Date
Received Test Code Test Name Hold MS
Date
Due
Hold
Time
09-1370-OlA MW-4m Water 2/25/09 1137 3/03/09 MEEP_W* RSK175M MEE • • 3/17/09 3/11/09
09-1370-02A MW-2d Water 2/25/09 1450 3/03/09 MEEP_W * RSK175M MEE • • 3/17/09 3/11/09
09-1370-03A MW-3S Water 2/25/09 1020 3/03/09 MEEP_W * RSK175M MEE • • 3/17/09 3/11/09
Dellnitions * - Test Code has a Select List Pagel of 1
American West Analytical Laboratories
Client Amencan West Analytical Laboratones
Address 463 W 3600 S
Salt Lake City, UT 84115
Project Name
P0# 89098
Chain of Custody
Contact Elona Hayward
[phone]
[phone]
elona(5iawal-lab& com
rebekah@awal-labs com
Lab Sample Set #
Phone
Fax
Email
Page 1 of 1
QCLevel
Turn Around Time
Standard
Sample ID
MW-4m
MW-2d
MW-3S
Date Sampled
2/25/2009
2/25/2009
2/25/2009
Tune
11 37
14 50
10 20
aq
aq
aq
Comments
BOF#
C/S(0^ " /" C/S(l) — / Uhf
Seals present "^^m Intact Y/N
Pre^/NA HdSp\®/NA Lo&O-
Temp (C) I ^ ContameiHivA««rBy
I I I I I I
Please contact Rebekah Wmkler at AWAL with questions [phone]
M '•v -4r
a.
,3
14
15
gjS^|)l^,sfe:Sit^o"EyCT^eeo7^alj^c^^
Appropriate Utah state certiGcations required
Discrepancies BctweeiLSainplc \
. tyf\ 5 f > ^ -""^i-r
Ldb£U Wi^ COC Recoid?
special Instructions Include project name and PO# on final report and mvoice Email results to both Elona and Rebekah
ReUndtibhed by Signature ifl Received by Signature Date
i^iTttName Time
Relinquished by Signature Date.
PrmtName Time Pnnt Name . ' )^ ^ ^ » Time J.
Evergreen Analytical, Inc. ^""^^ i3-Mar-09
Lab Order 09 1370
Client Project ID PO 89098 CASE NARRATIVE
SAMPLE RECEIVING
Custody seals were not present
The temperature of the sample(s) upon amval was 1 9°C
Sample(s) were received in good condition, m the proper container, and within holding tunes
VOC sample(s) were marked as preserved on the bottle labels
VOC sample(s) were received with no headspace present JD
QUALITY ASSURANCE (QA)
Analyses perfonned on samples m this work order by EAL meet the requirements ofthe EAL Quahty
Assurance Program unless otherwise explained Analyses of RCRA samples meet the requirements of
NELAC and Utah Rule R444-14 unless otherwise explamed TP
CLIENT SERVICES
There are no anomalies to report AE
GAS CHROMATOGRAPHY
Method RSKl 75 (3/5/09) There are no anomahes to report VM
Method RSKl75 (3/6/09) A laboratory control spikes (LCS/LCSD) set was prepared and analyzed
mstead of a matnx spike (MS/MSD) set due to limited sample The laboratory control spike duphcate
(LCSD) recovery for Ethene is above the QC hmits, but the laboratory control spike (LCS) is withm
QC hmits Smce any bias for Ethene is high and the sample is non-detect for Ethene, no further action
IS reqmred There are no other anomahes to report VM/TP
Evergreen Analytical, Inc
4036 Youngfield Street, Wheat Ridge, Colorado 80033-3862
[phone]
Chent Sample ID MW 4m
Chent Proiect ID
Date Collected 2/25/09
Date Received 3/3/09
Lab Work Order 09-1370
Lab Sample ID 09-1370 01
Sample Matnx Water
Method RSKSOP175M
RSKSOP-175M HEADSPACE
Prep Method RSKSOP175M
Date Prepared 3/5/09
Date Analyzed 3/5/09
Lab File ID GAS030516
Method Blank GB030509
Dilution Factor 1
Lab Fraction ID 09-1370 OlA
Analytes CAS Number Result LQL Units
Ethane 74-84-0 U 0 0016 mg/L
Ethene 74-85-1 U 00024 mg/L
Methane 74-82-8 0 021 0 00080 mg/L
Analyst Approved
Qualifiers B - Analyte detected in the associated Method Blank value not subtracted from result
E - Extrapolated value Value exceeds calibration range
H - Sample analysis exceeded analytical holding time
J Indicates an estimated value when the compound is detected but is below the LQL
S - Spike Recovery outside accepted hmits
U - Compound analyzed for but not detected
X - See case narrative
* - Value exceeded the Maximum Contamination Level (MCL) TCLP limit, or if
compound IS undetected LQL exceeds MCL
Deflmtions NA NotApphcable
LQL Lower Quantitation Linut
Surr Surrogate
Print Date 3/6/2009
Evergreen Analytical, Inc
4036 Youngfield Street, Wheat Ridge, Colorado 80033 3862
[phone]
Client Sample ID MW-2d
Client Proiect ID
Date Collected 2/25/09
Date Received 3/3/09
Lab Work Order 09-1370
Lab Sample ID 09-1370-02
Sample Matnx Water
Method RSKSOP175M
RSKSOP-175M HEADSPACE
Prep Method RSKSOP175M
Date Prepared 3/5/09
Date Analyzed 3/5/09
Lab File ID GAS030518
Method Blank GB030509
Dilution Factor 20
Lab Fraction ID 09 1370 02A
Analytes CAS Number Result LQL Units
Ethane 74-84-0 U 0 032 mg/L
Ethene 74 85-1 U 0048 mg/L
Methane 74-82-8 60 0 016 mg/L
VM
Analyst Approved
Qualifiers B - Analyte detected m the associated Method Blank, value not subtracted &om result
B Extrapolated value Value exceeds cahbration range
H - Sample analysis exceeded analytical holding time
J Indicates an estimated value when the compoimd is detected but is below the LQL
S Spike Recovery outside accepted limits
U - Compound analyzed for but not detected
X - See case narrative
* Value exceeded the Maximum Contamination Level (MCL) TCLP limit or if
compound is undetected LQL exceeds MCL
DeGmtions NA NotApphcable
LQL Lower Quantitation Limit
Surr Sunogate
Print Date 3/6/2009
Evergreen Analytical, Inc
4036 Youngfield Street, Wheat Ridge, Colorado 80033-3862
[phone]
Chent Sample ID MW-3s
Chent Project ID
Date Collected 2/25/09
Date Received 3/3/09
Lab Work Order 09 1370
Lab Sample ID 09-1370 03
Sample Matrix Water
Method RSKSOP175M
RSKSOP-175M HEADSPACE
Prep Method RSKS0P17SM
Date Prepared 3/6/09
Date Analyzed 3/6/09
Lab File ID GAS030612 Dilution Factor 20
Method Blank GB030609 Lab Fraction ID 09 1370 03A
Analytes CAS Number Result LQL Units
Ethane 74-84-0 U 0 032 mg/L
Ethene 74-85-1 U 0 048 mg/L
Methane 74-82-8 13 0 016 mg/L
VM
Analyst ^ Approved
Qualifiers B - Analyte detected in the associated Method Blank, value not subtracted &om result
E - Extrapolated value Value exceeds cahbration range
H - Sample analysis exceeded analytical holding time
J Indicates an estimated value when the compound is detected but is below the LQL
S Spike Recovery outside accepted limits
U - Compound analyzed for but not detected
X - See case narrative
* Value exceeded the Maximum Contaimnation Level (MCL) TCLP hmit, or if
compound IS undetected LQL exceeds MCL.
Definitions NA NotApphcable
LQL Lower Quantitahon Limit
Sun Sunogate
Print Date 3/6/2009
QUALITY ASSURANCE REPORTS
METHOD BLANKS (MB)
LABORATORY CONTROL SPIKES (LCS)
MATOX SPIKES (MS/MSD)*
DUPLICATES (DUP)*
For Metals or Wet Chemistry analyses only mcluded if requested
Evergieen Analytical, Inc Date 06-Mar-09
Work Order 09-1370
Chent Project ID
ANALYTICAL QC SUMMARY REPORT
BatchID GAS030509
Sample ID GB030509 SampType MBLK TestCode MEEP_W Run ID FID4_og0305A Prep Date 3/5/2009 Units mg/L
Batch ID GAS030509 TestNo RSKSOP175 FllelD GAS030504 Analysis Date 3/5/2009 SeqNo 808835
Analyte Result LQL SPK value SPK Ref Val %REC LowUmit HighLimit RPD Ref Val %RPD RPDLimit Qual
Ethane U 0 0016
Ethene U 0 0024
Methane U 0 00080
Sample ID LCS030509 SampType LCS TestCode MEEP_W Run ID RD4_090305A Prep Date 3/5/2009 Units mg/L
BatchID GAS03050g TestNo RSKSOP175 FllelD GAS030505 Analysis Date 3/5/2009 SeqNo 808836
Analyte Result LQL SPK value SPKRefVal %REC LowLmit HighUmit RPDRefVal %RPD RPDUmit Qual
Ethane 1 089 0 016 0 9548 0 114 70 130 0 0
Ethene 1 227 0 024 0 8913 0 138 70 140 0 0
Methane 0 5586 0 0080 0 5094 0 110 70 130 0 0
Sample ID 09 1370-01 AMS SampType MS TestCode MEEP_W Run ID FID4_090305A Prep Date 3/5/2009 Units mg/L
Client ID MW-4m Batch ID GAS030509 TestNo RSKSOP175 FllelD GAS030526 Analysis Date 3/5/2009 SeqNo 808832
Analyte Result LQL SPK value SPKRefVal %REC LowLimit HighLimit RPD Ref Val %RPD RPDLimit Qual
Ethane 0 9656 0 016 0 9548 0 101 70 130 0 0
Ethene 1 055 0 024 0 8913 0 118 70 140 0 0
Methane 0 5153 0 0080 0 5094 0 02116 97 70 130 0 0
Sample ID 09 1370-01AMSD SampType MSD TestCode MEEP_W Run ID FID4_090305A Prep Date 3/5/2009 Units mg/L
Client ID MW 4m Batch ID GAS030509 TestNo RSKSOP17S FllelD GAS030527 Analysis Date 3/5/2009 SeqNo 808833
Analyte Result LQL SPK value SPKRefVal %REC LowLimit HighLimit RPDRefVal %RPD RPDLimit Qual
Ethane 0 9997 0 016 0 9548 0 105 70 130 0 9656 3 47 30
Ethene 1 097 0 024 0 8913 0 123 70 140 1 055 3 92 30
Methane 0 5309 0 0080 0 5094 0 02116 100 70 130 0 5153 2 98 30
Qualifiers U Not detected at or above the Repoiting Lmut
J Analyte detected below quantitation hmits
S Spike Recovery outside acceptance lumts
E Extrapolated value value exceeds cahbration range
R RPD outside acceptance hmits
B Analyte detected in the associated Method Blank
H Prep or analytical holding time exceeded
X See case narrative
•a-
Work Order 09-1370
Chent Project ID ANALYTICAL QC SUMMARY REPORT
BatchID GAS030609
Sample ID GB030609 SampType MBLK TestCode MEEP_W Run ID FID4_090306A Prep Date 3/6/2009 Units mg/L
Batch ID GAS030609 TestNo RSKSOP175 FllelD GAS030604 Analysis Date 3/6/2009 SeqNo 808841
Analyte Result LQL SPK value SPK Ref Val %REC LowLimit HighUmit RPD Ref Vai %RPD RPDLimit Qual
Ettiane U 0 0016
Ethene U 0 0024
Methane U 0 00080
Sample ID LCS03060g SampType LCS TestCode MEEP_W Run ID FID4_090306A Prep Date 3/6/2009 Units mg/L
Batch ID GAS030609 TestNo RSKSOP175 FllelD GAS030605 Analysis Date 3/6/2009 SeqNo 808842
Analyte Result LQL SPK value SPKRefVal %REC Lowbmit HighUmit RPDRefVal %RPD RPDLimit Qual
Ethane 1 11 0 016 0 9548 0 116 70 130 0 0
Ethene 1 247 0 024 0 8913 0 140 70 140 0 0
Methane 0 5651 0 0080 0 5094 0 111 70 130 0 0
Sample ID LCSD030609 SampType LCSD TestCode MEEP_W Run ID FID4_090306A Prep Date 3/6/2009 Units mg/L
Batch ID GAS030609 TestNo RSKSOP17S FllelD GAS030611 Analysis Date 3/6/2009 SeqNo 808843
Analyte Result LQL SPK value SPK Ref Val %REC LowLimit HighLimit RPD Ref Val %RPD RPDLimit Qual
Ethane 1 165 0 016 0 9548 0 122 70 130 1 11 4 78 30
Ethene 1 314 0 024 0 8913 0 147 70 140 1 247 5 27 30 S
Methane 0 5927 0 0080 0 5094 0 116 70 130 0 5651 4 76 30
Qualifiers U Not detected at or above the Reporting Limit
J Analyte detected below quantitation hmits
S Spike Recovery outside acceptance hmits
B Extitipolated value, value exceeds cahbration lange
R RPD outside acceptance limits
B Analyte detected m tlie associated Method Blank
H Piep 01 analytical holdmg time exceeded
X See case narrative
Report page total including this page ^
Evergreen
y^S^ Analytical
Laboratory - An Accutest Company
March 12,2009
Elona Hayward
American West Anal5^ical Laboratories
463 West 3600 South
SaltLake City, UT 84115
Lab Work Order 09-1368
Ghent Project ID Quahty Luien/1076-006A
Dear Elona Hayward
Enclosed are the analytical results for the samples shown in the Laboratory Work Order
Sununaiy The mvoice is mcluded with this report or has been mailed to another party
as mdicated on the cham of custody
The enclosed data for testmg performed at Evergreen Analytical Laboratory (EAL) have
been reviewed for quality assurance A case narrative is mcluded to describe any
anomalies associated witli the samples or data
EAL will dispose of all samples 44 days firom the sample receipt date If you want
samples retumed, please advise us by mail or fax as soon as possible
A copy of this project report and supportmg data will be retamed for a period of five
years unless we are otherwise advised by you A document retrieval charge will apply
Thank you for usmg the services of Evergreen Analytical If you have any questions
concermng the analj^cal data, please contact me Please direct other questons to Chent
Services
Sincerely,
Joseph J Egry W/ Carl Smits
Quality Assurance
"Ever^eeh'Analyficalrinc~4036-Y6 80033^3862" (303)-425-=6021- FAX (303)-425-e854"
WORK ORDER Summary Evergreen Analytical, Inc. 09-1368
RptTo Elona Hayward
Amencan West Analytical Laboratories
463 West 3600 South
Salt Lake City, UT 84115
[phone]
Email To elona@awaI-labs com
Email To rebekah@awal-labs com
3/5/2009 8 08 50 AM
Chent Project ID Quahty Lmen/1076 006A
QC Level Level I
Comments
Sample ID Chent Sample D) Matrix
Collection
Date
Date
Received Test Code Test Name Hold MS
Date
Due
Hold
Time
09-1368-OlA MW-2M Water 2/27/09 1300 3/03/09 MEEP W* RSK175M MEE • • 3/17/09 3/13/09
Definitions * Test Code has a Select List Page 1 of 1
American West Analytical Laboratories
Client Amencan West Analytical Laboratones
Address 463 W 3600 S
Salt Lake City. UT 84115
Project Name Quality Linen / 1076 006A
PO# 89134
Chain of Custody
Contact Elona Hayward
Lab Sample Set #
Phone
Fax
Email
[phone]
[phone]
elona(5)awal-labs com
rebekahftfiawal-labs com
Page 1 of 1
QC Level
Turn Around Tune
Standard
10
Sample ID
MW-2M
13
14
IS
Date Sampled
2/27/2009
Time
13 00 aq
Shipp^or hand tH!li*5re<[|i
•-Mm^^d Brokin^ISMlangJ^ 1
Comments
QL
W0#^rJi6l_B0F# ^
r./R(n) KJA c/S (1)^01^
Seals present Y///NA Intact Y/N
Pres//N/NA HdSpY/lWA Loo
Temp (C) / 'T Container By _/}2-
—J I 1 I I I I I
Please contact Rebekah Winkler at AWAL with questions [phone]
Samples fent tpJEx^rgreen, Analytigal
Appropriate ITtah state certiHcations required
fVjftraepton Outer feirage''
2jjtJ^fi^kenl)!k&utek.I>acJcai5e
n - J _ .
'^-'Y N' C;N^
DistfcpSn^qs Between Samplcf
Cabels Sni^COp Rebord?
;C3
Special Instructions Include project name and PO# on final report and invoice Email results to both Elona and Rebekah
Relindui^ed by- Signature I'll 1 •^^ 3-2-(9? Received by Signnlure Date
Pnnt'nnme ' . -la Time . ,
IZ'lO
Aint Atone Tune
Relinquished by Signature Date Keceweo^jj^^g^ur^^y^J^
Pnnt Name Tune Pnnl Name , A. _ ^ . . Time
Evergreen Analytical, Inc Date i3-Mar-09
Lab Order 09-1368
Client Project ID Quality Lmen/1076-006A CASE NARRATIVE
SAMPLE RECEIVING
Custody seals were not present
The temperature of the sample(s) upon amval was 1 9°C
Sample(s) were received in good condition, in the proper container, and within holdmg times
VOC sample(s) were marked as preserved on the bottle labels
VOC sample(s) were received with no headspace present JD
QUALITY ASSURANCE (QA)
Analyses perfonned on samples m this work order by EAL meet the requirements of the EAL Quality
Assurance Program unless otherwise explamed Analyses of RCRA samples meet the requirements of
NELAC and Utah Rule R444-14 unless otherwise explamed TP
CLIENT SERVICES
There are no anomalies to report AE
GAS CHROMATOGRAPHY
Method RSKl75 There axe no anomahes to report VM
Evergreen Analytical, Inc
4036 Youngfield Street, Wheat Ridge, Colorado 80033-3862
[phone]
Chent Sample ID
Chent Proiect ID
Date Collected
Date Received
MW-2M
Quality Lineii/1076 006A
2/27/09
3/3/09
Lab Work Order 09 1368
Lab Sample ID 09-1368 01
Sample Matrix Water
Method RSKSOP175M
RSKSOP-175M HEADSPACE
Prep Method RSKSOP175M
DatePiepared 3/5/09
Date Analyzed 3/5/09
Lab File ID GAS030514
Method Blank GB030509
Dilution Factor 1
Lab Fraction ID 09-1368-OlA
Analytes CAS Number Result LQL Units
Ethane 74 84-0 U 0 0016 mg/L
Ethene 74-85-1 U 0 0024 mg/L
Methane 74 82-8 012 000080 mg/L
Analyst Approved
Qualifiers B Analyte detected m the associated Method Blank, value not subtracted from result
B Extrapolated value Value exceeds calibration range
H Sample analysis exceeded analytical holdmg time
J Indicates an estimated value when the compound is detected, but is below the LQL
S Spike Recoveiy outside accepted hmits
U Compound analyzed for but not detected
X See case narrative
* Value exceeded the Maximum Contamination Level (MCL) TCLP limit, or if
compound IS undetected LQL exceeds MCL.
Defuutions NA NotApphcable
LQL Lower Quantitation Limit
SUIT - Surrogate
Print Date 3/6/2009
HI
QUALITY ASSURANCE REPORTS
METHOD BLANKS (MB)
LABORATORY CONTROL SPIKES (LCS)
MATRIX SPIKES (MS/MSD)*
DUPLICATES (DUP)*
• For Metals or Wet Chemistiy analyses only mcluded if requested
Evergreen Analytical, Inc Date 06-Mar-09
Work Order 09-1368
Client Project ID Quality Linen/1076-006A ANALYTICAL QC SUMMARY REPORT
BatchID GAS030509
Sample ID GB030509 SampType MBLK TestCode MEEP_W Run ID FID4_090305A Prep Date 3/5/2009 Units mg/L
Batch ID GAS03050g TestNo RSKS0P175 FllelD GAS030504 Analysis Date 3/5/2009 SeqNo 808835
Analyte Result LQL SPK value SPKRefVal %REC LowLimit HighLimit RPD Ref Val %RPD RPDLimit Qual
Ethane U 0 0016
Ethene U 0 0024
Methane U 0 00080
Sample ID LCS030509 SampType LCS TestCode MEEP_W Run ID FID4_090305A Prep Date 3/5/2009 Units mg/L
Batch ID GAS030509 TestNo RSKSOP175 FllelD GAS030505 Analysis Date 3/5/2009 SeqNo 808836
Analyte Result LQL SPK value SPK Ref Val %REC Lou/Limit HighLimit RPDRefVal %RPD RPDLimit Qual
Ethane 1 089 0 016 0 9548 0 114 70 130 0 0
Ethene 1 227 0 024 0 8913 0 138 70 140 0 0
Methane 0 5586 0 0080 0 5094 0 110 70 130 0 0
Sample ID 09-1370 01AMS SampType MS TestCode MEEP_W Run ID FID4_090305A Prep Date 3/5/2009 Units mg/L
Batch ID GAS030509 TestNo RSKSOP175 FllelD GAS030526 Analysis Date 3/5/2009 SeqNo 808832
Analyte Result LQL SPK value SPKRefVal %REC Lov\/Limit HighLimit RPDRefVal %RPD RPDLimit Qual
Ethane 0 9656 0 016 0 9548 0 101 70 130 0 0
Ethene 1 055 0 024 0 8913 0 118 70 140 0 0
Methane 0 5153 0 0080 0 5094 0 02116 97 70 130 0 0
Sample ID 09 1370-01AMSD SampType MSD TestCode MEEP_W Run ID F1D4_090305A Prep Date 3/5/2009 Units mg/L
Batch ID GAS030509 TestNo RSKSOP175 FllelD GAS030527 Analysis Date 3/5/2009 SeqNo 808833
Analyte Result LQL SPK value SPK Ref Val %REC LowLimit HighLmit RPDRefVal %RPD RPDLimit Qual
Ethane 0 9997 0 016 0 9548 0 105 70 130 0 9656 3 47 30
Ethene 1 097 0 024 0 8913 0 123 70 140 1 055 3 92 30
Methane 0 5309 0 0080 0 5094 0 02116 100 70 130 0 5153 2 98 30
Qualifiers U Not detected at or above the Reporting Limit
J - Analyte detected below quantitation linuts
S - Spike Recovery outside acceptance himts
B Bxtrapolated value value exceeds cahbration range
R RPD outside acceptance hmits
B Analyte detected in the associated Method Blank
H Prep 01 analyucal holding bme exceeded
X See case narraUve
APPENDIX E
GROUNDWATER MODEL SUMMARY
APPENDIX E
QUALITY LINEN
1076-006B
GROUNDWATER MODEL
E10 Introduction
A three dinnensional mathematical groundwater flow/ and contaminant transport model was constructed of
the Quality Linen site using Visual MODFLOW 4 2 The purpose of the numerical model is to estimate
the stability of the contaminant plumes predict plume movement in the future and to use the model as a
tool to estimate effectiveness of different remedial strategies
Visual MODFLOW is a three-dimensional finite difference groundwater model and utilizes several
engines to model groundwater flow and contaminant transport In this model the MODFLOW-2000
groundwater flow engine with the WHS Solver package (pre-conditioned conjugate gradient stabilized) by
Waterloo Hydrogeologic was used to model groundwater flow The RT3D v2 5 reactive multispecies
transport engine was used model contaminant transport via advection dispersion sorption and
biodegradation Advection was modeled using the implicit GOG solver using the upstream finite
difference method using effective porosity Sorption was modeled using the linear isotherm method
Biodegradation was modeled using the sequential decay reactions method for PCE TCE DCE and VC
E2 0 Model Construction
The Quality Linen site was modeled as a 270-foot by 250-foot area centered on the western portion of
the Quality Linen mam building and the maintenance building The model was rotated 45-degrees to the
northwest to account for the groundwater flow direction which has been found in previous studies to be
predominantly northwest A 4-foot by 4-foot gnd was constructed on top of the model to discretize the
modeling domain for a more effective numencal simulation
Based upon the conceptual model ofthe site constructed after subsurface investigations four probable
contaminant sources have been identified These source zones include
• An approximately 25-foot by 25-foot area in the northwest corner of the Quality Lmen mam
building where dry cleaning machinery was formerly used PCE is the pnmary contaminant of
concern in this area although TCE and other daughter products are also present
• A trench dram withm the Quality Lmen maintenance building where maintenance work on
vehicles and other machinery has taken place TCE is the primary contaminant of concern in the
trench drams but daughter products are also present
• A sump connected to the trench drains within the Quality Lmen maintenance building TCE and
Its daughter products are the mam contaminants of concern in this sump although PCE has also
been detected at this location
• An oil/water separator connected to the ends of the trench drains within the Quality Lmen
maintenance building TCE and its daughter products are the mam contaminants of concern in
the oil/water separator PCE has also been detected at this location but may have originated
from the trench dram or is a product of downgradient advection from the PCE plume detected in
the northwest corner of the Quality Lmen mam building
Concentrations of PCE TCE DCE and VC were input into the numencal model by means of constant
concentration boundaries Source concentrations were specified directly in groundwater by assigning a
concentration to grid nodes based upon the source area chemical concentration data Table E-1 gives a
summary of constant concentration boundanes selected for this model
E2 1 Physical Model Properties
Five soil types were encountered dunng the subsurface investigations of the Quality Lmen site
The soil types included fill matenals (sandy gravel) at the ground surface underlain by brown
clayey sand and then organic nch soft brown to black clay Firm gray clay underlies the organic
rich black clay with 2 to 4-foot lenses of sandy silt found throughout One particular sandy silt
lens was identified in nearly all soil bonngs between 15 and 20 feet below ground surface and is
believed to be contiguous across the site This sandy silt lens also contained the highest
concentrations of contaminants throughout the soil column Figure E-1 shows a three-
dimensional interpretation of the site iithology
Physical model parameters used in the MODFLOW numencal model include hydraulic
conductivity porosity effective porosity specific yield dispersivity and bulk density A
dispersivity value of 15 was chosen for the site This value was based on one-tenth of the length
of the contaminant plume m the Quality Lmen mam building of 150 feet The bulk density used
for all soil layers was 289 kg/ft^ based on the average bulk densities measured dunng the
subsurface investigation and summarized on Table 4 Table E-2 summanzes the soil types and
physical model properties used in the numencal model
E2 2 Flow Boundary Conditions
Dunng subsurface investigations groundwater elevations were measured and a conceptual
potentiometnc surface model was created that showed groundwater movement trending toward
the northwest Dunng construction of the numencal groundwater model the model was turned 45
degrees clockwise to facilitate northwesterly groundwater flow Constant head boundanes with
linear gradients were created on the southeast and northwest sides of the model
E2 3 Chemical Model Properties
Chemical model properties are specific to contaminants of concern at the site For the Quality
Lmen site the mam contaminants of concern are PCE and TCE with their accompanying
daughter products cis 1 2-DCE and VC Chemical properties required for the transport model
include first order decay coefficients and distnbution coefficients
First order decay coefficients {X) are species-specific and are used in solute transport models to
characterize the effect of biodegradation on contaminant migration exclusive of dispersion
advection and sorption Decay coefficients were chosen for the Quality Lmen model based upon
literature values (USEPA 2000) and further refined based upon calibration with existing plume
data Decay coefficients are summanzed in Table E-3 Of note no aerobic decay was included
in this transport model due to the favorable geochemicai conditions encountered throughout the
site for anaerobic decay
Sorption of chemicals onto soil particles is modeled using the distnbution coefficient (Kd) of a
chemical species The distnbution coefficient depends on the chemical s organic carbon partition
coefficient (Koc) (the affinity that a chemical species has for organic carbon) and the soil fraction
of organic carbon (foe) at the site The distnbution coefficient is calculated by
Kd — Koc X foe
The soil fraction of organic carbon for the Quality Lmen site was estimated based upon the mean
of the total organic content analyses done on seven soil samples throughout the site The mean
of these samples was 5215 mg carbon per 1 mg soil which translates to 0 005 kg carbon per kg
soil, or 0 05% The organic carbon partition coefficients for each of the contaminants of concern
for the site were estimated from the USEPA 1996 Soil Screening Guidance document
Distnbution coefficients are summarized in Table E-3
Table E-1
Summary of Constant Concentration Boundaries Used for Groundwater Model
Quality Lmen
1076-006B
Initial PCE Initial TCE Initial CIS 1,2-DCE Initial VC
Depth Range Concentration Concentration Concentration Concentration
Source Source Description (mg/L) (mg/L) (mg/L) (mg/L)
1 Northwest corner of mam building 5'-15' 18 16 3 2 0 14
1 Northwest corner of mam building 15' - 20' 120 17 53 78
2 Trench drain in maintenance building 5'-15' 0 0 014 0 31 0 0016
2 Trench dram in maintenance building 15'-20' 0 0 023 0 33 0 0019
3 Sump in maintenance building 5'-15' 11 0 51 0 26 0 092
3 Sump in maintenance building 15' 20' 44 5 2 66 0 05
4 Oil/water separator in maintenance building 5'-15' 0 46 0 13 0 24 0 18
4 Oil/water separator in maintenance building 15'-20' 0 15 0 1 2 1 0 05
Table E-2
Summary of Physical Model Properties for Groundwater Numerical Model
Quality Lmen
1076-006B
Layer Soil Type Soil Description
Depth Range
(feet)
Hydraulic
Conductivity
(cm/sec)
Porosity
(%)
Effective
Porosity
(%)
Specific
Yield
{%)
1 Fill Medium dense sandy gravel 0-2 5 1x10^ 0 25 0 25 0 25
2 Clayey Sand Brown medium dense clayey sand 25-65 1x10^ 0 25 0 25 0 25
3 Clay Brown to black, soft, organic rich clay 6 5 -16 5 1x10^ 05 03 03
4 Sandy Silt Gray, medium dense sandy silt 16 5 - 24 1x10^ 0 35 0 35 0 35
5 Clay Gray, firm to stiff clay 16 5 - 60 Ixio" 05 03 03
Table E-3
Summary of Chemical Model Properties
for Groundwater Numerical Model
Quality Lmen
1076-006B
Chemical
Species
Decay
Coefficient
(1/yr)
Organic Carbon
Partition
Coefficient
(L/kg)
Distribution
Coefficient
(L/mg)
PCE 1 2 265 133x10^
TCE 09 166 8 30 X10 ^
CIS 1,2-DCE 1 7 35 5 1 76 X10 ^
VC 26 18 6 9 30 X10 ^
QUALITY LINEN GROUNDWATER MODELWEMO76-OO6B
PCE [mg/L] I
0.005 0.01 0.05 0.1 0.5 10 120
APPROXIMATE SCALE (ft.)
20 40
PCE AT 30 YEARS, 15-20 FEET BGS Figure E-1
^WASATCH The use or reuse of this information is restricted to the referenced document unless otherwise authorized.
Wasatch Environmental Copyright 2010
QUALITY LINEN GROUNDWATER MODELWEIIO76-OO6B
TCE [mg/L] I
0.005 0.01 0.05 0.1 0.5 0.75 17
APPROXIMATE SCALE (ft.)
20 40
TCE AT 30 YEARS, 15-20 FEET BGS Figure E-2
^WASATCH
ENVIRONMENTAL
The USB or reuse of this informalion is restricted to the referenced document unless otherwise authorized.
Wasatch Environmental Copyright 2010
QUALITY LINEN GROUNDWATER MODELWEIIO76.OO6B
DCE [mg/L]
.APPROXIMATE SCALE (ft.)
Cis 1,2-DCE AT 30 YEARS, 15-20 FEET BGS Figure E-3
^WASATCH The use or reuse of this information is restricted to the referenced document unless otherwise authorized.
Wasatch Environmental Copyright 2010
QUALITY LINEN GROUNDWATER MODELWEMO76-OO6B
VC [mg/L]
0.002 0.005
VC AT 30 YEARS, 15-20 FEET BGS
APPROXIMATE SCALE (ft.)
20 40
Figure E-4
^WASATCH
ENVIRONMENTAL
The use or reuse of this information is restricted to the referenced document unless otherwise authorized.
Wasatch Environmental Copyright 2010
APPENDIX E
CREDENTIALS

Christina Cheney
ESA Group Manager

PROFESSIONAL EXPERIENCE
Ms. Cheney joined Neil O. Anderson and Associates, a Terracon Company, in
2004. In 2014 she began working for Terracon’s Salt Lake City office. Working
under the guidance of Terracon’s professional engineering staff, which includes
geotechnical engineers, geologists, and geoscientists, she quickly gained
extensive experience in environmental site investigations and remediations.

Her specific expertise includes environmental site assessments; surface and
groundwater contamination assessments, prevention, monitoring and control;
risk assessments and risk reduction recommendations; and other areas of
expertise relating to hazardous substances and/or hazardous waste
management.

Ms. Cheney has 15 years of experience performing Phase I Environmental Site
Assessments (ESAs). She has conducted over 1,000 studies, including auto
shops/gasoline stations, residential properties, dairies, restaurants, industrial
properties, medical facilities, retail properties, and agricultural properties. These
studies have been conducted in Utah, Idaho, Wyoming, Nevada, Washington,
California, Colorado, New Mexico, Missouri, Kansas, Indiana, and Florida,
and have followed ASTM Standard E1527-13 and EPA’s All Appropriate In-
quiry Standard. Phase I ESA report completion is often needed to com-
plete the sale of commercial property. For less suspect properties, she
has performed and managed the Transaction Screen Process, ASTM
Standard E1528-14, and Regulatory Database Reviews, understanding
the limits of those studies recommendations were sometimes needed to
transition to a Phase I ESA when Potential Environmental Conditions should be
more fully researched, evaluated and discussed.

PROJECT EXPERIENCE
Salt Lake City Corporation – Salt Lake City, Utah
Ms. Cheney has managed Phase I ESAs for Salt Lake City Corporation, since
her time in Salt Lake City. She has served as a Project Manager on project and
as Group Manager. She reviewed historical and county records, federal, state,
and local agency databases, conducted interviews, conducted site inspections,
and authored reports.

Salt Lake County
Ms. Cheney has managed Phase I ESAs for Salt Lake County, including
Brownfield Projects. She has served as a Project Manager and Group
Manager on these projects. She reviewed historical and county records,
federal, state, and local agency databases, conducted interviews, conducted
site inspections, identified recognized environmental conditions and authored
reports.

Large, Confidential International Nonprofit Corporation – Throughout United States
Ms. Cheney has managed Phase I ESAs in Utah, Idaho, Wyoming, Florida, and Indiana for this large, confidential
nonprofit international corporation. She reviewed historical and county records, federal, state, and local agency
databases, conducted interviews site inspections, and authored the reports.

EDUCATION
Bachelor of Science, Brigham
Young University, Recreation
Management & Leisure Services,
2002
Associate of Science, Ricks
College, Electronics Engineering
Technology, 1999
Associates of Science, Ricks
College,Computer Systems
Technology, Ricks College, 1999
CERTIFICATIONS
Former Registered Environmental
Assessor #30103 (2008-2012)
AHERA: Building Inspector
WORK HISTORY
Terracon Consultants, Inc., ESA
Group Manager, 2016-Present
Terracon Consultants, Inc., Staff
Environmental Scientist, 2014-2016
Neil O. Anderson & Associates,
Staff Environmental Scientist, 2004-
2014

Christina Cheney (continued)

Confidential – National (2019)
Ms. Cheney managed a multi-site portfolio project for a local law firm with sites in eleven different states. The
project started with Phase I ESAs, and follow-up Phase II sampling for soil vapor, asbestos and mold sampling.

University of Utah – Several locations in Utah
Ms. Cheney served as Project Manager and Group Manager for several Phase I ESAs for the University of Utah.
She has reviewed historical and county records, federal, state, and local agency databases, conducted interviews,
and coauthored the reports.

Murray City RDA - Murray, Utah
Ms. Cheney served as Project Manager and Group Manager for several Phase I ESAs for the City of Murray. She
has reviewed historical and county records, federal, state, and local agency databases, conducted interviews, and
authored the reports.

Windermere Real Estate – Several locations in Utah
Ms. Cheney served as Project Manager and Group Manager for several Phase I ESAs for Windermere Real Estate.
She has reviewed historical and county records, federal, state, and local agency databases, conducted interviews,
and coauthored the reports. Recognized environmental conditions were identified at some of these locations and
a Phase II ESA was recommended.

Wadsworth Development Group – Several locations in Utah
Ms. Cheney served as Project Manager and Group Manager for several Phase I ESAs for Wadsworth Development
Group. She has reviewed historical and county records, federal, state, and local agency databases, conducted
interviews, and authored the reports.

Sears Phase I ESAs - California and Utah
Ms. Cheney served as Project Manager for several concurrent Phase I ESAs for several Sears’ stores in both
California and Utah. Reviewed historical and county records, federal, state, and local agency databases, conducted
interviews, and coauthored the reports. Recognized environmental conditions were identified and, a Phase II ESA
was recommended on several sites.

Ensign Group, Senior Care Facilities - Various Locations in Utah
Ms. Cheney served as Project Manager for several concurrent Phase I ESAs for senior-care facilities in Utah. She
reviewed historical and county records, federal, state, and local agency databases, conducted interviews, and
authored the reports.

Confidential Project – Downtown Salt Lake City, Utah
Ms. Cheney served as Project Manager for this project. She reviewed historical and county records, federal, state,
and local agency databases, conducted interviews, and authored the report. She identified a former gas station at
the site. Recognized environmental conditions were identified and a Phase II ESA was recommended.

Parkway Commons - Murray, Utah
Ms. Cheney served as Project Manager for the Phase I ESAs and limited sampling. Sampling included radon, lead
in water, and asbestos. She reviewed historical and county records, federal, state, and local agency databases,
conducted interviews, and authored the report.

Wells Fargo Bank - Various Locations in Utah
Ms. Cheney served as Project Manager for several Phase I ESAs throughout Utah for Wells Fargo Bank. Visual
and limited sampling for asbestos was included for some of the reports. She reviewed historical and county records,
federal, state, and local agency databases, conducted interviews, and authored the reports.

Christina Cheney (continued)

Cobalt Phase I ESAs - Salt Lake City, Utah
Ms. Cheney served as an assistant for several concurrent Phase I ESAs for several industrial properties in the Salt
Lake Valley. Reviewed historical and county records, federal, state, and local agency databases, conducted
interviews, and coauthored the report. Recognized environmental conditions were identified and, a Phase II ESA
was recommended on several sites.

Madera High School - Madera, California
Provided environmental assessment for the construction of a new high school in Madera. Neil O. Anderson &
Associates acted as the premier agent in performing the Initial Study, Preliminary Environmental Assessment (PEA)
Removal Action (RA) Reports for the site. Ms. Cheney reviewed the Initial Study and worked with the Project
Manager on the write-up of the PEA Workplan, PEA, RA Workplan, and RA reports.

Chinchiolo Stemilt Groundwater Monitoring - Stockton, California
Ms. Cheney served as a staff scientist on this project, which involved quarterly and annual monitoring to the Central
Valley Regional Water Quality Control Board. Responsibilities included creating groundwater contour maps from
groundwater data collected from on-site monitoring wells, calculating the flow direction and hydraulic gradient of
groundwater at the subject property, analyzing and interpreting analytical data, and compiling the quarterly and
annual reports.

Craig D. Eaton, P.G.
Principal / Environmental Department Manager
PROFESSIONAL EXPERIENCE
Mr. Eaton has 23 years of experience providing environmental consulting for a
variety of clients throughout the United States, with emphasis in the Western
states. Mr. Eaton manages the Environmental Department for Terracon’s Salt
Lake City office. Craig has a staff of 17 professionals and is responsible for
more than $5 million in revenue per year. The Salt Lake City Environmental
Department’s core services include:

 Phase I Environmental Site Assessments (ESAs);
 Limited Site Investigations (LSIs) and Phase II ESAs;
 Brownfields Assessment and Cleanup Grant writing and implementation;
 Remediation of impacted soil, water, and soil vapor (including vapor
intrusion mitigation design and installation oversight);
 Asbestos surveys, management planning, bid specification preparation,
and abatement oversight and clearance sampling; and
 Industrial hygiene and worker safety services.

Mr. Eaton’s personal areas of technical expertise include Phase I ESAs; LSIs
and Phase II ESAs; remediation of a variety of impacted sites; Voluntary
Cleanup Program (VCP) projects; Brownfields redevelopment projects;
contaminant vapor investigation and mitigation; underground storage tank
closures and confirmation sampling; all phases of leaking underground storage
tank management, investigations and remediation, including Risk-Based
Corrective Action (RBCA) risk assessments for leaking underground storage
tank sites, air emissions permitting and compliance assistance; and storm water
permitting and compliance assistance.

Mr. Eaton serves as a senior technical lead for Phase I ESAs, Limited Site
Investigations, Risk-Based Corrective Action projects, vapor encroachment and
intrusion assessments and mitigation, and Regulatory Compliance, for which he
is responsible for senior technical guidance, project review, and senior technical
report review. Mr. Eaton is a long-term member of Terracon’s Environmental Site
Assessment Practice Resource Group (PRG), which develops standard report
templates and language, trains assessors and Environmental Professionals, and
develops standard practices. Mr. Eaton was the Chair of the PRG from 2013 to
2018.

Mr. Eaton is a long-term participating member of ASTM International’s E50
Technical Committee for Environmental Assessment, Risk Management and
Corrective Action and the E50 Task Groups for Phase I ESAs (E1527 and
E2247), Property Transaction Screens (E1528), Phase II ESAs (E1903), Vapor
Encroachment Screening (E2600), and Identifying and Complying with
Continuing Obligations (E2790).Mr. Eaton is responsible for the management
and overview of hundreds of environmental site assessments per year and has
participated in thousands of Phase I ESA, LSIs/Phase IIs and remediation
projects in his career.

EDUCATION
Bachelor of Science, Environmental
Earth Science, University of Utah,
1996
REGISTRATIONS
Professional Geologist, State of
Utah, #5313859-2250
CERTIFICATIONS
Soil & Groundwater Sampler, State
of Utah, #GS-1118
Certified UST Consultant, State of
Utah, #CC167
OSHA 40-hour HAZWOPER
SUPPLEMENTAL TRAINING
ASTM LUST Risk-Based Corrective
Action and RBCA Tool Kit; State of
Utah ASTM LUST Risk-Based
Corrective Action and RBCA Tool Kit;
NGWA Applied Transport and Fate
Modeling for Risk-Based Screening
and Cleanup Levels; State of Utah
Air Quality Emission Inventory
Workshop; NWETC Applied
Contaminant Chemistry and
Transport in Soil and Groundwater;
NWETC Monitored Natural
Attenuation of Petroleum and
Chlorinated Hydrocarbons in Soil
and Groundwater

Craig D. Eaton, P.G. (continued)

PROJECT EXPERIENCE
Wood Partners, Alta Gateway VCP - Salt Lake City, Utah
Mr. Eaton is the project manager for the Alta Gateway VCP project, which includes the eastern third of a city block
on the southwest corner of 100 South Street and 500 West Street in Salt Lake City, Utah. In 2013, Mr. Eaton
performed a Phase I ESA on the site that identified RECs associated with historical operations conducted on site
(two historical railroad lines, an historical automobile service station, and the site’s location within Block 64A of the
Salt Lake City Gateway Brownfields Project area), on adjoining properties (an historical gas station and an historical
coal-fired power plant), and in the surrounding area (an historical dry cleaner 250 feet south of the site). Mr. Eaton
subsequently conducted an extensive LSI that defined the extent and degree of soils impacted by PAHs, limited
areas with elevated concentrations of metals, and concentrations of petroleum and solvent contaminants in soil
vapor that exceeded residential cleanup standards. Groundwater was encountered at approximately 10 feet below
the ground surface, but was not adversely impacted by the identified contaminants in soil. Mr. Eaton also
coordinated a pre-demolition asbestos and regulated hazardous materials survey of the three on-site buildings and
helped solicit bids for removal of the identified materials prior to building demolition.

Mr. Eaton helped Wood Partners enroll in Utah’s VCP to address the identified environmental issues at the site.
Under the VCP, Mr. Eaton prepared a Remedial Action Plan (RAP), which included a Sampling and Analysis Plan
and Quality Assurance Project Plan, to remove impacted soils across the entire 3.2-acre site to a depth of 8 feet
below the ground surface and to install a Vapor Mitigation System (VMS) designed by Terracon under Mr. Eaton’s
management for the proposed apartment buildings.
Mr. Eaton prepared bid documents and requested quotes from local remediation construction contractors to
implement the RAP, which Wood Partners used to select a contractor that best met their project objectives and
budget. The PAH-impacted soils were removed and disposed of at ET Technologies’ Soils Regeneration Site,
which performs in situ treatment of impacted soils for subsequent re-use at the Salt Lake Valley Solid Waste
Management Facility landfill. Soils with lower concentrations were approved for direct disposal at the landfill, which
resulted in a significant cost savings to Wood Partners. The VMS incorporated of a multiple-layer vapor barrier in
the building foundations and use of passive venting beneath the barrier system to prevent buildup of contaminant
vapor beneath the buildings.

Removal of impacted soils has been completed, the installation of the vapor barrier has been completed, and the
passive vapor venting system is in place. Mr. Eaton prepared a remediation completion report that documented
the remedial activities completed at the site and as-built drawings of the VMS system.
Mr. Eaton subsequently prepared a Site Management Plan that will be used in perpetuity at the site to ensure the
remedy remains protective of human health at the site. This will include inspections of the VMS to verify it remains
in working order and required steps should future excavation need to be conducted at the boundaries of the site
that could encounter any remaining off-site impacted soils. The site has achieved regulatory closure and Wood
Partners has received their Certificate of Completion.

Centro Civico Mexicano (CCM) Brownfields - Salt Lake City, Utah
CCM, a non-profit organization, is a community civic center dedicated to fostering a greater appreciation and
awareness of the rich heritage and history of Latino culture and enhancing the educational and socioeconomic
wellbeing of Latinos throughout Utah.

Terracon performed a Phase I ESA of the CCM property in September 2014 that identified Recognized
Environmental Conditions (RECs) associated with the long-term industrial use of the site (private garage with
industrial chemical storage and the site’s location within Block 64A of the Salt Lake City Gateway Brownfields.

Project area, adjoining properties (historical foundry, historical machine shops, historical trailer repair shop,
historical printer, historical coal yard, and long-term bus depot garage), and in the surrounding area.

Craig D. Eaton, P.G. (continued)

Terracon subsequently conducted an LSI that identified soils impacted by Polycyclic Aromatic Hydrocarbons (PAHs)
above residential standards and PAHs in groundwater below drinking water standards, concentrations of petroleum
hydrocarbons in soil and groundwater below residential standards, elevated concentrations of metals, and
petroleum and solvent contaminants in soil vapor at concentrations below residential standards. CCM sought
assistance from the EPA in the form of a Targeted Brownfields Assessment (TBA), which provided additional
investigation of the identified contaminants. The TBA reported PAHs in soil above residential standards, metals in
water above drinking water standards, and petroleum and solvents in soil gas at concentrations exceeding
residential standards.
Terracon also performed geotechnical investigations for the proposed development project, which were used to
incorporate the development plans as part of the environmental cleanup plan for the site.

Terracon helped CCM enroll in Utah’s VCP to address the identified environmental issues at the site and provided
technical assistance to CCM for preparation of their EPA Brownfields Cleanup Grant application, including
preparation of the draft Analysis of Brownfields Cleanup Alternatives (ABCA) required for the application. CCM
was awarded a $200,000 EPA Cleanup Grant, following which Terracon again provided technical assistance to
CCM with preparation of a second $200,000 Cleanup Grant application from the Wasatch Front Brownfields
Coalition, which has also been awarded. The EPA Grant and Coalition Subgrant will be instrumental in the
redevelopment of the CCM property. The proposed redevelopment includes a 0.38-acre affordable senior housing
project and a new civic center with micro retail shops, community spaces, and a sports arena.

In October 2016, CCM solicited competitive bids from environmental engineering and consulting firms to oversee
remediation of the CCM property, which was awarded to Terracon. Terracon prepared a Remedial Action Plan to
address the impacted soils at the site, which was completed in the fall of 2017. Mr. Eaton used the proposed
building’s design to address the remaining soil vapor impacts. Working with CCM, the building will be constructed
with commercial use and a parking garage on the at-grade elevation, with residential use on floors above. This
design, along with an environmental covenant recorded on the site’s title that restricts land use on the at-grade level
or below to commercial, plus a restriction on the use of groundwater, allowed the site to be constructed without
additional environmental remediation costs.

Utah Transit Authority – Due Diligence for Services – Utah, Salt Lake, Davis, and Weber Counties, Utah
Mr. Eaton has worked with the Utah Transit Authority (UTA) since he was hired by IHI Environmental (now Terracon)
in 1997. He played a key role in the completion of hundreds of Phase I ESAs, Transaction Screens, and other
environmental assessments associated with the right-of-way and station property acquisitions for the FrontRunner
commuter rail from Payson to Pleasant View, the TRAX Light Rail main line, the TRAX West Valley City, Mid-
Jordan, West Jordan, South Jordan, Airport, University of Utah, and Sugarhouse extension lines. In addition to the
Phase I ESAs, Mr. Eaton assisted with dozens of limited site investigations and remediation projects associated
with acquired properties, the largest of which was the Pallas Yard (discussed below).

Included in the due diligence were the historic Denver & Rio Grande Rail Road engine/car repair shops,
roundhouse, and associated structures, which were later occupied by Eimco Process Equipment. Mr. Eaton
facilitated and provided senior review for the Phase I ESAs for UTA’s acquisition of these properties and for limited
site investigations to evaluate areas where environmental impacts were anticipated to exist. Mr. Eaton also
coordinated surveys of the structures for asbestos-containing materials, lead-containing paints, and other regulated
hazardous materials and assisted RNL Design with evaluation of this information as it related to proposed
renovations to the structures.

Utah Transit Authority – Pallas Yard CERCLA Site - Salt Lake City, Utah
Mr. Eaton has managed and provided senior technical oversight for the quarterly groundwater monitoring program,
and the storm water monitoring program until it was terminated in 2010, at the Pallas Yard, a railroad yard on UTA’s
TRAX light-rail corridor that was impacted by heavy metals from smelting wastes. Terracon managed the
investigation and remediation of the Pallas Yard as a CERCLA removal action under regulatory oversight from both

Craig D. Eaton, P.G. (continued)

the EPA and the State of Utah. The monitoring program, which began in 1999, has stringent sampling techniques,
quality assurance evaluation, and reporting requirements. The Pallas Yard monitoring program received excellent
reviews from both the EPA and Utah DEQ.

Murray Community Redevelopment
After completion of the Utah Transit Authority’s north-south running light-rail corridor (TRAX) in the Salt Lake Valley,
developers seized the opportunity to redevelop the neighborhoods around the stations. Mr. Eaton worked closely
with several these developers around the Murray North Station, which is located on Fireclay Avenue in Murray, on
projects to take the former industrial area and redevelop it as a multi-use residential and commercial transit-oriented
development. Before development could start, however, Phase I ESAs where performed to help the purchasers
qualify for the EPA’s landowner liability protections under CERCLA. The Phase I ESAs identified a number of
environmental issues that had to be addressed. Historical industrial uses around the station included a steel
fabrication facility (Simpson Steel), a former lead smelter (Morgan-Hanauer Smelter) that operated from
approximately 1874 to 1902, and a mining equipment salvage and refurbishing operation (Minerals Equipment
Company).
Environmental impacts associated with these industrial operations included metals-impacted surface and near
surface soils, metals-impacted sediments in the north-adjoining Big Cottonwood Creek, petroleum-impacted soils
and groundwater from leaking underground storage tank systems and leaking equipment, low-level radioactive ores
from historical tailings in the area and from ores falling off of mining equipment, and polychlorinated biphenyl-
impacted surface soils from old transformers stored on the Minerals Equipment Company property.

Multiple investigations were conducted on each of these properties to identify and delineate the extent and degree
of the environmental impacts. Investigation techniques used included collection of surface soils using
decontaminated hand-sampling tools, collection of subsurface soil and groundwater samples using direct-push
drilling technologies, and collection of surface water and sediments from Big Cottonwood Creek using
decontaminated hand-sampling tools. In addition, during remediation construction activities, air monitoring was
conducted as a precautionary measure to impacted fugitive dust did not leave the properties. Analyses of samples
collected included the use of direct-reading field instrumentation (i.e., X-ray Fluorescence Analyzer for metals-
impacted soils, photoionization detector for petroleum hydrocarbon-impacted soils, etc.) and the use of both local
analytical laboratories for the metals and hydrocarbons and a specialized out-of-state analytical laboratory for the
low-level radioactive waste analyses. All three of these properties were remediated under Utah’s Voluntary Cleanup
Program (VCP), which required preparation of Sampling and Analysis Plans, Quality Assurance Project Plans, Site
Remediation Work Plans, and Post-Remediation Site Management Plans. A portion of the Former Simpson Steel
property was concurrently regulated by Utah’s Leaking Underground Storage Tank Program, which was specifically
carved out of the VCP project. All three properties have received Certificates of Completion, which document
successful remediation of the properties to the specifications outlined in the work plans for the intended future land
uses.

Jordan Valley Water Conservancy District Water Line Installation – Salt Lake County, Utah
Mr. Eaton was the senior technical lead and quality control manager for the oversight and implementation of
addressing mining-related impacted soils during the installation of a culinary water line in Salt Lake County, Utah.
The pipeline alignment was located within the Kennecott South Zone CERCLA site and passed through the general
areas associated with EPA Operable Unit 1 (OU1: Bingham Creek and Tailwater Ditches), OU5 (Bastian Ditch of
Anaconda Tailings), and OU6 (Lark Wasterock and Tailings).

A Soil Management Work Plan (SMWP) was prepared to address how to identify and manage soils during
installation of the water line, which was reviewed and approved by the United States Environmental Protection
Agency, Region 8, and the Utah Department of Environmental Quality’s Division of Environmental Response and
Remediation. The SMWP included guidelines for the management of excavated soil, procedures for fugitive dust
control and storm water management, soil characterization, quality assurance and quality control of the data, as

Craig D. Eaton, P.G. (continued)

well as health and safety. Craig’s staff were on site daily during pipeline construction activities to provide oversight
and assist with the SMWP implementation.

Questar Gas Feeder Line 36 Replacement - South Jordan, Utah
Mr. Eaton was the Project Manager and provided environmental oversight and project assistance for the installation
of Feeder Line 36, a 4.6-mile section of high pressure gas line along the U-111 right-of-way from the Old Bingham
Highway to Lark that crossed widespread areas with soils impacted by lead, arsenic and other heavy metals from
historical mining activities in the area.
The work included developing a Soils Management Plan (SMP) that was submitted to, and approved by, the Utah
Department of Environmental Quality (DEQ). The SMP established procedures for excavation and evaluation of
soils, screening excavated soils with an XRF, sampling excavated soils for laboratory analyses, sampling soils
intended for import, characterizing soils for off-site disposal, managing storm water, managing fugitive dust,
decontaminating equipment, and health and safety.

Because of the location of the pipeline within a CERCLA site (Kennecott South), Questar was concerned about
environmental liabilities associated with the proper handling and disposal of soils generated during the trenching.
Soils in the area had lead concentrations as high as 10,000 parts per million (ppm). Mr. Eaton developed a cost
effective SMP that reduced Questar’s liability by screening soils using a hand held XRF with correlation by
laboratory analyses. These screening protocols allowed Terracon to identify and segregate soils into separate
waste streams, which reduced the volume of soil requiring special handling and disposal as a RCRA hazardous
waste.

Soils that were not characterized as hazardous waste were approved for disposal at the Salt Lake County Landfill,
while approximately 10% of the soils were characteristic hazardous wastes and were placed in RCRA Class C
hazardous waste facility. This screening saved significant disposal costs. Soils brought onto the site were tested
to ensure impacted soils were not imported to the site.

Mr. Eaton and his staff were an integral team member of the gas line installation for approximately 9 months, from
preliminary screening of test holes along the proposed alignment through the excavation and installation of the gas
line. Terracon employees worked closely with the construction crews to safely and efficiently screen and manage
soils in the pipeline excavation.

Confidential International Client – Environmental Due Diligence and Related Services
Mr. Eaton is the contract manager for a large international client that has extensive real property holdings around
the world. Mr. Eaton has been the primary point of contact for the client for Phase I ESAs, limited site investigations
and remediations, asbestos surveys and abatement planning/oversight, and industrial hygiene services since
approximately 2006. In this role, Mr. Eaton coordinates and schedules a variety of services for property acquisition
strategies and for management of real property assets. These include residential, commercial, and industrial
properties, and large tracts of land for agricultural uses or special use scenarios (i.e., recreational camps). Mr.
Eaton also serves as the senior technical lead for this client, reviewing all Phase I ESAs and other environmental
reports prior to their delivery to the client.

Lender Phase I ESAs
Mr. Eaton and his staff of environmental professionals service a broad range or banks and investment firms. When
prospective borrowers approach these lending institutions for loans backed by commercial real properties, Phase I
ESAs, and limited site investigations, are required to assess the properties for environmental conditions that could
result in financial liability to the lenders if they ever needed to foreclose and take ownership of the properties. In
servicing these clients, Mr. Eaton has developed client-specific report templates, strategized with the lending
institutions’ risk managers on project findings and approach, and served as senior oversight and technical reviewer
for their projects. Terracon performs thousands of Phase I ESAs annually for lending institutions.

Craig D. Eaton, P.G. (continued)

From 2014 through 2017, Mr. Eaton was a National Account Manager for one of Terracon’s national lender clients,
managing 75 to 100 Phase I ESAs annually for commercial and industrial properties across the U.S. In this role,
he grew the project revenue from approximately $50,000 in the first year to more than $325,000 in 2017.

Multiple Sites Under Utah’s Voluntary Cleanup Program
Mr. Eaton and his staff have been involved in 20 of the 89 sites enrolled in the history of Utah’s Voluntary Cleanup
Program (VCP). Of those, Terracon has directly managed 13 sites, 7 of which have already received Certificates of
Completion, 2 were withdrawn by the applicants after site characterization when their development plans changed,
1 was terminated near the end of the site characterization phase by the VCP when the applicant passed away, and
3 are currently in process (i.e., site characterization and remedial action phases). Terracon has also completed
most the site characterizations for 4 additional VCP sites. As the leading VCP consultant in the State, Terracon
has developed excellent working relationships with Utah’s VCP, including Mr. Bill Rees, the Program Manager, and
his project managers.

Terracon has completed all phases of the VCP process, including assisting clients with VCP application preparation,
performing Environmental Site Assessments to document the extent and degree of site contaminants, preparing
Remedial Action Plans with associated Sampling and Analysis Plans and Quality Assurance Project Plans,
preparing remediation contractor bid specifications, assisting with remediation contractor bid evaluation and
selection, overseeing remediation, collecting environmental samples following remediation to document final site
conditions, preparing reports documenting investigations and remedial actions completed, preparing Site
Management Plans, and assisting with Environmental Covenant preparation.

Contaminants of concern that have been addressed by Terracon under the VCP include petroleum hydrocarbons,
polycyclic aromatic hydrocarbons (PAHs), chlorinated solvents, polychlorinated biphenyls, and heavy metals.
Impacted media that have been addressed include soil, groundwater, surface water, and contaminants in soil vapor.

Salt Lake City Corporation Contract (including Department of Airports)
Mr. Eaton has managed the Salt Lake City Corporation contract since 2008 to the present (2019) and has
provided senior technical support and report review for projects under the contract. Mr. Eaton and his staff of
environmental professionals have conducted nearly 300 environmental consulting services projects throughout
the Salt Lake City Metro Area.

These projects have involved Phase I ESAs; Phase II ESA investigations; methane and groundwater
investigations; asbestos and universal waste surveys and abatement oversight, and leaking underground storage
tank investigation and remediation consulting.

Terracon performed environmental due diligence consulting services for the Redevelopment Agency of Salt Lake
City for six developed downtown properties on Main Street for the new Performing Arts Center. Phase I ESAs
documented long-term property uses that began in the 1880s with small shops and businesses that were later
followed by high-rise office buildings and the construction of the Deseret News printing facility. Various identified
recognized environmental conditions were identified during the assessment that included potentially impacted
sumps, in addition to old transformers and elevators with oil that possibly contained polychlorinated biphenyls
(PCBs). In addition, an adjoining property was identified as the site of a historical dry-cleaning business. As a
follow-up to the Phase I ESAs, Terracon performed Phase II ESA investigations that addressed groundwater
impacts and hazardous material disposal concerns and conducted asbestos surveys to identify asbestos-containing
materials in the buildings.

With this information, Terracon presented abatement cost estimations to the Redevelopment Agency that
approximated removal costs for demolition or renovation activities.

Craig D. Eaton, P.G. (continued)

General Aviation – Environmental Due Diligence - Provo, Utah
Mr. Eaton and his staff conducted environmental due diligence for the Truman Arnold Companies acquisition of
Million Air at both the Salt Lake Airport’s General Aviation and at the Provo Municipal Airport. The General Aviation
portion included approximately 45 acres of land leased from the Salt Lake Department of Airports and the following
buildings and related structures: the hangars owned by Million Air (Hangars 1 through 14), the Million Air Fixed-
Based Operator (FBO) office, the Million Air aboveground storage tank farm, the cargo handling building, the former
Salt Lake JetCenter aircraft hangars (Hangars 15 through 25), including the Million Air vehicle maintenance shop
in Hangar 21, the old FBO executive terminal, and the Salt Lake JetCenter aboveground storage tank farm. The
Provo Municipal Airport portion included the Executive Terminal, Hangar A, Hangar B, Hangar C, Hangar D, Hangar
E, and a fuel farm with two aboveground tanks.

Three Phase I ESAs were completed to cover the entire portfolio of facilities that identified recognized environmental
conditions associated with underground storage tank releases, aboveground storage tank releases, long-term
fueling and vehicle maintenance operations, and a long-term trap shooting range identified in the aboveground tank
farm area at the Provo Municipal Airport. Phase II ESA investigations were conducted at both General Aviation
and the Provo Municipal Airport to evaluate these issues and provide Truman Arnold Companies with a pre-
acquisition condition of the properties. Terracon closely interacted and coordinated with the Salt Lake City
Department of Airports, the Provo Municipal Airport, and Million Air to avoid impact to airport operations and meet
airport requirements.

Utah Transit Authority – Central Bus Garage LUST Closure - Salt Lake City, Utah
A release was identified associated with the facility’s used gear oil underground storage tank following a failed line-
tightness test. Mr. Eaton conducted an investigation that evaluated soil and groundwater within the tank basin and
in native soils and groundwater around the tank basin. The investigation identified free product that was limited to
the tank basin and limited soil and groundwater impacts outside of the tank basin. Mr. Eaton oversaw excavation
of the product line where the release occurred and the underground storage tank system and subsequently installed
free product recovery wells in the tank pit backfill. Pneumatic pumps with skimmers were set in the wells to extract
the product and discharge it into the onsite oil/water separator. The free product abatement system operated for
four years and reduced the free product from nearly half a foot to approximately a tenth of an inch. Groundwater
monitoring was later conducted that showed no measurable free product remained and that remaining dissolved
phase concentrations were less than Utah’s risk-based Tier 1 screening levels. The release received regulatory
closure.

Utah Transit Authority – Meadowbrook Risk-based LUST Closure - Salt Lake City, Utah
Mr. Eaton performed quarterly groundwater monitoring, free product measurement, air-injection system operation
and maintenance for enhanced biodegradation, and semi-annual system shutdown tests for two years.
Mr. Eaton also prepared the quarterly monitoring reports for the Meadowbrook facility and the Corrective Action
Plan Implementation report at the conclusion of remedial activities. At the conclusion of the corrective action, Mr.
Eaton performed a State of Utah Risk-Based Corrective Action Tier 2 risk assessment of the UTA Meadowbrook
facility, which successfully obtained State DEQ closure of the site.

Utah Transit Authority – Former UDOT Risk-based LUST Closure - Salt Lake City, Utah
Mr. Eaton managed post-remediation activities at a former Utah Department of Transportation (UDOT) facility and
successfully closed the site under Utah’s Tiered risk assessment process. Remediation at the former UDOT facility
included soil over-excavation, enhanced on-site bioremediation using oxygen-releasing compounds, extensive soil
sampling, and quarterly groundwater monitoring. Mr. Eaton also prepared quarterly monitoring reports for the
former UDOT facility and the Corrective Action Plan Implementation report at the conclusion of remedial activities.

Craig D. Eaton, P.G. (continued)

State of Utah, DERR, LUST Program Contract Manager
Mr. Eaton manages Terracon’s contract with the State of Utah to provide consulting services associated with the
LUST and Petroleum Storage Tank Fund Remedial Assistance Programs. The contract originally started in 2005
and consisted of a three-year contract with two one-year optional contract extensions that were exercised by the
State.

In 2010, Terracon was awarded a second contract that will include an additional three years with two one-year
optional contract extensions. As of January 2016, Mr. Eaton and Terracon’s four other Certified UST Consultants
have managed more than 40 LUST sites throughout the entire State under this contract. Mr. Eaton developed a
custom database to manage all the Work Assignments for these facilities, manage project due dates and
assignments to Terracon Project Managers, and tracks invoicing of completed Work Assignments. As of January
2016, Terracon had been tasked with 250 Work Assignments and associated amendments.

Mr. Eaton created a Microsoft Excel workbook for DERR that performs all the RBCA risk assessment calculations.
The intent of the workbook was to provide public outreach in the form of a tool that is free to the public to help LUST
facility owners and environmental consultants perform risk assessments for a broad variety of sites. The workbook
performs calculations that generate site-specific cleanup levels for LUST sites, including inhalation of vapors,
ingestion of impacted groundwater, indoor and outdoor inhalation of vapors from impacted groundwater, soil
impacts leaching to groundwater that is ingested, indoor and outdoor inhalation of vapors from impacted soil,
ingestion of impacted soil and dermal contact with impacted soil. The risk assessment calculations use the same
equations used by the EPA and other agencies for risk assessments of other chemicals of concern, so the workbook
can be easily modified to calculate site-specific cleanup levels for other contaminants.

Other work under the LUST contract included preparation of detailed work plans and cost estimates for
investigations and remedial actions, preparation of Corrective Action Plans, Technical Specifications for contractor
bid solicitation, estimation of project remedial costs, and reporting associated with a variety of field investigations,
monitoring programs, and remedial actions. Field efforts included conducting subsurface investigations;
groundwater monitoring; free product monitoring, mapping, and recovery; monitoring well installations and well
abandonment; enhanced fluid recovery; and construction oversight. Drilling efforts employed under the contract
varied based on subsurface conditions and investigation objectives, and included direct-push, hollow-stem auger,
ODEX, and Sonic technologies.
Terracon also provided emergency response efforts under the contract to investigate and determine the source of
subsurface petroleum impacts observed in residences and utility excavations in Ferron, Utah. The emergency
response included immediate response to the State Project Manager’s request to visit the city to interview the local
utility provider, residents, and affected landowners, followed by a subsurface investigation to track the impacts to
the probable responsible party. Terracon also collected tap water samples from one of the residences that
determined the culinary water supply to the house had been impacted and was not suitable for consumption or use.
Environmental Compliance – Utah Recycling Facilities
Mr. Eaton provides Metro Group Inc., a scrap and metals recycling company, with environmental compliance
assistance at four of their recycling facilities. Services have included evaluation of on-site operations for
determination of environmental regulation applicability; preparation of storm water pollution prevention plans and
assistance with storm water permit preparation under Utah’s Pollutant Discharge Elimination System (UPDES) for
industrial facilities; and evaluation of waste acceptance and management practices. In addition, Mr. Eaton has
coordinated numerous worker health and safety evaluations for Metro’s employees using Terracon’s Certified
Safety Professionals and Certified Industrial Hygienists, including exposure monitoring for welders, evaluation of
compliance with OSHA’s Hazard Communication Standard for materials and wastes stored on site, and evaluation
of general worker safety practices.

Craig D. Eaton, P.G. (continued)

Interstate 15 Reconstruction Environmental Compliance
When Interstate 15 was reconstructed in Salt Lake City, just prior to the 2002 Winter Olympics, Wasatch
Constructors selected IHI Environmental, a Terracon Company, to lead the environmental compliance effort. Mr.
Eaton led the air emissions permitting and emissions inventory effort for this extensive highway project. Mr. Eaton
was also one of the principal investigation and remediation managers for areas of environmental impact identified
or encountered during the reconstruction project. Mr. Eaton also assisted our project team with their role in the
bridge replacement efforts, which included screening dozens of bridges for the presence of lead-based paints
(LBPs) and assisting Wasatch Constructors with managing the waste streams generated during removal of
identified LBPs.

APPENDIX F
DESCRIPTION OF TERMS AND ACRONYMS
Description of Selected General Terms and Acronyms
Term/Acronym Description
ACM
Asbestos Containing Material. Asbestos is a naturally occurring mineral, three varieties of which (chrysotile, amosite, crocidolite) have been
commonly used as fireproofing or binding agents in construction materials. Exposure to asbestos, as well as ACM, has been documented to
cause lung diseases including asbestosis (scarring of the lung), lung cancer and mesothelioma (a cancer of the lung lining).
Regulatory agencies have generally defined ACM as a material containing greater that one (1) percent asbestos, however some states (e.g.
California) define ACM as materials having 0.1% asbestos. In order to define a homogenous material as non-ACM, a minimum number of
samples must be collected from the material dependent upon its type and quantity. Homogenous materials defined as non-ACM must either
have 1) no asbestos identified in all of its samples or 2) an identified asbestos concentration below the appropriate regulatory threshold.
Asbestos concentrations are generally determined using polarized light microscopy or transmission electron microscopy. Point counting is an
analytical method to statistically quantify the percentage of asbestos in a sample. The asbestos component of ACM may either be friable or
non-friable. Friable materials, when dry, can be crumbled, pulverized, or reduced to powder by hand pressure and have a higher potential for a
fiber release than non-friable ACM. Non-friable ACM are materials that are firmly bound in a matrix by plastic, cement, etc. and, if handled
carefully, will not become friable.
Federal and state regulations require that either all suspect building materials be presumed ACM or that an asbestos survey be performed prior
to renovation, dismantling, demolition, or other activities that may disturb potential ACM. Notifications are required prior to demolition and/or
renovation activities that may impact the condition of ACM in a building. ACM removal may be required if the ACM is likely to be disturbed or
damaged during the demolition or renovation. Abatement of friable or potentially friable ACM must be performed by a licensed abatement
contractor in accordance with state rules and NESHAP. Additionally, OSHA regulations for work classification, worker training and worker
protection will apply.
AHERA Asbestos Hazard Emergency Response Act
AST
Aboveground Storage Tanks. ASTs are generally described as storage tanks less than 10% of which are below ground (i.e., buried). Tanks
located in a basement, but not buried, are also considered ASTs. Whether, and the extent to which, an AST is regulated, is determined on a
case-by-case basis and depends upon tank size, its contents and the jurisdiction of its location.
BGS Below Ground Surface
Brownfields State and/or tribal listing of Brownfield properties addressed by Cooperative Agreement Recipients or Targeted Brownfields Assessments.
BTEX Benzene, Toluene, Ethylbenzene, and Xylenes. BTEX are VOC components found in gasoline and commonly used as analytical indicators of a
petroleum hydrocarbon release.
CERCLA
Comprehensive Environmental Response, Compensation and Liability Act (a.k.a. Superfund). CERCLA is the federal act that regulates
abandoned or uncontrolled hazardous waste sites. Under this Act, joint and several liability may be imposed on potentially responsible parties
for cleanup-related costs.
CERCLIS
Comprehensive Environmental Response, Compensation and Liability Information System. An EPA compilation of sites having suspected or
actual releases of hazardous substances to the environment. CERCLIS also contains information on site inspections, preliminary assessments
and remediation of hazardous waste sites. These sites are typically reported to EPA by states and municipalities or by third parties pursuant to
CERCLA Section 103.
CESQG Conditionally Exempt Small Quantity Generators
CFR Code of Federal Regulations
Description of Selected General Terms and Acronyms
Term/Acronym Description
CREC
Controlled Recognized Environmental Condition is defined in ASTM E1527-13 as “a recognized environmental condition resulting from a past
release of hazardous substances or petroleum products that has been addressed to the satisfaction of the applicable regulatory authority (for
example, as evidenced by the issuance of a no further action letter or equivalent, or meeting risk-based criteria established by regulatory
authority) , with hazardous substances or petroleum products allowed to remain in place subject to the implementation of required controls (for
example, property use restrictions, activity and use limitations, institutional controls, or engineering controls). A condition considered by the
environmental professional to be a controlled recognized environmental condition shall be listed in the findings section of the Phase I
Environmental Site Assessment report, and as a recognized environmental condition in the conclusions section of the Phase I Environmental
Site Assessment report.”
DOT U.S. Department of Transportation
EPA U.S. Environmental Protection Agency
ERNS
Emergency Response Notification System. An EPA-maintained federal database which stores information on notifications of oil discharges and
hazardous substance releases in quantities greater than the applicable reportable quantity under CERCLA. ERNS is a cooperative data-
sharing effort between EPA, DOT, and the National Response Center.
ESA Environmental Site Assessment
FRP Fiberglass Reinforced Plastic
Hazardous
Substance
As defined under CERCLA, this is (A) any substance designated pursuant to section 1321(b)(2)(A) of Title 33, (B) any element, compound,
mixture, solution, or substance designated pursuant to section 9602 of this title; (C) any hazardous waste having characteristics identified
under or listed pursuant to section 3001 of the Solid Waste Disposal Act (with some exclusions); (D) any toxic pollutant listed under section
1317(a) of Title 33; (E) any hazardous air pollutant listed under section 112 of the Clean Air Act; and (F) any imminently hazardous chemical
substance or mixture with respect to which the EPA Administrator has taken action under section 2606 of Title 15. This term does not include
petroleum, including crude oil or any fraction thereof which is not otherwise listed as a hazardous substance under subparagraphs (A) through
(F) above, and the term include natural gas, or synthetic gas usable for fuel (or mixtures of natural gas and such synthetic gas).
Hazardous
Waste
This is defined as having characteristics identified or listed under section 3001 of the Solid Waste Disposal Act (with some exceptions). RCRA,
as amended by the Solid Waste Disposal Act of 1980, defines this term as a “solid waste, or combination of solid wastes, which because of its
quantity, concentration, or physical, chemical, or infectious characteristics may (A) cause, or significantly contribute to an increase in mortality
or an increase in serious irreversible, or incapacitating reversible illness; or (B) pose a substantial present or potential hazard to human health
or the environment when improperly treated, stored, transported, or disposed of, or otherwise managed.”
HREC
Historical Recognized Environmental Condition is defined in ASTM E1527-13 as “a past release of any hazardous substances or petroleum
products that has occurred in connection with the property and has been addressed to the satisfaction of the applicable regulatory authority or
meeting unrestricted residential use criteria established by a regulatory authority, without subjecting the property to any required controls (for
example, property use restrictions, activity and use limitations, institutional controls, or engineering controls). Before calling the past release a
historical recognized environmental condition, the environmental professional must determine whether the past release is a recognized
environmental condition at the time of the Phase I Environmental Site Assessment is conducted (for example, if there has been a change in the
regulatory criteria). If the EP considers the past release to be a recognized environmental condition at the time the Phase I ESA is conducted,
the condition shall be included in the conclusions section of the report as a recognized environmental condition.”
Description of Selected General Terms and Acronyms
Term/Acronym Description
IC/EC
A listing of sites with institutional and/or engineering controls in place. IC include administrative measures, such as groundwater use
restrictions, construction restrictions, property use restrictions, and post remediation care requirements intended to prevent exposure to
contaminants remaining on site. Deed restrictions are generally required as part of the institutional controls. EC include various forms of caps,
building foundations, liners, and treatment methods to create pathway elimination for regulated substances to enter environmental media or
effect human health.
ILP Innocent Landowner/Operator Program
LQG Large Quantity Generators
LUST Leaking Underground Storage Tank. This is a federal term set forth under RCRA for leaking USTs. Some states also utilize this term.
MCL Maximum Contaminant Level. This Safe Drinking Water concept (and also used by many states as a ground water cleanup criteria) refers to
the limit on drinking water contamination that determines whether a supplier can deliver water from a specific source without treatment.
MSDS Material Safety Data Sheets. Written/printed forms prepared by chemical manufacturers, importers and employers which identify the physical
and chemical traits of hazardous chemicals under OSHA’s Hazard Communication Standard.
NESHAP National Emissions Standard for Hazardous Air Pollutants (Federal Clean Air Act). This part of the Clean Air Act regulates emissions of
hazardous air pollutants.
NFRAP Facilities where there is “No Further Remedial Action Planned,” as more particularly described under the Records Review section of this report.
NOV Notice of Violation. A notice of violation or similar citation issued to an entity, company or individual by a state or federal regulatory body
indicating a violation of applicable rule or regulations has been identified.
NPDES National Pollutant Discharge Elimination System (Clean Water Act). The federal permit system for discharges of polluted water.
NPL The NPL is the EPA’s database of uncontrolled or abandoned hazardous waste facilities that have been listed for priority remedial actions
under the Superfund Program.
OSHA Occupational Safety and Health Administration or Occupational Safety and Health Act
PACM Presumed Asbestos-Containing Material. A material that is suspected of containing or presumed to contain asbestos but which has not been
analyzed to confirm the presence or absence of asbestos.
PCB
Polychlorinated Biphenyl. A halogenated organic compound commonly in the form of a viscous liquid or resin, a flowing yellow oil, or a waxy
solid. This compound was historically used as dielectric fluid in electrical equipment (such as electrical transformers and capacitors, electrical
ballasts, hydraulic and heat transfer fluids), and for numerous heat and fire sensitive applications. PCB was preferred due to its durability,
stability (even at high temperatures), good chemical resistance, low volatility, flammability, and conductivity. PCBs, however, do not break
down in the environment and are classified by the EPA as a suspected carcinogen. 1978 regulations, under the Toxic Substances Control Act,
prohibit manufacturing of PCB-containing equipment; however, some of this equipment may still be in use today.
pCi/L picoCuries per Liter of Air. Unit of measurement for Radon and similar radioactive materials.
PLM Polarized Light Microscopy (see ACM section of the report, if included in the scope of services)
PST Petroleum Storage Tank. An AST or UST that contains a petroleum product.
Description of Selected General Terms and Acronyms
Term/Acronym Description
Radon
A radioactive gas resulting from radioactive decay of naturally-occurring radioactive materials in rocks and soils containing uranium, granite,
shale, phosphate, and pitchblende. Radon concentrations are measured in picoCuries per Liter of Air. Exposure to elevated levels of radon
creates a risk of lung cancer; this risk generally increases as the level of radon and the duration of exposure increases. Outdoors, radon is
diluted to such low concentrations that it usually does not present a health concern. However, radon can accumulate in building basements or
similar enclosed spaces to levels that can pose a risk to human health. Indoor radon concentrations depend primarily upon the building's
construction, design and the concentration of radon in the underlying soil and ground water. The EPA recommended annual average indoor
“action level” concentration for residential structures is 4.0 pCi/l.
RCRA Resource Conservation and Recovery Act. Federal act regulating solid and hazardous wastes from point of generation to time of disposal
(‘cradle to grave”). 42 U.S.C. 6901 et seq.
RCRA
Generators
The RCRA Generators database, maintained by the EPA, lists facilities that generate hazardous waste as part of their normal business
practices. Generators are listed as either large (LQG), small (SQG), or conditionally exempt (CESQG). LQG produce at least 1000 kg/month
of non-acutely hazardous waste or 1 kg/month of acutely hazardous waste. SQG produce 100-1000 kg/month of non-acutely hazardous
waste. CESQG are those that generate less than 100 kg/month of non-acutely hazardous waste.
RCRA
CORRACTS/TS
Ds
The USEPA maintains a database of RCRA facilities associated with treatment, storage, and disposal (TSD) of hazardous materials which are
undergoing “corrective action”. A “corrective action” order is issued when there is a release of hazardous waste or constituents into the
environment from a RCRA facility.
RCRA Non-
CORRACTS/TS
Ds
The RCRA Non-CORRACTS/TSD Database is a compilation by the USEPA of facilities which report storage, transportation, treatment, or
disposal of hazardous waste. Unlike the RCRA CORRACTS/TSD database, the RCRA Non-CORRACTS/TSD database does not include
RCRA facilities where corrective action is required.
RCRA
Violators List
RAATS. RCRA Administrative Actions Taken. RAATS information is now contained in the RCRIS database and includes records of
administrative enforcement actions against facilities for noncompliance.
RCRIS Resource Conservation and Recovery Information System, as defined in the Records Review section of this report.
REC
Recognized Environmental Conditions are defined by ASTM E1527-13 as “the presence or likely presence of any hazardous substances or
petroleum products in, on, or at a property: 1) due to any release to the environment; 2) under conditions indicative of a release to the
environment. De minimis conditions are not recognized environmental conditions.”
SCL State “CERCLIS” List (see SPL /State Priority List, below).
SPCC
Spill Prevention, Control and Countermeasures. SPCC plans are required under federal law (Clean Water Act and Oil Pollution Act) for any
facility storing petroleum in tanks and/or containers of 55-gallons or more that when taken in aggregate exceed 1,320 gallons. SPCC plans are
also required for facilities with underground petroleum storage tanks with capacities of over 42,000 gallons. Many states have similar spill
prevention programs, which may have additional requirements.
SPL State Priority List. State list of confirmed sites having contamination in which the state is actively involved in clean up activities or is actively
pursuing potentially responsible parties for clean up. Sometimes referred to as a State “CERCLIS” List.
SQG Small Quantity Generator
SWF/LF State and/or Tribal database of Solid Waste/Landfill facilities. The database information may include the facility name, class, operation type,
area, estimated operational life, and owner.
TPH Total Petroleum Hydrocarbons
TRI Toxic Release Inventory. Routine EPA report on releases of toxic chemicals to the environment based upon information submitted by entities
subject to reporting under the Emergency Planning and Community Right to Know Act.
Description of Selected General Terms and Acronyms
Term/Acronym Description
TSCA Toxic Substances Control Act. A federal law regulating manufacture, import, processing and distribution of chemical substances not specifically
regulated by other federal laws (such as asbestos, PCBs, lead-based paint and radon). 15 U.S.C 2601 et seq.
USACE United States Army Corps of Engineers
USC United States Code
USGS United States Geological Survey
USNRCS United States Department of Agriculture-Natural Resource Conservation Service
UST
Underground Storage Tank. Most federal and state regulations, as well as ASTM E1527-13, define this as any tank, incl., underground piping
connected to the tank, that is or has been used to contain hazardous substances or petroleum products and the volume of which is 10% or
more beneath the surface of the ground (i.e., buried).
VCP State and/or Tribal facilities included as Voluntary Cleanup Program sites.
VOC Volatile Organic Compound
Wetlands
Areas that are typically saturated with surface or ground water that creates an environment supportive of wetland vegetation (i.e., swamps,
marshes, bogs). The Corps of Engineers Wetlands Delineation Manual (Technical Report Y-87-1) defines wetlands as areas inundated or
saturated by surface or ground water at a frequency and duration sufficient to support, and that under normal circumstances do support, a
prevalence of vegetation typically adapted for life in saturated soil conditions. For an area to be considered a jurisdictional wetland, it must
meet the following criteria: more than 50 percent of the dominant plant species must be categorized as Obligate, Facultative Wetland, or
Facultative on lists of plant species that occur in wetlands; the soil must be hydric; and, wetland hydrology must be present.
The federal Clean Water Act which regulates “waters of the US,” also regulates wetlands, a program jointly administered by the USACE and
the EPA. Waters of the U.S. are defined as: (1) waters used in interstate or foreign commerce, including all waters subject to the ebb and flow
of tides; (2) all interstate waters including interstate wetlands; (3) all other waters such as intrastate lakes, rivers, streams (including intermittent
streams), mudflats, sandflats, wetlands, sloughs, prairie potholes, wet meadows, playa lakes, or natural ponds, etc., which the use,
degradation, or destruction could affect interstate/ foreign commerce; (4) all impoundments of waters otherwise defined as waters of the U. S.,
(5) tributaries of waters identified in 1 through 4 above; (6) the territorial seas; and (7) wetlands adjacent to waters identified in 1 through 6
above. Only the USACE has the authority to make a final wetlands jurisdictional determination.
Limited Site Investigation
Warehouses, Storage Yards, and a Chrome Plating Facility
255, 259, and 269 Brooklyn Avenue &
1038 and 1050 S. Washington Street
Salt Lake City, Salt Lake County, Utah
June 30, 2020
September 4, 2020
Terracon Project No. 61207172
Prepared for:
SMH Builders
San Francisco, California
Prepared by:
Terracon Consultants, Inc.
Midvale, Utah
Terracon Consultants, Inc. 6949 High Tech Drive Midvale, Utah 84047
P [801] 545 8500 F [801] 545 8600 terracon.com
September 4, 2020
SMH Builders
313 Eureka Street
San Francisco, California 94114-2712
Attn: Mr. George F. Hauser
P: [phone]
E:[e-mail]
Re:Limited Site Investigation
Warehouses, Storage Yards, and a Chrome Plating Facility
255, 259, and 269 Brooklyn Avenue & 1038 and 1050 S. Washington Street
Salt Lake City, Salt Lake County, Utah
Terracon Project No. 61207268
Dear Mr. Hauser:
Terracon Consultants (Terracon) submits this Limited Site Investigation report documenting the
investigation conducted at the above-referenced facility in Salt Lake City, Utah (“the site”). Terracon
performed this limited site investigation in accordance with the Proposal for a Limited Site
Investigation; dated August 6, 2020.
Please contact our office at [801] 545-8500 if you have questions regarding this information or if
we can provide any other services.
Sincerely,
Terracon Consultants, Inc.
Amy B. Findley Craig D. Eaton
Senior Project Manager Environmental Department Manager
TABLE OF CONTENTS
Page
1.0 INTRODUCTION .............................................................................................................1
1.1 Project Information ...............................................................................................1
1.2 Scope of Work .....................................................................................................2
1.3 Standard of Care..................................................................................................2
1.4 Additional Scope Limitations ................................................................................2
1.5 Reliance ...............................................................................................................3
2.0 LIMITED SITE INVESTIGATION METHODOLOGIES ....................................................3
2.1 Methodology ........................................................................................................3
2.2 Environmental Soil Borings ..................................................................................3
2.3 Laboratory Analytical Program .............................................................................4
3.0 DATA EVALUATION ......................................................................................................5
3.1 Observations ........................................................................................................6
3.2 Soil Sample Analytical Results .............................................................................6
3.3 Groundwater Sample Analytical Results ..............................................................7
4.0 SUMMARY AND CONCLUSIONS ..................................................................................8
5.0 CONCLUSION ................................................................................................................9
APPENDICES
Appendix A Exhibits
Exhibit 1 – Topographic Map
Exhibit 2 – Boring Locations
Appendix B Analytical Data Tables
Table 1 - Volatile Organic Compounds and Petroleum Hydrocarbons in Soil
Table 2 - Metals in Soil
Table 3 - Volatile Organic Compounds and Petroleum Hydrocarbons in Groundwater
Table 4 - Dissolved Metals in Groundwater
Appendix C Soil Boring Logs
Appendix D Chain of Custody and Laboratory Data Sheets
LIMITED SITE INVESTIGATION
255, 259, and 269 Brooklyn Avenue &
1038 and 1050 S. Washington Street, Salt Lake City, Utah
Terracon Project No. 61207268
September 4, 2020
Responsive ■Resourceful ■Reliable 1
1.0 INTRODUCTION
Site Name Warehouses, Storage Yards, and a Chrome Plating Facility
Site Location/Address 255, 259, and 269 Brooklyn Avenue & 1038 and 1050 S.
Washington Street, Salt Lake City, Salt Lake County, Utah
Land Area Approximately 1.49 acres
Site Improvements Six buildings are on the site
Anticipated Future Site Use Redevelopment for multi-family residential use
Purpose of the LSI Due diligence for site acquisition
The location of the site is depicted on Exhibit 1 (Appendix A), which was reproduced from a
portion of the USGS 7.5-minute series topographic map.Exhibit 2 (Appendix A) a site diagram
that indicates the approximate locations of the site investigation sampling points in relation to the
pertinent site features.
1.1 Project Information
Terracon completed a Phase I Environmental Site Assessment (ESA) (Terracon Project No.
61207172, dated June 30, 2020). As part of the Phase I ESA process, the following Recognized
Environmental Conditions (RECs) or were identified in connection with the site:
n Historical onsite assay company: Apparent piles of soil or other material were
observed on the site in at least 1965 and 1971. As this was the same time that
the “UN Assay Ofc” was present on the site, it is possible the piles were of material
that had been or were to be assayed. Due to the common presence of elevated
concentrations of heavy metals in ores and mine processing wastes, the presence
of these piles represents a REC to the site.
n Release associated with the historical east-adjoining dry cleaning and truck
maintenance:The east-adjoining, up-gradient facility was reportedly a dry-
cleaning facility (main building) with onsite truck maintenance (western building
that adjoins the site to the east) from the 1940s to at least the 1970s, possibly into
the mid-1980s. Previous investigations have taken place on the property itself,
the site, and other surrounding properties. Concentrations of chlorinated solvents
and benzene reported on the site exceed the EPA’s MCLs and residential VISLs.
The documented impacts from releases associated with the eastern-adjoining
property represents a REC to the site.
Limited Site Investigation
Salt Lake Chrome ■Salt Lake City, Utah
September 4, 2020 ■Terracon Project No. 61207268
Responsive ■Resourceful ■Reliable 2
n Releases associated with the long-term onsite chrome plating facility:Salt
Lake Chrome Plating has occupied the site for more than 40 years. Observations
made during the site reconnaissance indicated releases had occurred at the site
and sampling conducted at the site in 2019 reported concentrations of heavy
metals and halogenated VOCs that exceed unrestricted land use standards (e.g.,
MCLs, residential VISLs, residential RSLs), which represents a REC.
Based on the scope of services, limitations, and conclusions of the Phase I ESA, Terracon
recommended conducting additional investigation to evaluate subsurface conditions associated
with the identified RECs.
1.2 Scope of Work
The objective of the Limited Site Investigation was to assess the presence of heavy metals,
petroleum hydrocarbons, and volatile organic compounds at concentrations above laboratory
reporting limits in the on-site soil and groundwater.
1.3 Standard of Care
Terracon’s services were performed in a manner consistent with generally accepted practices of
the profession undertaken in similar studies in the same geographical area during the same time.
Terracon makes no warranties, express or implied, regarding the findings, conclusions, or
recommendations. Terracon does not warrant the work of laboratories, regulatory agencies, or
other third parties supplying information used in the preparation of the report. These LSI services
were performed in accordance with the scope of work agreed upon with you, our client, as
reflected in our proposal and were not restricted by ASTM E1903-19.
1.4 Additional Scope Limitations
Findings, conclusions, and recommendations resulting from these services are based upon
information derived from the onsite activities and other services performed under this scope of
work. Such information is subject to change over time. Certain indicators of the presence of
hazardous substances, petroleum products, or other constituents may have been latent,
inaccessible, unobservable, non-detectable, or not present during these services, and we cannot
represent that the site contains no hazardous substances, toxic materials, petroleum products, or
other latent conditions beyond those identified during our investigation. Subsurface conditions
may vary from those encountered at specific borings or wells or during other surveys, tests,
assessments, investigations or exploratory services; the data, interpretations, findings, and our
recommendations are based solely upon data obtained at the time and within the scope of these
services.
Limited Site Investigation
Salt Lake Chrome ■Salt Lake City, Utah
September 4, 2020 ■Terracon Project No. 61207268
Responsive ■Resourceful ■Reliable 3
1.5 Reliance
This report has been prepared for the exclusive use and reliance of SMH Builders Incorporated.
Use or reliance by any other party is prohibited without the written authorization of SMH Builders
Incorporated and Terracon.
Reliance on the LSI report by the client and all authorized parties will be subject to the terms,
conditions and limitations stated in the proposal, report, and the Terms and Conditions in the
Contract between SMH Builders Incorporated and Terracon.
2.0 LIMITED SITE INVESTIGATION METHODOLOGIES
2.1 Methodology
Terracon’s field activities were conducted August 17th to August 19th, 2020. Prior to conducting
the site investigation, the public utility location service (Blue Stakes) was notified at least 48 hours
prior to arrival to mark underground utilities at the site. In addition, a subcontracted private utility
location service was used to identify subsurface utilities in each drilling location. The approximate
boring locations are shown on Exhibit 2 (Appendix A).
2.2 Environmental Soil Borings
A total of eleven (11) soil borings (B-1 thru B-11) were advanced on the site. The soil borings
were advanced to a maximum depth of 15 feet below the ground surface (bgs), except for boring
B-4 that was advanced to 5 feet bgs, by a Utah-licensed driller using a truck-mounted and a track-
mounted direct-push drilling rig. Drilling equipment was cleaned, using a high-pressure washer,
prior to beginning the project and before beginning each boring. Non-dedicated sampling
equipment was cleaned using an Alconox®detergent wash and potable water rinse prior to
commencement of the project and between the collection of each sample.
Soil samples were collected continuously, using core barrel samplers to document lithology, color,
and relative moisture content. In addition, the soil samples were field screened using sensory
methods and a photoionization detector (PID) to qualitatively evaluate the presence of volatile
organic compounds (VOCs) in subsurface soils.
2.2.1 Soil Sampling
Terracon collected shallow soil samples for the evaluation of elevated concentrations of metals
from select borings and collected one soil sample from ten (10) of the eleven (11) soil
borings/boreholes from the zone exhibiting the highest PID readings. If no elevated PID reading
was observed, the sample was collected from the capillary fringe zone, from the interval exhibiting
a change in lithology, or from the interval of most likely environmental impact as determined in
the field by the sampling professional.
Limited Site Investigation
Salt Lake Chrome ■Salt Lake City, Utah
September 4, 2020 ■Terracon Project No. 61207268
Responsive ■Resourceful ■Reliable 4
2.2.2 Grab Groundwater Samples
Grab groundwater samples were collected from five borings (B-7 thru B-11) inside the facility
using a new section of polyethylene tubing inserted into a temporary decontaminated stainless-
steel direct push sampling point. The sample tubing was connected to a peristaltic pump, using a
new dedicated section of polyethylene tubing at the ground surface. The sampling point was
developed as needed to reduce the turbidity and to purge the water column within the tool of a
minimum of three volumes. Following development, groundwater samples were collected from
each of the temporary sampling points. The groundwater samples collected for metals analyses
were filtered in the field using an inline 0.45-micron filter.
2.2.3 Monitoring Well Installation
Five of the soil borings (B-1, B-2, B-3, B-5, and B-6) were converted to monitoring wells to
evaluate and monitor groundwater conditions. The monitoring wells were constructed as follows:
n Installation of 10 feet of 2-inch diameter, 0.010-inch machine slotted polyvinyl
chloride (PVC) well screen with a threaded bottom cap from 15 feet (the boring
total depth) to 5 feet bgs;
n Installation of 2-inch diameter, threaded, flush-joint PVC riser pipe from
approximately 5 feet bgs to a couple inches below the ground surface;
n Addition of pre-sieved 20/40 grade silica sand for annular sand pack around the
well screen from the bottom of the boring to approximately 2 feet above the top of
the well screen;
n Placement of 2 feet of hydrated bentonite pellets above the sand pack; and,
n Addition of cement/bentonite slurry to the surface and construction of a traffic-rated
8-inch diameter well monument with a cement collar.
The five monitoring wells were allowed to equilibrate overnight after installation. The wells were
developed the following day by purging water to remove excess sediment created by the well
installation process and allowed to equilibrate for approximately 24 hours after development.
Prior to sampling, each monitoring well was purged of a minimum of three well casing volumes of
groundwater. Subsequent to sufficient recharge, one groundwater sample was collected from
each monitoring well using new polyethylene tubing and a peristaltic pump. The groundwater
samples collected for metals analyses were filtered in the field using an inline 0.45-micron filter.
2.3 Laboratory Analytical Program
The soil and groundwater samples were collected and placed in laboratory-prepared containers,
labeled, and placed on ice in a cooler. The samples and completed chain-of-custody
documentation was shipped via FedEx to Pace Analytical Laboratories for analysis on a standard
turnaround. The sample collection and laboratory analyses program are shown in the table below.
Limited Site Investigation
Salt Lake Chrome ■Salt Lake City, Utah
September 4, 2020 ■Terracon Project No. 61207268
Responsive ■Resourceful ■Reliable 5
Type and
Designation Depth (ft)
No. of Soil
Analytical
Samples
Soil Analytical
Groundwater
Sampling
Method
Groundwater
Analytical
B-1 15 1 VOCs; 8 RCRA
Metals, Nickel
Monitoring
Well
VOCs; 8 RCRA Metals,
Nickel, Chromium VI*
B-2 15 1
TRPH; TPH-DRO;
TPH-GRO; VOCs; 8
RCRA Metals, Nickel
Monitoring
Well
TRPH; TPH-DRO; TPH-
GRO; VOCs; 8 RCRA
Metals, Nickel
B-3 15
Metals
0-1ft; 1-3ft; 3-5ft
VOCs
0-1ft
VOCs; 8 RCRA
Metals, Nickel,
Chromium VI
Monitoring
Well
VOCs; 8 RCRA Metals,
Nickel, Chromium VI*
B-4 5 Metals
0-1ft; 1-3ft; 3-5ft
8 RCRA Metals,
Nickel, Chromium VI NA NA
B-5 15
Metals
0-1ft; 1-3ft; 3-5ft
VOCs / TRPH
5ft
VOCs; TRPH;
8 RCRA Metals,
Nickel, Chromium VI
Monitoring
Well
VOCs; TRPH; 8 RCRA
Metals, Nickel,
Chromium VI*
B-6 15 1
VOCs; 8 RCRA
Metals, Nickel,
Chromium VI
Monitoring
Well
VOCs; 8 RCRA Metals,
Nickel, Chromium VI*
B-7 15 2
VOCs; 8 RCRA
Metals, Nickel,
Chromium VI
TSP VOCs; 8 RCRA Metals,
Nickel, Chromium VI*
B-8 15 2
VOCs; 8 RCRA
Metals, Nickel,
Chromium VI
TSP VOCs; 8 RCRA Metals,
Nickel, Chromium VI*
B-9 15 2
VOCs; 8 RCRA
Metals, Nickel,
Chromium VI
TSP VOCs; 8 RCRA Metals,
Nickel, Chromium VI*
B-10 15 2
VOCs; 8 RCRA
Metals, Nickel,
Chromium VI
TSP VOCs; 8 RCRA Metals,
Nickel, Chromium VI*
B-11 15 2
VOCs; 8 RCRA
Metals, Nickel,
Chromium VI
TSP VOCs; 8 RCRA Metals,
Nickel, Chromium VI*
*field-filtered using an inline 0.45-micron filter. TSP – Temporary Sampling Point. TBD – To be determined
in the field. VOC – Volatile organic compounds. NA – not applicable.
The executed chain-of-custody form and laboratory data sheets are provided in Appendix D.
3.0 DATA EVALUATION
The Tables in Appendix B summarize the laboratory analytical results for the samples collected
at the site. After a review of the initial laboratory analytical report, Terracon requested Pace to
re-run the soil samples for analyses of hexavalent chromium using a method with a lower
detection limit. There are two sets of analyses for hexavalent chromium in soils in Table 1.
Limited Site Investigation
Salt Lake Chrome ■Salt Lake City, Utah
September 4, 2020 ■Terracon Project No. 61207268
Responsive ■Resourceful ■Reliable 6
Table 1 summarizes the laboratory analytical results for soil samples analyzed for VOCs and
petroleum hydrocarbons. Results were compared to the current Environmental Protection
Agency’s (EPA’s) Regional Screening Levels (RSLs) for soil at residential and industrial
properties and the Utah Department of Environmental Quality (UDEQ) Division of Environmental
Response and Remediation’s (DERR) Initial Screening Levels (ISLs) and Tier 1 Screening Levels
(Tier 1) for petroleum hydrocarbons in soil at underground storage tank (UST) sites.
Table 2 summarizes the laboratory analytical results for soil samples analyzed for the 8 RCRA
metals, nickel and hexavalent chromium. The results are compared to the EPA’s RSLs for soil at
residential and industrial properties.
Table 3 summarizes the laboratory analytical results for groundwater samples analyzed for VOCs
and petroleum hydrocarbons. Results were compared to the EPA’s Maximum Contaminant Levels
(MCLs) for drinking water, EPA’s Target Groundwater Concentration Vapor Intrusion Screening
Levels (VISLs) for residential and industrial properties, and the DERR’s ISL and Tier 1 Screening
Levels for petroleum hydrocarbons in groundwater at UST sites.
Table 4 summarizes the laboratory analytical results for groundwater samples analyzed for
dissolved metals. Results were compared to the EPA’s MCLs. An EPA MCL is not established for
hexavalent chromium, as chromium can convert back and forth between trivalent and hexavalent
states in water. To be conservative, the MCL for total chromium assumes it is all hexavalent
chromium. Therefore, the total chromium MCL has also been used for comparison of hexavalent
chromium concentrations.
3.1 Observations
Soils at the site consisted mainly of silts to silty clays. A clay layer was encountered approximately
12 to 13 feet bgs. Significantly elevated PID readings and obvious soil impacts were not observed.
The groundwater collected from boring B-9, installed inside the facility, was observed to have a
yellow color. Groundwater was encountered between approximately 7 to 9 feet bgs during boring
installation. The anticipated groundwater flow direction is to the west-northwest consistent with
the groundwater flow measured on the eastern-adjoining property.
3.2 Soil Sample Analytical Results
3.2.1 VOCs and Petroleum Hydrocarbons
Low concentrations of one or more VOCs or petroleum hydrocarbons were reported above the
laboratory’s Reported Detection Limits (RDLs or reporting limits) in borings B-1, B-2, B-3, B-5, B-
6, B-7, B-10, and B-11. The concentrations reported were all less than the EPA’s residential RSLs
or UDEQ’s ISLs, as applicable.
Limited Site Investigation
Salt Lake Chrome ■Salt Lake City, Utah
September 4, 2020 ■Terracon Project No. 61207268
Responsive ■Resourceful ■Reliable 7
3.2.2 Total Metals
The concentrations of total arsenic reported in all the soil samples analyzed exceeded and EPA’s
residential RSL of 0.68 mg/kg and industrial RSL of 3 mg/kg; however, such exceedances are
common throughout the Salt Lake Valley where background values reportedly range from non-
detect to 97 mg/kg (U.S. Geological Survey Professional Paper 1270; 1984). The total arsenic
concentration reported in the soil samples collected from the top foot of soil in borings B-4 (113
mg/kg) and B-5 (183 mg/kg) exceeded the typical background values for the Salt Lake Valley. All
other concentrations of total arsenic were within the range of natural background levels.
Total lead was also reported in all of the soil samples analyzed, but the only two that exceeded a
screening level were the shallow soil samples collected from the top foot of soil in borings B-4
(968 mg/kg) and B-5 (555 mg/kg), which both exceeded the residential RSL of 400 mg/kg and
boring B-4 exceeded the industrial RSL of 800 mg/kg.
RSLs have not been established for total chromium. Because of this, Terracon also requested
analysis of hexavalent chromium. The results of the analysis showed that the RDLs and the
Method Detection Limits (MDLs) were above the residential RSLs in most of the samples, for
which Terracon requested the laboratory re-analyze the samples to achieve lower limits. The
second analysis reduced the MDLs and RDLs to one-half or one-third of the original run, but many
of the MDLs were still slightly higher than the residential RSLs. It was determined infeasible to
achieve MDLs below the residential RSLs with additional analyses. The concentrations of total
hexavalent chromium reported in four borings (samples B-3 @ 0-1', B-8 @ 2', B-8 @ 8', B-9 @
1.5', B-9 @ 8', and B-10 @ 7') exceeded the residential RSL of 0.3 mg/kg. None of the reported
concentrations of total hexavalent chromium exceeded the industrial RSL.
While other total metals were reported, none of the concentrations exceeded the residential RSLs.
3.3 Groundwater Sample Analytical Results
3.3.1 VOCs and Petroleum Hydrocarbons
Low concentrations of one or more VOCs were reported above the laboratory reporting limits in
each of the groundwater samples except for MW-3.
n MW-2:The concentration of trichloroethene reported in MW-2 (0.00199 mg/L)
exceeded the residential target groundwater concentration VISL (0.00119 mg/L),
but not the MCL (0.005 mg/L).
n MW-7: The concentration of benzene reported in MW-7 (0.00836 mg/L) exceeded
its MCL (0.005 mg/L) and both the residential (0.00159 mg/L) and industrial
(0.00693 mg/L) target groundwater concentration VISLs. The concentration of
Limited Site Investigation
Salt Lake Chrome ■Salt Lake City, Utah
September 4, 2020 ■Terracon Project No. 61207268
Responsive ■Resourceful ■Reliable 8
chloroform reported in MW-7 (0.00107 mg/L) exceeded the residential target
groundwater concentration VISL (0.000814 mg/L), but not the MCL (0.08 mg/L).
n MW-9: The concentration of chloroform reported in MW-7 (0.00212 mg/L)
exceeded the residential target groundwater concentration VISL (0.000814 mg/L),
but not the MCL (0.08 mg/L).
n MW-11: The concentration of benzene reported in MW-11 (0.00422 mg/L)
exceeded the residential target groundwater concentration VISL (0.00159 mg/L)
but not the MCL (0.005 mg/L) or industrial target groundwater concentrations VISL
(0.00693 mg/L).
The remaining VOC concentrations were less than the MCLs and residential target groundwater
concentration VISLs.
3.3.2 Dissolved Metals
Low concentrations of dissolved arsenic were reported in all groundwater samples collected at
the site. The concentrations reported in MW-1 (0.01 mg/L) and MW-5 (0.0256 mg/L) exceeded
the MCL of 0.01 mg/L.
The concentration of dissolved lead reported in MW-5 (0.0385 mg/L) exceeded the MCL of 0.015
mg/L.
The concentrations of dissolved total chromium reported in B-9 (1,220 mg/L) and B-10 (0.11 mg/L)
exceeded the MCL of 0.1 mg/L. Speciation of dissolved chromium reported hexavalent chromium
present in B-9 at 1,080 mg/L and in B-10 at 0.185 mg/L, indicating most the dissolved total
chromium is predominantly hexavalent chromium (i.e., likely low concentrations of trivalent
chromium).
The remaining dissolved metals concentrations were less than the MCLs.
4.0 SUMMARY AND CONCLUSIONS
The following summarizes the findings of this investigation as they relate to the RECs identified
in the Phase I ESA.
Historical On-site Assay Company: Based on the results of this investigation, it appears that
surficial soils west of the Salt Lake Chrome building, in the current bumper storage yard where
suspect soil or other material were observed in historical aerial photographs at the same time an
assay company occupied the site, are impacted with lead, arsenic, and hexavalent chromium
above the residential RSLs. The extent of impacts has not been defined.
Limited Site Investigation
Salt Lake Chrome ■Salt Lake City, Utah
September 4, 2020 ■Terracon Project No. 61207268
Responsive ■Resourceful ■Reliable 9
East-adjoining former dry-cleaning facility and truck maintenance: Monitoring well MW-2
was located on the northern area of the site in the area where chlorinated solvents have
historically been reported on the site associated with the release from the historical adjoining dry
cleaner facility. Trichloroethylene was reported in groundwater in MW-2 at a concentration that
exceeds its residential target groundwater concentration VISL but less than the MCL.
Tetrachloroethylene was also detected in MW-2, but it was less than its MCL and residential target
groundwater concentration VISL. VOCs were also detected in soil from boring B-2 (converted to
MW-2) but the concentrations were less than the residential RSLs for soil.
Releases associated with the long-term onsite chrome plating facility:Hexavalent
chromium was reported in soil collected from three borings (B-8, B-9, and B-10) advanced in the
Salt Lake Chrome building at concentrations exceeding the residential RSL. Impacts in this area
extend to at least 8 feet bgs. Hexavalent chromium was also reported in surface soil on the
western boundary of the property (B-3) at a concentration exceeding the residential RSL.
Hexavalent chromium was reported in groundwater from borings B-9 and B-10 at concentrations
exceeding the MCL. The concentration reported in B-9 was significantly elevated with a
concentration of 1,220 mg/L, orders of magnitude above the MCL of 0.1 mg/L.
Based on the hexavalent chromium reported in both soil and groundwater, it appears that a
release of hexavalent chromium has occurred at the site. The full extent and degree of the
chromium release has not been defined.
Benzene and chloroform were also reported in groundwater beneath the Salt Lake Chrome
building from one or more of the borings B-7, B-9, and B-11 at concentrations that exceed the
residential target groundwater concentration VISLs. Benzene in B-7 also exceeded its industrial
target groundwater concentration VISL. While one low concentration of benzene was identified
in soil in this area, the source of the benzene and chloroform in groundwater beneath the Salt
Lake Chrome building was not identified.
5.0 CONCLUSION
Based on the results of this LSI, releases have occurred at the site that include the following:
n Surface soils impacted by heavy metals:elevated concentrations of metals
(arsenic, lead, and hexavalent chromium) are present in surficial soils at the site
west of the Salt Lake Chrome building where historical aerial photographs showed
apparent storage of soil or other materials during the same time period the site
building to the north of the storage area was occupied by an assay company. The
full extent and degree of metals-impacted soils in this area has not been defined.
Limited Site Investigation
Salt Lake Chrome ■Salt Lake City, Utah
September 4, 2020 ■Terracon Project No. 61207268
Responsive ■Resourceful ■Reliable 10
n Subsurface soil and groundwater impacted by chromium:Soil and
groundwater have reported concentrations of hexavalent chromium that exceed
residential RSLs and MCLs, respectively. The extent of the release of hexavalent
chromium has not been defined.
n Groundwater impacted by VOCs: Three VOCs (benzene, chloroform, and
trichloroethene) were reported in groundwater at concentrations that exceed
residential target groundwater concentration VISLs and benzene exceeded the
commercial target groundwater concentration VISL in one location within the Salt
Lake Chrome building. Other VOCs were also detected, but concentrations were
less than the residential target groundwater concentration VISLs and MCLs.
Sources of these VOCs were not identified in soil samples collected at the site. It
is anticipated that the trichloroethene impacts are related to the offsite dry cleaner
release east of the site.
Terracon appreciates being of service to you on this project. If you have any questions, or require
additional services, please contact us.
APPENDIX A
Exhibits
APPENDIX B
Analytical Data Tables
Table 1 - Volatile Organic Compounds and Petroleum Hydrocarbons in Soil
Salt Lake Chrome Facility
Salt Lake City, Utah
Terracon Project No. 61207268
Lab Sample ID
Client Sample ID
Matrix
Date Collected
Analyte CAS Method Units
RSL
(Residential)
RSL
(Industrial)
UDEQ
ISL
UDEQ
Tier 1 Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
ACETONE 67-64-1 8260B mg/kg 61000 670000 NE NE <0.0616 0.0616 0.0844 0.067 J 0.0323 0.0781 <0.0469 0.0469 0.0642 <0.0618 0.0618 0.0846
ACRYLONITRILE 107-13-1 8260B mg/kg 0.25 1.1 NE NE <0.00610 0.0061 0.0211 <0.00315 0.00315 0.0156 <0.00464 0.00464 0.0161 <0.00611 0.00611 0.0212
BENZENE 71-43-2 8260B mg/kg 1.2 5.1 0.2 0.9 <0.000789 0.00079 0.0017 0.0665 J5 0.00059 0.0016 <0.000600 0.0006 0.0013 <0.000791 0.00079 0.0017
BROMOBENZENE 108-86-1 8260B mg/kg 290 1800 NE NE <0.00152 0.00152 0.0211 <0.000429 0.00043 0.0016 <0.00116 0.00116 0.0161 <0.00152 0.00152 0.0212
BROMODICHLOROMETHANE 75-27-4 8260B mg/kg 0.29 1.3 NE NE <0.00122 0.00122 0.0042 <0.00113 0.00113 0.0016 <0.000931 0.00093 0.0032 <0.00123 0.00123 0.0042
BROMOFORM 75-25-2 8260B mg/kg 19 86 NE NE <0.00198 0.00198 0.0422 <0.000662 0.00066 0.0016 <0.00150 0.0015 0.0321 <0.00198 0.00198 0.0423
BROMOMETHANE 74-83-9 8260B mg/kg 6.8 30 NE NE <0.00333 0.00333 0.0211 <0.00183 0.00183 0.0078 <0.00253 0.00253 0.0161 <0.00333 0.00333 0.0212
N-BUTYLBENZENE 104-51-8 8260B mg/kg 3900 58000 NE NE <0.00887 0.00887 0.0211 <0.000403 0.0004 0.0016 <0.00674 0.00674 0.0161 <0.00889 0.00889 0.0212
SEC-BUTYLBENZENE 135-98-8 8260B mg/kg 7800 120000 NE NE <0.00486 0.00486 0.0211 <0.000314 0.00031 0.0016 <0.00370 0.0037 0.0161 <0.00488 0.00488 0.0212
TERT-BUTYLBENZENE 98-06-6 8260B mg/kg 7800 120000 NE NE <0.00329 0.00329 0.0084 <0.000322 0.00032 0.0016 <0.00250 0.0025 0.0064 <0.00330 0.0033 0.0085
CARBON TETRACHLORIDE 56-23-5 8260B mg/kg 0.65 2.9 NE NE <0.00152 0.00152 0.0084 <0.000387 0.00039 0.0016 <0.00115 0.00115 0.0064 <0.00152 0.00152 0.0085
CHLOROBENZENE 108-90-7 8260B mg/kg 280 1300 NE NE <0.000355 0.00036 0.0042 <0.000300 0.0003 0.0016 <0.000270 0.00027 0.0032 <0.000355 0.00036 0.0042
CHLORODIBROMOMETHANE 124-48-1 8260B mg/kg 8.3 39 NE NE <0.00103 0.00103 0.0042 <0.000350 0.00035 0.0016 <0.000786 0.00079 0.0032 <0.00104 0.00104 0.0042
CHLOROETHANE 75-00-3 8260B mg/kg 14000 57000 NE NE <0.00287 0.00287 0.0084 <0.00156 0.00156 0.0078 <0.00218 0.00218 0.0064 <0.00288 0.00288 0.0085
CHLOROFORM 67-66-3 8260B mg/kg 0.32 1.4 NE NE <0.00174 0.00174 0.0042 <0.00161 0.00161 0.0078 <0.00132 0.00132 0.0032 <0.00174 0.00174 0.0042
CHLOROMETHANE 74-87-3 8260B mg/kg 110 460 NE NE <0.00735 0.00735 0.0211 <0.00102 0.00102 0.0039 <0.00559 0.00559 0.0161 <0.00736 0.00736 0.0212
2-CHLOROTOLUENE 95-49-8 8260B mg/kg 1600 23000 NE NE <0.00146 0.00146 0.0042 <0.000351 0.00035 0.0016 <0.00111 0.00111 0.0032 <0.00146 0.00146 0.0042
4-CHLOROTOLUENE 106-43-4 8260B mg/kg 1600 23000 NE NE <0.000760 0.00076 0.0084 <0.00108 0.00108 0.0016 <0.000578 0.00058 0.0064 <0.000762 0.00076 0.0085
1,2-DIBROMO-3-CHLOROPROPANE 96-12-8 8260B mg/kg 0.0053 0.064 NE NE <0.00659 0.00659 0.0422 <0.00297 0.00297 0.0078 <0.00501 0.00501 0.0321 <0.00660 0.0066 0.0423
1,2-DIBROMOETHANE 106-93-4 8260B mg/kg 0.036 0.16 NE NE <0.00109 0.00109 0.0042 <0.000390 0.00039 0.0016 <0.000832 0.00083 0.0032 <0.00110 0.0011 0.0042
DIBROMOMETHANE 74-95-3 8260B mg/kg 24 99 NE NE <0.00127 0.00127 0.0084 <0.000547 0.00055 0.0016 <0.000963 0.00096 0.0064 <0.00127 0.00127 0.0085
1,2-DICHLOROBENZENE 95-50-1 8260B mg/kg 1800 9300 NE NE <0.000718 0.00072 0.0084 <0.000664 0.00066 0.0016 <0.000546 0.00055 0.0064 <0.000719 0.00072 0.0085
1,3-DICHLOROBENZENE 541-73-1 8260B mg/kg NE NE NE NE <0.00101 0.00101 0.0084 <0.000937 0.00094 0.0016 <0.000771 0.00077 0.0064 <0.00102 0.00102 0.0085
1,4-DICHLOROBENZENE 106-46-7 8260B mg/kg 2.6 11 NE NE <0.00118 0.00118 0.0084 <0.00130 0.0013 0.0016 <0.000899 0.0009 0.0064 <0.00118 0.00118 0.0085
DICHLORODIFLUOROMETHANE 75-71-8 8260B mg/kg 87 370 NE NE <0.00272 0.00272 0.0042 <0.000448 0.00045 0.0078 <0.00207 0.00207 0.0032 <0.00273 0.00273 0.0042
1,1-DICHLOROETHANE 75-34-3 8260B mg/kg 3.6 16 NE NE <0.000829 0.00083 0.0042 <0.000419 0.00042 0.0016 <0.000631 0.00063 0.0032 <0.000831 0.00083 0.0042
1,2-DICHLOROETHANE 107-06-2 8260B mg/kg 0.46 2 NE NE <0.00110 0.0011 0.0042 <0.000703 0.0007 0.0016 <0.000834 0.00083 0.0032 <0.00110 0.0011 0.0042
1,1-DICHLOROETHENE 75-35-4 8260B mg/kg 230 1000 NE NE <0.00102 0.00102 0.0042 <0.000554 0.00055 0.0016 <0.000778 0.00078 0.0032 <0.00103 0.00103 0.0042
CIS-1,2-DICHLOROETHENE 156-59-2 8260B mg/kg 160 2300 NE NE <0.00124 0.00124 0.0042 <0.000742 0.00074 0.0016 <0.000943 0.00094 0.0032 <0.00124 0.00124 0.0042
TRANS-1,2-DICHLOROETHENE 156-60-5 8260B mg/kg 1600 23000 NE NE <0.00176 0.00176 0.0084 <0.000781 0.00078 0.0016 <0.00134 0.00134 0.0064 <0.00176 0.00176 0.0085
1,2-DICHLOROPROPANE 78-87-5 8260B mg/kg 2.5 11 NE NE <0.00240 0.0024 0.0084 <0.000256 0.00026 0.0016 <0.00182 0.00182 0.0064 <0.00240 0.0024 0.0085
1,1-DICHLOROPROPENE 563-58-6 8260B mg/kg NE NE NE NE <0.00137 0.00137 0.0042 <0.000586 0.00059 0.0016 <0.00104 0.00104 0.0032 <0.00137 0.00137 0.0042
1,3-DICHLOROPROPANE 142-28-9 8260B mg/kg 1600 23000 NE NE <0.000846 0.00085 0.0084 <0.000351 0.00035 0.0016 <0.000643 0.00064 0.0064 <0.000848 0.00085 0.0085
CIS-1,3-DICHLOROPROPENE 10061-01-5 8260B mg/kg NE NE NE NE <0.00128 0.00128 0.0042 <0.000664 0.00066 0.0016 <0.000972 0.00097 0.0032 <0.00128 0.00128 0.0042
TRANS-1,3-DICHLOROPROPENE 10061-02-6 8260B mg/kg NE NE NE NE <0.00193 0.00193 0.0084 <0.00105 0.00105 0.0016 <0.00146 0.00146 0.0064 <0.00193 0.00193 0.0085
2,2-DICHLOROPROPANE 594-20-7 8260B mg/kg NE NE NE NE <0.00233 0.00233 0.0042 <0.000586 0.00059 0.0016 <0.00177 0.00177 0.0032 <0.00234 0.00234 0.0042
DI-ISOPROPYL ETHER 108-20-3 8260B mg/kg 2200 9400 NE NE <0.000692 0.00069 0.0017 <0.000345 0.00035 0.0016 <0.000527 0.00053 0.0013 <0.000694 0.00069 0.0017
ETHYLBENZENE 100-41-4 8260B mg/kg 5.8 25 5 23 <0.00124 0.00124 0.0042 0.00796 0.00047 0.0016 <0.000947 0.00095 0.0032 <0.00125 0.00125 0.0042
HEXACHLORO-1,3-BUTADIENE 87-68-3 8260B mg/kg 1.2 5.3 NE NE <0.0101 0.0101 0.0422 <0.000534 0.00053 0.0016 <0.00771 0.00771 0.0321 <0.0102 0.0102 0.0423
ISOPROPYLBENZENE 98-82-8 8260B mg/kg 1900 9900 NE NE <0.000718 0.00072 0.0042 0.000696 J 0.00066 0.0016 <0.000546 0.00055 0.0032 <0.000719 0.00072 0.0042
P-ISOPROPYLTOLUENE 99-87-6 8260B mg/kg NE NE NE NE <0.00431 0.00431 0.0084 <0.000319 0.00032 0.0016 <0.00328 0.00328 0.0064 <0.00432 0.00432 0.0085
08/17/2020 08/17/2020 08/17/202008/17/2020
SS SS SSSS
B-1 @ 11.5 B-3 @ 0-1'B-2 @ 6.5'B-5 @ 5'
L1253135-01 L1253135-02 L1253135-12L1253135-08
Page 1 of 8
Table 1 - Volatile Organic Compounds and Petroleum Hydrocarbons in Soil
Salt Lake Chrome Facility
Salt Lake City, Utah
Terracon Project No. 61207268
Lab Sample ID
Client Sample ID
Matrix
Date Collected
Analyte CAS Method Units
RSL
(Residential)
RSL
(Industrial)
UDEQ
ISL
UDEQ
Tier 1 Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
08/17/2020 08/17/2020 08/17/202008/17/2020
SS SS SSSS
B-1 @ 11.5 B-3 @ 0-1'B-2 @ 6.5'B-5 @ 5'
L1253135-01 L1253135-02 L1253135-12L1253135-08
2-BUTANONE (MEK)78-93-3 8260B mg/kg 27000 190000 NE NE <0.107 0.107 0.169 0.00893 J 0.00731 0.0156 0.088 J 0.0816 0.128 <0.107 0.107 0.169
METHYLENE CHLORIDE 75-09-2 8260B mg/kg 57 1000 NE NE <0.0112 0.0112 0.0422 <0.00156 0.00156 0.0078 <0.00853 0.00853 0.0321 <0.0112 0.0112 0.0423
4-METHYL-2-PENTANONE (MIBK)108-10-1 8260B mg/kg 33000 140000 NE NE <0.00385 0.00385 0.0422 <0.00148 0.00148 0.0156 <0.00293 0.00293 0.0321 <0.00386 0.00386 0.0423
METHYL TERT-BUTYL ETHER 1634-04-4 8260B mg/kg 47 210 0.3 0.3 <0.000591 0.00059 0.0017 <0.000547 0.00055 0.0016 <0.000450 0.00045 0.0013 <0.000592 0.00059 0.0017
NAPHTHALENE 91-20-3 8260B mg/kg 2 8.6 51 51 0.016 J 0.00824 0.0211 <0.00778 J5 0.00778 0.0078 <0.00627 0.00627 0.0161 <0.00826 0.00826 0.0212
N-PROPYLBENZENE 103-65-1 8260B mg/kg 3800 24000 NE NE <0.00160 0.0016 0.0084 0.000893 J 0.00032 0.0016 <0.00122 0.00122 0.0064 <0.00161 0.00161 0.0085
STYRENE 100-42-5 8260B mg/kg 6000 35000 NE NE <0.000387 0.00039 0.0211 <0.000348 0.00035 0.0016 <0.000294 0.00029 0.0161 <0.000388 0.00039 0.0212
1,1,1,2-TETRACHLOROETHANE 630-20-6 8260B mg/kg 2 8.8 NE NE <0.00160 0.0016 0.0042 <0.000462 0.00046 0.0016 <0.00122 0.00122 0.0032 <0.00160 0.0016 0.0042
1,1,2,2-TETRACHLOROETHANE 79-34-5 8260B mg/kg 0.6 2.7 NE NE <0.00117 0.00117 0.0042 <0.000361 0.00036 0.0016 <0.000893 0.00089 0.0032 <0.00118 0.00118 0.0042
1,1,2-TRICHLOROTRIFLUOROETHANE 76-13-1 8260B mg/kg 6700 28000 NE NE <0.00127 0.00127 0.0042 <0.000665 0.00067 0.0016 <0.000968 0.00097 0.0032 <0.00128 0.00128 0.0042
TETRACHLOROETHENE 127-18-4 8260B mg/kg 24 100 NE NE <0.00151 0.00151 0.0042 0.00273 0.00051 0.0016 <0.00115 0.00115 0.0032 <0.00152 0.00152 0.0042
TOLUENE 108-88-3 8260B mg/kg 4900 47000 9 25 <0.00220 0.0022 0.0084 0.052 J5 0.00192 0.0078 <0.00167 0.00167 0.0064 <0.00220 0.0022 0.0085
1,2,3-TRICHLOROBENZENE 87-61-6 8260B mg/kg 63 930 NE NE <0.0124 0.0124 0.0211 <0.000478 0.00048 0.0016 <0.00941 0.00941 0.0161 <0.0124 0.0124 0.0212
1,2,4-TRICHLOROBENZENE 120-82-1 8260B mg/kg 24 110 NE NE <0.00743 0.00743 0.0211 <0.000606 0.00061 0.0016 <0.00565 0.00565 0.0161 <0.00745 0.00745 0.0212
1,1,1-TRICHLOROETHANE 71-55-6 8260B mg/kg 8100 36000 NE NE <0.00156 0.00156 0.0042 <0.000578 0.00058 0.0016 <0.00119 0.00119 0.0032 <0.00156 0.00156 0.0042
1,1,2-TRICHLOROETHANE 79-00-5 8260B mg/kg 1.1 5 NE NE <0.00101 0.00101 0.0042 <0.000664 0.00066 0.0016 <0.000767 0.00077 0.0032 <0.00101 0.00101 0.0042
TRICHLOROETHENE 79-01-6 8260B mg/kg 0.94 6 NE NE <0.000986 0.00099 0.0017 <0.000312 0.00031 0.0016 <0.000750 0.00075 0.0013 <0.000989 0.00099 0.0017
TRICHLOROFLUOROMETHANE 75-69-4 8260B mg/kg 23000 350000 NE NE <0.00140 0.0014 0.0042 <0.000556 0.00056 0.0078 <0.00106 0.00106 0.0032 <0.00140 0.0014 0.0042
1,2,3-TRICHLOROPROPANE 96-18-4 8260B mg/kg 0.0051 0.11 NE NE <0.00274 0.00274 0.0211 <0.000381 0.00038 0.0039 <0.00208 0.00208 0.0161 <0.00274 0.00274 0.0212
1,2,4-TRIMETHYLBENZENE 95-63-6 8260B mg/kg 300 1800 NE NE 0.00579 J 0.00267 0.0084 0.00275 0.00033 0.0016 0.00306 J 0.00203 0.0064 <0.00267 0.00267 0.0085
1,2,3-TRIMETHYLBENZENE 526-73-8 8260B mg/kg 340 2000 NE NE 0.00633 J 0.00267 0.0084 0.000984 J 0.00045 0.0016 <0.00203 0.00203 0.0064 <0.00267 0.00267 0.0085
1,3,5-TRIMETHYLBENZENE 108-67-8 8260B mg/kg 270 1500 NE NE <0.00338 0.00338 0.0084 0.00103 J 0.00042 0.0016 <0.00257 0.00257 0.0064 <0.00339 0.00339 0.0085
VINYL CHLORIDE 75-01-4 8260B mg/kg 0.059 1.7 NE NE <0.00196 0.00196 0.0042 <0.000353 0.00035 0.0016 <0.00149 0.00149 0.0032 <0.00196 0.00196 0.0042
XYLENES, TOTAL 1330-20-7 8260B mg/kg 580 2500 142 142 0.00464 J 0.00149 0.011 0.0209 0.00078 0.0047 <0.00113 0.00113 0.0084 <0.00149 0.00149 0.011
TPH (GC/MS) LOW FRACTION 8006-61-9 8260B mg/kg NE NE 150 1500 NA 0.336 J 0.286 0.781 NA NA
DRO W/ SGT 3546/DRO mg/kg NE NE 500 5000 NA <1.20 1.2 6.25 NA NA
OIL & GREASE (HEXANE EXTR)9071B mg/kg NE NE 1000 10000 NA 153 J 51.5 156 NA 201 44.4 135
MDL - Laboratory's Method Detection Limit; RDL - Laboratory's Reported Detection Limit; NA - not analyzed;
NE - not established.Italicized value exceeds screening level.
Grey shaded values were reported above the MDL. Color shaded values exceed a screening level.
Qualifiers (Q): J: The identification of the analyte is acceptable; the reported value is an estimate.J3: The
associated batch QC was outside the established quality control range for precision. J4: The associated batch
QC was outside the established quality control range for accuracy.J5: The sample matrix interfered with the
ability to make any accurate determination; spike value is high.J6: The sample matrix interfered with the
ability to make any accurate determination; spike value is low.
RSL - U.S. Environmental Protection Agency's Regional Screening Levels (RSLs) for soil at residential and
industrial properties (Target Cancer Risk = 1E-06; Target Hazard Quotient = 1). UDEQ - Utah Department of
Environmental Quality's Initial Screening Levels (ISLs) and risk-based Tier 1 Screening Levels (Tier 1) for
petroleum at leaking underground storage tank sites.
Page 2 of 8
Table 1 - Volatile Organic Compounds and Petroleum Hydrocarbons in Soil
Salt Lake Chrome Facility
Salt Lake City, Utah
Terracon Project No. 61207268
Lab Sample ID
Client Sample ID
Matrix
Date Collected
Analyte CAS Method Units
RSL
(Residential)
RSL
(Industrial)
UDEQ
ISL
UDEQ
Tier 1
ACETONE 67-64-1 8260B mg/kg 61000 670000 NE NE
ACRYLONITRILE 107-13-1 8260B mg/kg 0.25 1.1 NE NE
BENZENE 71-43-2 8260B mg/kg 1.2 5.1 0.2 0.9
BROMOBENZENE 108-86-1 8260B mg/kg 290 1800 NE NE
BROMODICHLOROMETHANE 75-27-4 8260B mg/kg 0.29 1.3 NE NE
BROMOFORM 75-25-2 8260B mg/kg 19 86 NE NE
BROMOMETHANE 74-83-9 8260B mg/kg 6.8 30 NE NE
N-BUTYLBENZENE 104-51-8 8260B mg/kg 3900 58000 NE NE
SEC-BUTYLBENZENE 135-98-8 8260B mg/kg 7800 120000 NE NE
TERT-BUTYLBENZENE 98-06-6 8260B mg/kg 7800 120000 NE NE
CARBON TETRACHLORIDE 56-23-5 8260B mg/kg 0.65 2.9 NE NE
CHLOROBENZENE 108-90-7 8260B mg/kg 280 1300 NE NE
CHLORODIBROMOMETHANE 124-48-1 8260B mg/kg 8.3 39 NE NE
CHLOROETHANE 75-00-3 8260B mg/kg 14000 57000 NE NE
CHLOROFORM 67-66-3 8260B mg/kg 0.32 1.4 NE NE
CHLOROMETHANE 74-87-3 8260B mg/kg 110 460 NE NE
2-CHLOROTOLUENE 95-49-8 8260B mg/kg 1600 23000 NE NE
4-CHLOROTOLUENE 106-43-4 8260B mg/kg 1600 23000 NE NE
1,2-DIBROMO-3-CHLOROPROPANE 96-12-8 8260B mg/kg 0.0053 0.064 NE NE
1,2-DIBROMOETHANE 106-93-4 8260B mg/kg 0.036 0.16 NE NE
DIBROMOMETHANE 74-95-3 8260B mg/kg 24 99 NE NE
1,2-DICHLOROBENZENE 95-50-1 8260B mg/kg 1800 9300 NE NE
1,3-DICHLOROBENZENE 541-73-1 8260B mg/kg NE NE NE NE
1,4-DICHLOROBENZENE 106-46-7 8260B mg/kg 2.6 11 NE NE
DICHLORODIFLUOROMETHANE 75-71-8 8260B mg/kg 87 370 NE NE
1,1-DICHLOROETHANE 75-34-3 8260B mg/kg 3.6 16 NE NE
1,2-DICHLOROETHANE 107-06-2 8260B mg/kg 0.46 2 NE NE
1,1-DICHLOROETHENE 75-35-4 8260B mg/kg 230 1000 NE NE
CIS-1,2-DICHLOROETHENE 156-59-2 8260B mg/kg 160 2300 NE NE
TRANS-1,2-DICHLOROETHENE 156-60-5 8260B mg/kg 1600 23000 NE NE
1,2-DICHLOROPROPANE 78-87-5 8260B mg/kg 2.5 11 NE NE
1,1-DICHLOROPROPENE 563-58-6 8260B mg/kg NE NE NE NE
1,3-DICHLOROPROPANE 142-28-9 8260B mg/kg 1600 23000 NE NE
CIS-1,3-DICHLOROPROPENE 10061-01-5 8260B mg/kg NE NE NE NE
TRANS-1,3-DICHLOROPROPENE 10061-02-6 8260B mg/kg NE NE NE NE
2,2-DICHLOROPROPANE 594-20-7 8260B mg/kg NE NE NE NE
DI-ISOPROPYL ETHER 108-20-3 8260B mg/kg 2200 9400 NE NE
ETHYLBENZENE 100-41-4 8260B mg/kg 5.8 25 5 23
HEXACHLORO-1,3-BUTADIENE 87-68-3 8260B mg/kg 1.2 5.3 NE NE
ISOPROPYLBENZENE 98-82-8 8260B mg/kg 1900 9900 NE NE
P-ISOPROPYLTOLUENE 99-87-6 8260B mg/kg NE NE NE NE
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
<0.0770 0.077 0.105 <0.0507 J3 0.0507 0.0694 <0.0780 0.078 0.107 <0.0529 0.0529 0.0725
<0.00761 0.00761 0.0264 <0.00501 0.00501 0.0174 <0.00772 0.00772 0.0266 <0.00524 0.00524 0.0181
<0.000985 0.00099 0.0021 <0.000648 0.00065 0.0014 <0.000998 J3 0.001 0.0021 <0.000677 0.00068 0.0015
<0.00190 0.0019 0.0264 <0.00125 0.00125 0.0174 <0.00192 J3 0.00192 0.0266 <0.00131 0.00131 0.0181
<0.00153 0.00153 0.0053 <0.00101 0.00101 0.0035 <0.00155 J3 0.00155 0.0054 <0.00105 0.00105 0.0036
<0.00247 0.00247 0.0527 <0.00162 0.00162 0.0347 <0.00249 0.00249 0.0535 <0.00170 0.0017 0.0363
<0.00415 0.00415 0.0264 <0.00274 0.00274 0.0174 <0.00421 J3 0.00421 0.0266 <0.00286 0.00286 0.0181
<0.0111 0.0111 0.0264 <0.00729 0.00729 0.0174 <0.0112 J3 0.0112 0.0266 <0.00762 0.00762 0.0181
<0.00607 0.00607 0.0264 <0.00400 0.004 0.0174 <0.00615 J3 0.00615 0.0266 <0.00418 0.00418 0.0181
<0.00411 0.00411 0.0105 <0.00271 0.00271 0.0069 <0.00416 J3 0.00416 0.0107 <0.00283 0.00283 0.0073
<0.00189 0.00189 0.0105 <0.00125 0.00125 0.0069 <0.00192 J3 0.00192 0.0107 <0.00130 0.0013 0.0073
<0.000443 0.00044 0.0053 <0.000292 0.00029 0.0035 <0.000448 J3 0.00045 0.0054 <0.000305 0.00031 0.0036
<0.00129 0.00129 0.0053 <0.000850 0.00085 0.0035 <0.00131 J3 0.00131 0.0054 <0.000888 0.00089 0.0036
<0.00358 0.00358 0.0105 <0.00236 0.00236 0.0069 <0.00364 J3 0.00364 0.0107 <0.00247 0.00247 0.0073
<0.00217 0.00217 0.0053 <0.00143 0.00143 0.0035 <0.00220 J3 0.0022 0.0054 <0.00149 0.00149 0.0036
<0.00917 0.00917 0.0264 <0.00604 0.00604 0.0174 <0.00928 J3 0.00928 0.0266 <0.00631 0.00631 0.0181
<0.00182 0.00182 0.0053 <0.00120 0.0012 0.0035 <0.00185 J3 0.00185 0.0054 <0.00125 0.00125 0.0036
<0.000949 0.00095 0.0105 <0.000625 0.00063 0.0069 <0.000962 J3 0.00096 0.0107 <0.000653 0.00065 0.0073
<0.00822 0.00822 0.0527 <0.00541 0.00541 0.0347 <0.00833 0.00833 0.0535 <0.00566 0.00566 0.0363
<0.00137 0.00137 0.0053 <0.000900 0.0009 0.0035 <0.00138 J3 0.00138 0.0054 <0.000940 0.00094 0.0036
<0.00158 0.00158 0.0105 <0.00104 0.00104 0.0069 <0.00160 0.0016 0.0107 <0.00109 0.00109 0.0073
<0.000896 0.0009 0.0105 <0.000590 0.00059 0.0069 <0.000907 J3 0.00091 0.0107 <0.000617 0.00062 0.0073
<0.00126 0.00126 0.0105 <0.000833 0.00083 0.0069 <0.00128 J3 0.00128 0.0107 <0.000870 0.00087 0.0073
<0.00148 0.00148 0.0105 <0.000972 0.00097 0.0069 <0.00149 J3 0.00149 0.0107 <0.00102 0.00102 0.0073
<0.00339 0.00339 0.0053 <0.00224 0.00224 0.0035 <0.00345 J3 J5 0.00345 0.0054 <0.00234 0.00234 0.0036
<0.00104 0.00104 0.0053 <0.000682 0.00068 0.0035 <0.00105 J3 0.00105 0.0054 <0.000712 0.00071 0.0036
<0.00137 0.00137 0.0053 <0.000901 0.0009 0.0035 <0.00138 J3 0.00138 0.0054 <0.000941 0.00094 0.0036
<0.00128 0.00128 0.0053 <0.000841 0.00084 0.0035 <0.00129 J3 0.00129 0.0054 <0.000879 0.00088 0.0036
<0.00155 0.00155 0.0053 <0.00102 0.00102 0.0035 <0.00157 J3 0.00157 0.0054 <0.00106 0.00106 0.0036
<0.00219 0.00219 0.0105 <0.00144 0.00144 0.0069 <0.00222 J3 0.00222 0.0107 <0.00151 0.00151 0.0073
<0.00299 0.00299 0.0105 <0.00197 0.00197 0.0069 <0.00302 J3 0.00302 0.0107 <0.00206 0.00206 0.0073
<0.00171 0.00171 0.0053 <0.00112 0.00112 0.0035 <0.00173 J3 0.00173 0.0054 <0.00117 0.00117 0.0036
<0.00106 0.00106 0.0105 <0.000696 0.0007 0.0069 <0.00107 J3 0.00107 0.0107 <0.000727 0.00073 0.0073
<0.00160 0.0016 0.0053 <0.00105 0.00105 0.0035 <0.00162 J3 0.00162 0.0054 <0.00110 0.0011 0.0036
<0.00240 0.0024 0.0105 <0.00158 0.00158 0.0069 <0.00243 J3 0.00243 0.0107 <0.00165 0.00165 0.0073
<0.00291 0.00291 0.0053 <0.00192 0.00192 0.0035 <0.00294 J3 0.00294 0.0054 <0.00200 0.002 0.0036
<0.000864 0.00086 0.0021 <0.000569 0.00057 0.0014 <0.000875 J3 0.00088 0.0021 <0.000595 0.0006 0.0015
<0.00155 0.00155 0.0053 <0.00102 0.00102 0.0035 <0.00157 J3 0.00157 0.0054 <0.00107 0.00107 0.0036
<0.0126 0.0126 0.0527 <0.00833 0.00833 0.0347 <0.0128 J3 0.0128 0.0535 <0.00870 0.0087 0.0363
<0.000896 0.0009 0.0053 <0.000590 0.00059 0.0035 <0.000907 J3 0.00091 0.0054 <0.000617 0.00062 0.0036
<0.00538 0.00538 0.0105 <0.00354 0.00354 0.0069 <0.00545 J3 0.00545 0.0107 <0.00370 0.0037 0.0073
08/17/2020 08/18/202008/18/2020 08/18/2020
SSSS SS SS
B-6 @ 6.5'
L1253135-26 L1253135-27
B-7 @ 1.5'B-7 @7'B-8 @ 2'
L1253135-13 L1253135-14
Page 3 of 8
Table 1 - Volatile Organic Compounds and Petroleum Hydrocarbons in Soil
Salt Lake Chrome Facility
Salt Lake City, Utah
Terracon Project No. 61207268
Lab Sample ID
Client Sample ID
Matrix
Date Collected
Analyte CAS Method Units
RSL
(Residential)
RSL
(Industrial)
UDEQ
ISL
UDEQ
Tier 1
ACETONE 67-64-1 8260B mg/kg 61000 670000 NE NE2-BUTANONE (MEK)78-93-3 8260B mg/kg 27000 190000 NE NE
METHYLENE CHLORIDE 75-09-2 8260B mg/kg 57 1000 NE NE
4-METHYL-2-PENTANONE (MIBK)108-10-1 8260B mg/kg 33000 140000 NE NE
METHYL TERT-BUTYL ETHER 1634-04-4 8260B mg/kg 47 210 0.3 0.3
NAPHTHALENE 91-20-3 8260B mg/kg 2 8.6 51 51
N-PROPYLBENZENE 103-65-1 8260B mg/kg 3800 24000 NE NE
STYRENE 100-42-5 8260B mg/kg 6000 35000 NE NE
1,1,1,2-TETRACHLOROETHANE 630-20-6 8260B mg/kg 2 8.8 NE NE
1,1,2,2-TETRACHLOROETHANE 79-34-5 8260B mg/kg 0.6 2.7 NE NE
1,1,2-TRICHLOROTRIFLUOROETHANE 76-13-1 8260B mg/kg 6700 28000 NE NE
TETRACHLOROETHENE 127-18-4 8260B mg/kg 24 100 NE NE
TOLUENE 108-88-3 8260B mg/kg 4900 47000 9 25
1,2,3-TRICHLOROBENZENE 87-61-6 8260B mg/kg 63 930 NE NE
1,2,4-TRICHLOROBENZENE 120-82-1 8260B mg/kg 24 110 NE NE
1,1,1-TRICHLOROETHANE 71-55-6 8260B mg/kg 8100 36000 NE NE
1,1,2-TRICHLOROETHANE 79-00-5 8260B mg/kg 1.1 5 NE NE
TRICHLOROETHENE 79-01-6 8260B mg/kg 0.94 6 NE NE
TRICHLOROFLUOROMETHANE 75-69-4 8260B mg/kg 23000 350000 NE NE
1,2,3-TRICHLOROPROPANE 96-18-4 8260B mg/kg 0.0051 0.11 NE NE
1,2,4-TRIMETHYLBENZENE 95-63-6 8260B mg/kg 300 1800 NE NE
1,2,3-TRIMETHYLBENZENE 526-73-8 8260B mg/kg 340 2000 NE NE
1,3,5-TRIMETHYLBENZENE 108-67-8 8260B mg/kg 270 1500 NE NE
VINYL CHLORIDE 75-01-4 8260B mg/kg 0.059 1.7 NE NE
XYLENES, TOTAL 1330-20-7 8260B mg/kg 580 2500 142 142
TPH (GC/MS) LOW FRACTION 8006-61-9 8260B mg/kg NE NE 150 1500
DRO W/ SGT 3546/DRO mg/kg NE NE 500 5000
OIL & GREASE (HEXANE EXTR)9071B mg/kg NE NE 1000 10000
MDL - Laboratory's Method Detection Limit; RDL - Laboratory's Reported Detection Limit; NA - not analyzed;
NE - not established.Italicized value exceeds screening level.
Grey shaded values were reported above the MDL. Color shaded values exceed a screening level.
Qualifiers (Q): J: The identification of the analyte is acceptable; the reported value is an estimate.J3: The
associated batch QC was outside the established quality control range for precision. J4: The associated batch
QC was outside the established quality control range for accuracy.J5: The sample matrix interfered with the
ability to make any accurate determination; spike value is high.J6: The sample matrix interfered with the
ability to make any accurate determination; spike value is low.
RSL - U.S. Environmental Protection Agency's Regional Screening Levels (RSLs) for soil at residential and
industrial properties (Target Cancer Risk = 1E-06; Target Hazard Quotient = 1). UDEQ - Utah Department of
Environmental Quality's Initial Screening Levels (ISLs) and risk-based Tier 1 Screening Levels (Tier 1) for
petroleum at leaking underground storage tank sites.
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
08/17/2020 08/18/202008/18/2020 08/18/2020
SSSS SS SS
B-6 @ 6.5'
L1253135-26 L1253135-27
B-7 @ 1.5'B-7 @7'B-8 @ 2'
L1253135-13 L1253135-14
0.221 0.134 0.211 <0.0882 0.0882 0.139 <0.135 0.135 0.213 <0.0921 0.0921 0.145
<0.0140 0.014 0.0527 <0.00922 0.00922 0.0347 <0.0142 J3 0.0142 0.0535 <0.00963 0.00963 0.0363
<0.00481 0.00481 0.0527 <0.00317 0.00317 0.0347 <0.00486 0.00486 0.0535 <0.00331 0.00331 0.0363
<0.000738 0.00074 0.0021 <0.000486 0.00049 0.0014 <0.000748 0.00075 0.0021 <0.000508 0.00051 0.0015
<0.0103 0.0103 0.0264 <0.00678 0.00678 0.0174 <0.0104 0.0104 0.0266 <0.00708 0.00708 0.0181
<0.00200 0.002 0.0105 <0.00132 0.00132 0.0069 <0.00203 J3 0.00203 0.0107 <0.00138 0.00138 0.0073
<0.000483 0.00048 0.0264 0.000417 J 0.00032 0.0174 0.000693 J J3 0.00049 0.0266 <0.000332 0.00033 0.0181
<0.00200 0.002 0.0053 <0.00132 0.00132 0.0035 <0.00202 J3 0.00202 0.0054 <0.00138 0.00138 0.0036
<0.00147 0.00147 0.0053 <0.000965 0.00097 0.0035 <0.00148 J3 0.00148 0.0054 <0.00101 0.00101 0.0036
<0.00159 0.00159 0.0053 <0.00105 0.00105 0.0035 <0.00161 J3 0.00161 0.0054 <0.00109 0.00109 0.0036
<0.00189 0.00189 0.0053 <0.00124 0.00124 0.0035 <0.00191 J3 0.00191 0.0054 <0.00130 0.0013 0.0036
<0.00274 0.00274 0.0105 <0.00180 0.0018 0.0069 <0.00277 J3 0.00277 0.0107 <0.00189 0.00189 0.0073
<0.0155 0.0155 0.0264 <0.0102 0.0102 0.0174 <0.0156 0.0156 0.0266 <0.0106 0.0106 0.0181
<0.00928 0.00928 0.0264 <0.00611 0.00611 0.0174 <0.00939 J3 0.00939 0.0266 <0.00638 0.00638 0.0181
<0.00195 0.00195 0.0053 <0.00128 0.00128 0.0035 <0.00197 J3 0.00197 0.0054 <0.00134 0.00134 0.0036
<0.00126 0.00126 0.0053 <0.000829 0.00083 0.0035 <0.00127 J3 0.00127 0.0054 <0.000866 0.00087 0.0036
<0.00123 0.00123 0.0021 <0.000811 0.00081 0.0014 <0.00125 J3 0.00125 0.0021 <0.000847 0.00085 0.0015
<0.00174 0.00174 0.0053 <0.00115 0.00115 0.0035 <0.00177 J3 0.00177 0.0054 <0.00120 0.0012 0.0036
<0.00342 0.00342 0.0264 <0.00225 0.00225 0.0174 <0.00347 0.00347 0.0266 <0.00235 0.00235 0.0181
<0.00333 0.00333 0.0105 0.00268 J 0.00219 0.0069 <0.00338 J3 0.00338 0.0107 <0.00229 0.00229 0.0073
<0.00333 0.00333 0.0105 0.00312 J 0.00219 0.0069 <0.00338 J3 0.00338 0.0107 <0.00229 0.00229 0.0073
<0.00422 0.00422 0.0105 <0.00278 0.00278 0.0069 <0.00427 J3 0.00427 0.0107 <0.00290 0.0029 0.0073
<0.00245 0.00245 0.0053 <0.00161 0.00161 0.0035 <0.00247 J3 0.00247 0.0054 <0.00168 0.00168 0.0036
<0.00186 0.00186 0.0137 0.00518 J 0.00122 0.009 <0.00188 J3 0.00188 0.0139 <0.00128 0.00128 0.0094
NA NA NA NA
NA NA NA NA
NA NA NA NA
Page 4 of 8
Table 1 - Volatile Organic Compounds and Petroleum Hydrocarbons in Soil
Salt Lake Chrome Facility
Salt Lake City, Utah
Terracon Project No. 61207268
Lab Sample ID
Client Sample ID
Matrix
Date Collected
Analyte CAS Method Units
RSL
(Residential)
RSL
(Industrial)
UDEQ
ISL
UDEQ
Tier 1
ACETONE 67-64-1 8260B mg/kg 61000 670000 NE NE
ACRYLONITRILE 107-13-1 8260B mg/kg 0.25 1.1 NE NE
BENZENE 71-43-2 8260B mg/kg 1.2 5.1 0.2 0.9
BROMOBENZENE 108-86-1 8260B mg/kg 290 1800 NE NE
BROMODICHLOROMETHANE 75-27-4 8260B mg/kg 0.29 1.3 NE NE
BROMOFORM 75-25-2 8260B mg/kg 19 86 NE NE
BROMOMETHANE 74-83-9 8260B mg/kg 6.8 30 NE NE
N-BUTYLBENZENE 104-51-8 8260B mg/kg 3900 58000 NE NE
SEC-BUTYLBENZENE 135-98-8 8260B mg/kg 7800 120000 NE NE
TERT-BUTYLBENZENE 98-06-6 8260B mg/kg 7800 120000 NE NE
CARBON TETRACHLORIDE 56-23-5 8260B mg/kg 0.65 2.9 NE NE
CHLOROBENZENE 108-90-7 8260B mg/kg 280 1300 NE NE
CHLORODIBROMOMETHANE 124-48-1 8260B mg/kg 8.3 39 NE NE
CHLOROETHANE 75-00-3 8260B mg/kg 14000 57000 NE NE
CHLOROFORM 67-66-3 8260B mg/kg 0.32 1.4 NE NE
CHLOROMETHANE 74-87-3 8260B mg/kg 110 460 NE NE
2-CHLOROTOLUENE 95-49-8 8260B mg/kg 1600 23000 NE NE
4-CHLOROTOLUENE 106-43-4 8260B mg/kg 1600 23000 NE NE
1,2-DIBROMO-3-CHLOROPROPANE 96-12-8 8260B mg/kg 0.0053 0.064 NE NE
1,2-DIBROMOETHANE 106-93-4 8260B mg/kg 0.036 0.16 NE NE
DIBROMOMETHANE 74-95-3 8260B mg/kg 24 99 NE NE
1,2-DICHLOROBENZENE 95-50-1 8260B mg/kg 1800 9300 NE NE
1,3-DICHLOROBENZENE 541-73-1 8260B mg/kg NE NE NE NE
1,4-DICHLOROBENZENE 106-46-7 8260B mg/kg 2.6 11 NE NE
DICHLORODIFLUOROMETHANE 75-71-8 8260B mg/kg 87 370 NE NE
1,1-DICHLOROETHANE 75-34-3 8260B mg/kg 3.6 16 NE NE
1,2-DICHLOROETHANE 107-06-2 8260B mg/kg 0.46 2 NE NE
1,1-DICHLOROETHENE 75-35-4 8260B mg/kg 230 1000 NE NE
CIS-1,2-DICHLOROETHENE 156-59-2 8260B mg/kg 160 2300 NE NE
TRANS-1,2-DICHLOROETHENE 156-60-5 8260B mg/kg 1600 23000 NE NE
1,2-DICHLOROPROPANE 78-87-5 8260B mg/kg 2.5 11 NE NE
1,1-DICHLOROPROPENE 563-58-6 8260B mg/kg NE NE NE NE
1,3-DICHLOROPROPANE 142-28-9 8260B mg/kg 1600 23000 NE NE
CIS-1,3-DICHLOROPROPENE 10061-01-5 8260B mg/kg NE NE NE NE
TRANS-1,3-DICHLOROPROPENE 10061-02-6 8260B mg/kg NE NE NE NE
2,2-DICHLOROPROPANE 594-20-7 8260B mg/kg NE NE NE NE
DI-ISOPROPYL ETHER 108-20-3 8260B mg/kg 2200 9400 NE NE
ETHYLBENZENE 100-41-4 8260B mg/kg 5.8 25 5 23
HEXACHLORO-1,3-BUTADIENE 87-68-3 8260B mg/kg 1.2 5.3 NE NE
ISOPROPYLBENZENE 98-82-8 8260B mg/kg 1900 9900 NE NE
P-ISOPROPYLTOLUENE 99-87-6 8260B mg/kg NE NE NE NE
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
<0.0834 0.0834 0.114 <0.0675 0.0675 0.0925 <0.0802 0.0802 0.11 <0.0479 0.0479 0.0656
<0.00824 0.00824 0.0285 <0.00668 0.00668 0.0231 <0.00793 0.00793 0.0275 <0.00474 0.00474 0.0164
<0.00107 0.00107 0.0023 <0.000864 0.00086 0.0019 <0.00103 0.00103 0.0022 <0.000613 0.00061 0.0013
<0.00206 0.00206 0.0285 <0.00167 0.00167 0.0231 <0.00198 0.00198 0.0275 <0.00118 0.00118 0.0164
<0.00166 0.00166 0.0057 <0.00134 0.00134 0.0046 <0.00159 0.00159 0.0055 <0.000952 0.00095 0.0033
<0.00267 0.00267 0.0571 <0.00217 0.00217 0.0463 <0.00257 0.00257 0.0549 <0.00154 0.00154 0.0328
<0.00450 0.0045 0.0285 <0.00365 0.00365 0.0231 <0.00433 0.00433 0.0275 <0.00259 0.00259 0.0164
<0.0120 0.012 0.0285 <0.00971 0.00971 0.0231 <0.0115 0.0115 0.0275 <0.00689 0.00689 0.0164
<0.00658 0.00658 0.0285 <0.00533 0.00533 0.0231 <0.00633 0.00633 0.0275 <0.00378 0.00378 0.0164
<0.00445 0.00445 0.0114 <0.00361 0.00361 0.0093 <0.00428 0.00428 0.011 <0.00256 0.00256 0.0066
<0.00205 0.00205 0.0114 <0.00166 0.00166 0.0093 <0.00197 0.00197 0.011 <0.00118 0.00118 0.0066
<0.000480 0.00048 0.0057 <0.000389 0.00039 0.0046 <0.000461 0.00046 0.0055 <0.000276 0.00028 0.0033
<0.00140 0.0014 0.0057 <0.00113 0.00113 0.0046 <0.00134 0.00134 0.0055 <0.000803 0.0008 0.0033
<0.00388 0.00388 0.0114 <0.00315 0.00315 0.0093 <0.00373 0.00373 0.011 <0.00223 0.00223 0.0066
<0.00235 0.00235 0.0057 <0.00191 0.00191 0.0046 <0.00226 0.00226 0.0055 <0.00135 0.00135 0.0033
<0.00993 0.00993 0.0285 <0.00805 0.00805 0.0231 <0.00956 0.00956 0.0275 <0.00571 0.00571 0.0164
<0.00198 0.00198 0.0057 <0.00160 0.0016 0.0046 <0.00190 0.0019 0.0055 <0.00114 0.00114 0.0033
<0.00103 0.00103 0.0114 <0.000833 0.00083 0.0093 <0.000989 0.00099 0.011 <0.000591 0.00059 0.0066
<0.00891 0.00891 0.0571 <0.00722 0.00722 0.0463 <0.00857 0.00857 0.0549 <0.00512 0.00512 0.0328
<0.00148 0.00148 0.0057 <0.00120 0.0012 0.0046 <0.00142 0.00142 0.0055 <0.000851 0.00085 0.0033
<0.00171 0.00171 0.0114 <0.00139 0.00139 0.0093 <0.00165 0.00165 0.011 <0.000985 0.00099 0.0066
<0.000971 0.00097 0.0114 <0.000786 0.00079 0.0093 <0.000934 0.00093 0.011 <0.000558 0.00056 0.0066
<0.00137 0.00137 0.0114 <0.00111 0.00111 0.0093 <0.00132 0.00132 0.011 <0.000788 0.00079 0.0066
<0.00160 0.0016 0.0114 <0.00130 0.0013 0.0093 <0.00154 0.00154 0.011 <0.000919 0.00092 0.0066
<0.00368 0.00368 0.0057 <0.00298 0.00298 0.0046 <0.00354 0.00354 0.0055 <0.00211 0.00211 0.0033
<0.00112 0.00112 0.0057 <0.000909 0.00091 0.0046 <0.00108 0.00108 0.0055 <0.000645 0.00065 0.0033
<0.00148 0.00148 0.0057 <0.00120 0.0012 0.0046 <0.00143 0.00143 0.0055 <0.000852 0.00085 0.0033
<0.00138 0.00138 0.0057 <0.00112 0.00112 0.0046 <0.00133 0.00133 0.0055 <0.000795 0.0008 0.0033
<0.00168 0.00168 0.0057 <0.00136 0.00136 0.0046 <0.00161 0.00161 0.0055 <0.000964 0.00096 0.0033
<0.00238 0.00238 0.0114 <0.00192 0.00192 0.0093 <0.00228 0.00228 0.011 <0.00137 0.00137 0.0066
<0.00324 0.00324 0.0114 <0.00263 0.00263 0.0093 <0.00312 0.00312 0.011 <0.00186 0.00186 0.0066
<0.00185 0.00185 0.0057 <0.00150 0.0015 0.0046 <0.00178 0.00178 0.0055 <0.00106 0.00106 0.0033
<0.00114 0.00114 0.0114 <0.000927 0.00093 0.0093 <0.00110 0.0011 0.011 <0.000658 0.00066 0.0066
<0.00173 0.00173 0.0057 <0.00140 0.0014 0.0046 <0.00166 0.00166 0.0055 <0.000994 0.00099 0.0033
<0.00260 0.0026 0.0114 <0.00211 0.00211 0.0093 <0.00250 0.0025 0.011 <0.00150 0.0015 0.0066
<0.00315 0.00315 0.0057 <0.00255 0.00255 0.0046 <0.00303 0.00303 0.0055 <0.00181 0.00181 0.0033
<0.000936 0.00094 0.0023 <0.000759 0.00076 0.0019 <0.000901 0.0009 0.0022 <0.000538 0.00054 0.0013
<0.00168 0.00168 0.0057 <0.00136 0.00136 0.0046 <0.00162 0.00162 0.0055 <0.000967 0.00097 0.0033
<0.0137 0.0137 0.0571 <0.0111 0.0111 0.0463 <0.0132 0.0132 0.0549 <0.00788 0.00788 0.0328
<0.000971 0.00097 0.0057 <0.000786 0.00079 0.0046 <0.000934 0.00093 0.0055 <0.000558 0.00056 0.0033
<0.00582 0.00582 0.0114 <0.00472 0.00472 0.0093 <0.00560 0.0056 0.011 <0.00335 0.00335 0.0066
08/18/202008/18/2020 08/18/2020 08/18/2020
SS SS SS SS
B-9 @ 8'B-10 @ 2'B-8 @ 8'B-9 @ 1.5'
L1253135-16 L1253135-17 L1253135-20L1253135-15
Page 5 of 8
Table 1 - Volatile Organic Compounds and Petroleum Hydrocarbons in Soil
Salt Lake Chrome Facility
Salt Lake City, Utah
Terracon Project No. 61207268
Lab Sample ID
Client Sample ID
Matrix
Date Collected
Analyte CAS Method Units
RSL
(Residential)
RSL
(Industrial)
UDEQ
ISL
UDEQ
Tier 1
ACETONE 67-64-1 8260B mg/kg 61000 670000 NE NE2-BUTANONE (MEK)78-93-3 8260B mg/kg 27000 190000 NE NE
METHYLENE CHLORIDE 75-09-2 8260B mg/kg 57 1000 NE NE
4-METHYL-2-PENTANONE (MIBK)108-10-1 8260B mg/kg 33000 140000 NE NE
METHYL TERT-BUTYL ETHER 1634-04-4 8260B mg/kg 47 210 0.3 0.3
NAPHTHALENE 91-20-3 8260B mg/kg 2 8.6 51 51
N-PROPYLBENZENE 103-65-1 8260B mg/kg 3800 24000 NE NE
STYRENE 100-42-5 8260B mg/kg 6000 35000 NE NE
1,1,1,2-TETRACHLOROETHANE 630-20-6 8260B mg/kg 2 8.8 NE NE
1,1,2,2-TETRACHLOROETHANE 79-34-5 8260B mg/kg 0.6 2.7 NE NE
1,1,2-TRICHLOROTRIFLUOROETHANE 76-13-1 8260B mg/kg 6700 28000 NE NE
TETRACHLOROETHENE 127-18-4 8260B mg/kg 24 100 NE NE
TOLUENE 108-88-3 8260B mg/kg 4900 47000 9 25
1,2,3-TRICHLOROBENZENE 87-61-6 8260B mg/kg 63 930 NE NE
1,2,4-TRICHLOROBENZENE 120-82-1 8260B mg/kg 24 110 NE NE
1,1,1-TRICHLOROETHANE 71-55-6 8260B mg/kg 8100 36000 NE NE
1,1,2-TRICHLOROETHANE 79-00-5 8260B mg/kg 1.1 5 NE NE
TRICHLOROETHENE 79-01-6 8260B mg/kg 0.94 6 NE NE
TRICHLOROFLUOROMETHANE 75-69-4 8260B mg/kg 23000 350000 NE NE
1,2,3-TRICHLOROPROPANE 96-18-4 8260B mg/kg 0.0051 0.11 NE NE
1,2,4-TRIMETHYLBENZENE 95-63-6 8260B mg/kg 300 1800 NE NE
1,2,3-TRIMETHYLBENZENE 526-73-8 8260B mg/kg 340 2000 NE NE
1,3,5-TRIMETHYLBENZENE 108-67-8 8260B mg/kg 270 1500 NE NE
VINYL CHLORIDE 75-01-4 8260B mg/kg 0.059 1.7 NE NE
XYLENES, TOTAL 1330-20-7 8260B mg/kg 580 2500 142 142
TPH (GC/MS) LOW FRACTION 8006-61-9 8260B mg/kg NE NE 150 1500
DRO W/ SGT 3546/DRO mg/kg NE NE 500 5000
OIL & GREASE (HEXANE EXTR)9071B mg/kg NE NE 1000 10000
MDL - Laboratory's Method Detection Limit; RDL - Laboratory's Reported Detection Limit; NA - not analyzed;
NE - not established.Italicized value exceeds screening level.
Grey shaded values were reported above the MDL. Color shaded values exceed a screening level.
Qualifiers (Q): J: The identification of the analyte is acceptable; the reported value is an estimate.J3: The
associated batch QC was outside the established quality control range for precision. J4: The associated batch
QC was outside the established quality control range for accuracy.J5: The sample matrix interfered with the
ability to make any accurate determination; spike value is high.J6: The sample matrix interfered with the
ability to make any accurate determination; spike value is low.
RSL - U.S. Environmental Protection Agency's Regional Screening Levels (RSLs) for soil at residential and
industrial properties (Target Cancer Risk = 1E-06; Target Hazard Quotient = 1). UDEQ - Utah Department of
Environmental Quality's Initial Screening Levels (ISLs) and risk-based Tier 1 Screening Levels (Tier 1) for
petroleum at leaking underground storage tank sites.
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
08/18/202008/18/2020 08/18/2020 08/18/2020
SS SS SS SS
B-9 @ 8'B-10 @ 2'B-8 @ 8'B-9 @ 1.5'
L1253135-16 L1253135-17 L1253135-20L1253135-15
<0.145 0.145 0.228 <0.118 0.118 0.185 <0.140 0.14 0.22 <0.0834 0.0834 0.131
<0.0152 0.0152 0.0571 <0.0123 0.0123 0.0463 <0.0146 0.0146 0.0549 <0.00872 0.00872 0.0328
<0.00521 0.00521 0.0571 <0.00422 0.00422 0.0463 <0.00501 0.00501 0.0549 <0.00299 0.00299 0.0328
<0.000799 0.0008 0.0023 <0.000648 0.00065 0.0019 <0.000769 0.00077 0.0022 <0.000459 0.00046 0.0013
<0.0111 0.0111 0.0285 <0.00903 0.00903 0.0231 <0.0107 0.0107 0.0275 <0.00641 0.00641 0.0164
<0.00217 0.00217 0.0114 <0.00176 0.00176 0.0093 <0.00209 0.00209 0.011 <0.00125 0.00125 0.0066
<0.000523 0.00052 0.0285 <0.000424 0.00042 0.0231 <0.000503 0.0005 0.0275 <0.000301 0.0003 0.0164
<0.00217 0.00217 0.0057 <0.00175 0.00175 0.0046 <0.00208 0.00208 0.0055 <0.00124 0.00124 0.0033
<0.00159 0.00159 0.0057 <0.00129 0.00129 0.0046 <0.00153 0.00153 0.0055 <0.000912 0.00091 0.0033
<0.00172 0.00172 0.0057 <0.00140 0.0014 0.0046 <0.00166 0.00166 0.0055 <0.000990 0.00099 0.0033
<0.00205 0.00205 0.0057 <0.00166 0.00166 0.0046 <0.00197 0.00197 0.0055 0.0228 0.00118 0.0033
<0.00297 0.00297 0.0114 <0.00241 0.00241 0.0093 <0.00286 0.00286 0.011 <0.00171 0.00171 0.0066
<0.0167 0.0167 0.0285 <0.0136 0.0136 0.0231 <0.0161 0.0161 0.0275 <0.00962 0.00962 0.0164
<0.0100 0.01 0.0285 <0.00814 0.00814 0.0231 <0.00967 0.00967 0.0275 <0.00578 0.00578 0.0164
<0.00211 0.00211 0.0057 <0.00171 0.00171 0.0046 <0.00203 0.00203 0.0055 <0.00121 0.00121 0.0033
<0.00136 0.00136 0.0057 <0.00110 0.0011 0.0046 <0.00131 0.00131 0.0055 <0.000784 0.00078 0.0033
<0.00133 0.00133 0.0023 <0.00108 0.00108 0.0019 <0.00128 0.00128 0.0022 <0.000767 0.00077 0.0013
<0.00189 0.00189 0.0057 <0.00153 0.00153 0.0046 <0.00182 0.00182 0.0055 <0.00109 0.00109 0.0033
<0.00370 0.0037 0.0285 <0.00300 0.003 0.0231 <0.00356 0.00356 0.0275 <0.00213 0.00213 0.0164
<0.00361 0.00361 0.0114 <0.00292 0.00292 0.0093 <0.00347 0.00347 0.011 <0.00207 0.00207 0.0066
<0.00361 0.00361 0.0114 <0.00292 0.00292 0.0093 <0.00347 0.00347 0.011 <0.00207 0.00207 0.0066
<0.00457 0.00457 0.0114 <0.00370 0.0037 0.0093 <0.00439 0.00439 0.011 <0.00263 0.00263 0.0066
<0.00265 0.00265 0.0057 <0.00215 0.00215 0.0046 <0.00255 0.00255 0.0055 <0.00152 0.00152 0.0033
<0.00201 0.00201 0.0148 <0.00163 0.00163 0.012 <0.00193 0.00193 0.0143 <0.00116 0.00116 0.0085
NA NA NA NA
NA NA NA NA
NA NA NA NA
Page 6 of 8
Table 1 - Volatile Organic Compounds and Petroleum Hydrocarbons in Soil
Salt Lake Chrome Facility
Salt Lake City, Utah
Terracon Project No. 61207268
Lab Sample ID
Client Sample ID
Matrix
Date Collected
Analyte CAS Method Units
RSL
(Residential)
RSL
(Industrial)
UDEQ
ISL
UDEQ
Tier 1
ACETONE 67-64-1 8260B mg/kg 61000 670000 NE NE
ACRYLONITRILE 107-13-1 8260B mg/kg 0.25 1.1 NE NE
BENZENE 71-43-2 8260B mg/kg 1.2 5.1 0.2 0.9
BROMOBENZENE 108-86-1 8260B mg/kg 290 1800 NE NE
BROMODICHLOROMETHANE 75-27-4 8260B mg/kg 0.29 1.3 NE NE
BROMOFORM 75-25-2 8260B mg/kg 19 86 NE NE
BROMOMETHANE 74-83-9 8260B mg/kg 6.8 30 NE NE
N-BUTYLBENZENE 104-51-8 8260B mg/kg 3900 58000 NE NE
SEC-BUTYLBENZENE 135-98-8 8260B mg/kg 7800 120000 NE NE
TERT-BUTYLBENZENE 98-06-6 8260B mg/kg 7800 120000 NE NE
CARBON TETRACHLORIDE 56-23-5 8260B mg/kg 0.65 2.9 NE NE
CHLOROBENZENE 108-90-7 8260B mg/kg 280 1300 NE NE
CHLORODIBROMOMETHANE 124-48-1 8260B mg/kg 8.3 39 NE NE
CHLOROETHANE 75-00-3 8260B mg/kg 14000 57000 NE NE
CHLOROFORM 67-66-3 8260B mg/kg 0.32 1.4 NE NE
CHLOROMETHANE 74-87-3 8260B mg/kg 110 460 NE NE
2-CHLOROTOLUENE 95-49-8 8260B mg/kg 1600 23000 NE NE
4-CHLOROTOLUENE 106-43-4 8260B mg/kg 1600 23000 NE NE
1,2-DIBROMO-3-CHLOROPROPANE 96-12-8 8260B mg/kg 0.0053 0.064 NE NE
1,2-DIBROMOETHANE 106-93-4 8260B mg/kg 0.036 0.16 NE NE
DIBROMOMETHANE 74-95-3 8260B mg/kg 24 99 NE NE
1,2-DICHLOROBENZENE 95-50-1 8260B mg/kg 1800 9300 NE NE
1,3-DICHLOROBENZENE 541-73-1 8260B mg/kg NE NE NE NE
1,4-DICHLOROBENZENE 106-46-7 8260B mg/kg 2.6 11 NE NE
DICHLORODIFLUOROMETHANE 75-71-8 8260B mg/kg 87 370 NE NE
1,1-DICHLOROETHANE 75-34-3 8260B mg/kg 3.6 16 NE NE
1,2-DICHLOROETHANE 107-06-2 8260B mg/kg 0.46 2 NE NE
1,1-DICHLOROETHENE 75-35-4 8260B mg/kg 230 1000 NE NE
CIS-1,2-DICHLOROETHENE 156-59-2 8260B mg/kg 160 2300 NE NE
TRANS-1,2-DICHLOROETHENE 156-60-5 8260B mg/kg 1600 23000 NE NE
1,2-DICHLOROPROPANE 78-87-5 8260B mg/kg 2.5 11 NE NE
1,1-DICHLOROPROPENE 563-58-6 8260B mg/kg NE NE NE NE
1,3-DICHLOROPROPANE 142-28-9 8260B mg/kg 1600 23000 NE NE
CIS-1,3-DICHLOROPROPENE 10061-01-5 8260B mg/kg NE NE NE NE
TRANS-1,3-DICHLOROPROPENE 10061-02-6 8260B mg/kg NE NE NE NE
2,2-DICHLOROPROPANE 594-20-7 8260B mg/kg NE NE NE NE
DI-ISOPROPYL ETHER 108-20-3 8260B mg/kg 2200 9400 NE NE
ETHYLBENZENE 100-41-4 8260B mg/kg 5.8 25 5 23
HEXACHLORO-1,3-BUTADIENE 87-68-3 8260B mg/kg 1.2 5.3 NE NE
ISOPROPYLBENZENE 98-82-8 8260B mg/kg 1900 9900 NE NE
P-ISOPROPYLTOLUENE 99-87-6 8260B mg/kg NE NE NE NE
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
<0.0840 0.084 0.115 <0.0508 0.0508 0.0696 <0.0725 0.0725 0.0993
<0.00831 0.00831 0.0288 <0.00503 0.00503 0.0174 <0.00717 0.00717 0.0248
<0.00108 0.00108 0.0023 <0.000650 0.00065 0.0014 0.00174 J J3 0.00093 0.002
<0.00207 0.00207 0.0288 <0.00125 0.00125 0.0174 <0.00179 0.00179 0.0248
<0.00167 0.00167 0.0058 <0.00101 0.00101 0.0035 <0.00144 0.00144 0.005
<0.00269 0.00269 0.0576 <0.00163 0.00163 0.0348 <0.00232 0.00232 0.0497
<0.00454 0.00454 0.0288 <0.00274 0.00274 0.0174 <0.00391 0.00391 0.0248
<0.0121 0.0121 0.0288 <0.00731 0.00731 0.0174 <0.0104 J3 0.0104 0.0248
<0.00663 0.00663 0.0288 <0.00401 0.00401 0.0174 <0.00572 J3 0.00572 0.0248
<0.00449 0.00449 0.0115 <0.00272 0.00272 0.007 <0.00387 J3 0.00387 0.0099
<0.00207 0.00207 0.0115 <0.00125 0.00125 0.007 <0.00178 J3 0.00178 0.0099
<0.000483 0.00048 0.0058 <0.000292 0.00029 0.0035 <0.000417 0.00042 0.005
<0.00141 0.00141 0.0058 <0.000852 0.00085 0.0035 <0.00122 0.00122 0.005
<0.00391 0.00391 0.0115 <0.00237 0.00237 0.007 <0.00338 J3 0.00338 0.0099
<0.00237 0.00237 0.0058 <0.00143 0.00143 0.0035 <0.00205 J3 0.00205 0.005
<0.0100 0.01 0.0288 <0.00606 0.00606 0.0174 <0.00864 J3 J6 0.00864 0.0248
<0.00199 0.00199 0.0058 <0.00120 0.0012 0.0035 <0.00172 J3 0.00172 0.005
<0.00104 0.00104 0.0115 <0.000627 0.00063 0.007 <0.000894 0.00089 0.0099
<0.00898 0.00898 0.0576 <0.00543 0.00543 0.0348 <0.00775 0.00775 0.0497
<0.00149 0.00149 0.0058 <0.000903 0.0009 0.0035 <0.00129 0.00129 0.005
<0.00173 0.00173 0.0115 <0.00104 0.00104 0.007 <0.00149 0.00149 0.0099
<0.000978 0.00098 0.0115 <0.000592 0.00059 0.007 <0.000844 0.00084 0.0099
<0.00138 0.00138 0.0115 <0.000836 0.00084 0.007 <0.00119 0.00119 0.0099
<0.00161 0.00161 0.0115 <0.000975 0.00098 0.007 <0.00139 0.00139 0.0099
<0.00371 0.00371 0.0058 <0.00224 0.00224 0.0035 <0.00320 J3 0.0032 0.005
<0.00113 0.00113 0.0058 <0.000684 0.00068 0.0035 <0.000975 J3 0.00098 0.005
<0.00149 0.00149 0.0058 <0.000904 0.0009 0.0035 <0.00129 0.00129 0.005
<0.00140 0.0014 0.0058 <0.000844 0.00084 0.0035 <0.00120 J3 0.0012 0.005
<0.00169 0.00169 0.0058 <0.00102 0.00102 0.0035 <0.00146 0.00146 0.005
<0.00239 0.00239 0.0115 <0.00145 0.00145 0.007 <0.00207 J3 0.00207 0.0099
<0.00327 0.00327 0.0115 <0.00198 0.00198 0.007 <0.00282 J3 0.00282 0.0099
<0.00186 0.00186 0.0058 <0.00113 0.00113 0.0035 <0.00161 J3 0.00161 0.005
<0.00115 0.00115 0.0115 <0.000698 0.0007 0.007 <0.000995 0.001 0.0099
<0.00174 0.00174 0.0058 <0.00105 0.00105 0.0035 <0.00150 0.0015 0.005
<0.00262 0.00262 0.0115 <0.00159 0.00159 0.007 <0.00226 0.00226 0.0099
<0.00318 0.00318 0.0058 <0.00192 0.00192 0.0035 <0.00274 J3 0.00274 0.005
<0.000944 0.00094 0.0023 <0.000571 0.00057 0.0014 <0.000814 0.00081 0.002
<0.00170 0.0017 0.0058 <0.00103 0.00103 0.0035 <0.00146 0.00146 0.005
<0.0138 0.0138 0.0576 <0.00836 0.00836 0.0348 <0.0119 J3 0.0119 0.0497
<0.000978 0.00098 0.0058 <0.000592 0.00059 0.0035 <0.000844 J3 0.00084 0.005
<0.00587 0.00587 0.0115 <0.00355 0.00355 0.007 <0.00507 J3 0.00507 0.0099
08/18/202008/18/2020 08/18/2020
SS SSSS
L1253135-23 L1253135-24
B-11 @ 8'B-11 @ 1.5'B-10 @ 7'
L1253135-21
Page 7 of 8
Table 1 - Volatile Organic Compounds and Petroleum Hydrocarbons in Soil
Salt Lake Chrome Facility
Salt Lake City, Utah
Terracon Project No. 61207268
Lab Sample ID
Client Sample ID
Matrix
Date Collected
Analyte CAS Method Units
RSL
(Residential)
RSL
(Industrial)
UDEQ
ISL
UDEQ
Tier 1
ACETONE 67-64-1 8260B mg/kg 61000 670000 NE NE2-BUTANONE (MEK)78-93-3 8260B mg/kg 27000 190000 NE NE
METHYLENE CHLORIDE 75-09-2 8260B mg/kg 57 1000 NE NE
4-METHYL-2-PENTANONE (MIBK)108-10-1 8260B mg/kg 33000 140000 NE NE
METHYL TERT-BUTYL ETHER 1634-04-4 8260B mg/kg 47 210 0.3 0.3
NAPHTHALENE 91-20-3 8260B mg/kg 2 8.6 51 51
N-PROPYLBENZENE 103-65-1 8260B mg/kg 3800 24000 NE NE
STYRENE 100-42-5 8260B mg/kg 6000 35000 NE NE
1,1,1,2-TETRACHLOROETHANE 630-20-6 8260B mg/kg 2 8.8 NE NE
1,1,2,2-TETRACHLOROETHANE 79-34-5 8260B mg/kg 0.6 2.7 NE NE
1,1,2-TRICHLOROTRIFLUOROETHANE 76-13-1 8260B mg/kg 6700 28000 NE NE
TETRACHLOROETHENE 127-18-4 8260B mg/kg 24 100 NE NE
TOLUENE 108-88-3 8260B mg/kg 4900 47000 9 25
1,2,3-TRICHLOROBENZENE 87-61-6 8260B mg/kg 63 930 NE NE
1,2,4-TRICHLOROBENZENE 120-82-1 8260B mg/kg 24 110 NE NE
1,1,1-TRICHLOROETHANE 71-55-6 8260B mg/kg 8100 36000 NE NE
1,1,2-TRICHLOROETHANE 79-00-5 8260B mg/kg 1.1 5 NE NE
TRICHLOROETHENE 79-01-6 8260B mg/kg 0.94 6 NE NE
TRICHLOROFLUOROMETHANE 75-69-4 8260B mg/kg 23000 350000 NE NE
1,2,3-TRICHLOROPROPANE 96-18-4 8260B mg/kg 0.0051 0.11 NE NE
1,2,4-TRIMETHYLBENZENE 95-63-6 8260B mg/kg 300 1800 NE NE
1,2,3-TRIMETHYLBENZENE 526-73-8 8260B mg/kg 340 2000 NE NE
1,3,5-TRIMETHYLBENZENE 108-67-8 8260B mg/kg 270 1500 NE NE
VINYL CHLORIDE 75-01-4 8260B mg/kg 0.059 1.7 NE NE
XYLENES, TOTAL 1330-20-7 8260B mg/kg 580 2500 142 142
TPH (GC/MS) LOW FRACTION 8006-61-9 8260B mg/kg NE NE 150 1500
DRO W/ SGT 3546/DRO mg/kg NE NE 500 5000
OIL & GREASE (HEXANE EXTR)9071B mg/kg NE NE 1000 10000
MDL - Laboratory's Method Detection Limit; RDL - Laboratory's Reported Detection Limit; NA - not analyzed;
NE - not established.Italicized value exceeds screening level.
Grey shaded values were reported above the MDL. Color shaded values exceed a screening level.
Qualifiers (Q): J: The identification of the analyte is acceptable; the reported value is an estimate.J3: The
associated batch QC was outside the established quality control range for precision. J4: The associated batch
QC was outside the established quality control range for accuracy.J5: The sample matrix interfered with the
ability to make any accurate determination; spike value is high.J6: The sample matrix interfered with the
ability to make any accurate determination; spike value is low.
RSL - U.S. Environmental Protection Agency's Regional Screening Levels (RSLs) for soil at residential and
industrial properties (Target Cancer Risk = 1E-06; Target Hazard Quotient = 1). UDEQ - Utah Department of
Environmental Quality's Initial Screening Levels (ISLs) and risk-based Tier 1 Screening Levels (Tier 1) for
petroleum at leaking underground storage tank sites.
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
08/18/202008/18/2020 08/18/2020
SS SSSS
L1253135-23 L1253135-24
B-11 @ 8'B-11 @ 1.5'B-10 @ 7'
L1253135-21
<0.146 0.146 0.23 <0.0884 0.0884 0.139 <0.126 0.126 0.199
<0.0153 0.0153 0.0576 <0.00925 0.00925 0.0348 <0.0132 J3 0.0132 0.0497
<0.00525 0.00525 0.0576 <0.00318 0.00318 0.0348 <0.00453 0.00453 0.0497
<0.000806 0.00081 0.0023 <0.000487 0.00049 0.0014 <0.000695 0.0007 0.002
<0.0112 0.0112 0.0288 <0.00680 0.0068 0.0174 <0.00969 0.00969 0.0248
<0.00219 0.00219 0.0115 <0.00132 0.00132 0.007 <0.00189 J3 0.00189 0.0099
<0.000527 0.00053 0.0288 <0.000319 0.00032 0.0174 <0.000455 0.00046 0.0248
<0.00218 0.00218 0.0058 <0.00132 0.00132 0.0035 <0.00188 0.00188 0.005
<0.00160 0.0016 0.0058 <0.000968 0.00097 0.0035 <0.00138 0.00138 0.005
<0.00174 0.00174 0.0058 <0.00105 0.00105 0.0035 <0.00150 J3 0.0015 0.005
0.0208 0.00206 0.0058 0.00457 0.00125 0.0035 0.0154 J3 0.00178 0.005
<0.00299 0.00299 0.0115 <0.00181 0.00181 0.007 0.00288 J 0.00258 0.0099
<0.0169 0.0169 0.0288 <0.0102 0.0102 0.0174 <0.0146 0.0146 0.0248
<0.0101 0.0101 0.0288 <0.00613 0.00613 0.0174 <0.00874 0.00874 0.0248
<0.00212 0.00212 0.0058 <0.00129 0.00129 0.0035 <0.00183 J3 0.00183 0.005
<0.00137 0.00137 0.0058 <0.000832 0.00083 0.0035 <0.00119 0.00119 0.005
<0.00134 0.00134 0.0023 <0.000813 0.00081 0.0014 <0.00116 0.00116 0.002
<0.00190 0.0019 0.0058 <0.00115 0.00115 0.0035 <0.00164 J3 0.00164 0.005
<0.00373 0.00373 0.0288 <0.00226 0.00226 0.0174 <0.00322 0.00322 0.0248
<0.00364 0.00364 0.0115 <0.00220 0.0022 0.007 <0.00314 J3 0.00314 0.0099
<0.00364 0.00364 0.0115 <0.00220 0.0022 0.007 <0.00314 0.00314 0.0099
<0.00460 0.0046 0.0115 <0.00279 0.00279 0.007 <0.00397 J3 0.00397 0.0099
<0.00267 0.00267 0.0058 <0.00162 0.00162 0.0035 <0.00230 J3 0.0023 0.005
<0.00203 0.00203 0.015 <0.00123 0.00123 0.0091 <0.00175 J3 0.00175 0.0129
NA NA NA
NA NA NA
NA NA NA
Page 8 of 8
Table 2 - Metals in Soil
Salt Lake Chrome Facility
Salt Lake City, Utah
Terracon Project No. 61207268
Lab
Sample ID
Client
Sample ID Matrix Date
Collected Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
L1253135-01 B-1 @ 11.5 SS 08/17/2020 4.74 0.57 1.3 234 1.7 3.4 <0.546 0.55 1.3 16.5 3 6.7 NA NA 12.9 1.3 2.7 11.6 1.6 3.4 <1.36 1.4 3.4 <0.286 0.29 0.67 <0.0242 0.024 0.054
L1253135-02 B-3 @ 0-1' SS 08/17/2020 22.8 0.48 1.1 157 1.4 2.9 2.69 0.46 1.1 18.1 2.6 5.7 0.861 J 0.73 2.3 < 0.291 0.29 1.1 271 1.1 2.3 47.2 1.4 2.9 <1.15 1.2 2.9 1.18 0.24 0.57 0.174 0.021 0.046
L1253135-03 B-3 @ 1-3' SS 08/17/2020 4.14 0.47 1.1 32 1.4 2.8 <0.451 0.45 1.1 5.38 J 2.5 5.6 <0.712 0.71 2.2 <0.283 0.28 1.1 3.42 1.1 2.2 3.78 1.3 2.8 <1.12 1.1 2.8 <0.237 0.24 0.56 <0.0200 0.02 0.045
L1253135-04 B-3 @ 3-5' SS 08/17/2020 2.32 0.49 1.2 79.5 1.5 2.9 <0.476 0.48 1.2 4.77 J 2.6 5.9 <0.750 0.75 2.3 <0.299 0.3 1.2 2.88 1.2 2.3 4.39 1.4 2.9 <1.18 1.2 2.9 <0.249 0.25 0.59 <0.0211 0.021 0.047
L1253135-05 B-4 @ 0-1' SS 08/17/2020 113 0.46 1.1 925 1.4 2.7 12.2 0.44 1.1 30 2.4 5.4 <0.692 0.69 2.2 <0.276 0.28 1.1 968 1.1 2.2 172 1.3 2.7 1.36 J 1.1 2.7 10.6 0.23 0.54 2.11 0.039 0.087
L1253135-06 B-4 @ 1-3' SS 08/17/2020 14.4 0.52 1.2 146 1.5 3.1 1.24 0.5 1.2 12.6 2.8 6.1 <0.786 0.79 2.5 <0.313 0.31 1.2 42.7 1.2 2.5 10.5 1.5 3.1 <1.24 1.2 3.1 0.344 J 0.26 0.61 0.0864 0.022 0.049
L1253135-07 B-4 @ 3-5' SS 08/17/2020 2.7 0.55 1.3 97.5 1.6 3.2 <0.525 0.53 1.3 12.6 2.9 6.5 <0.827 0.83 2.6 <0.330 0.33 1.3 6.24 1.3 2.6 8.96 1.6 3.2 <1.31 1.3 3.2 <0.275 0.28 0.65 <0.0233 0.023 0.052
L1253135-08 B-2 @ 6.5'SS 08/17/2020 5.27 0.66 1.6 169 2 3.9 <0.634 0.63 1.6 10 3.5 7.8 NA NA 4.28 1.6 3.1 7.18 1.9 3.9 <1.58 1.6 3.9 <0.333 0.33 0.78 <0.0281 0.028 0.063
L1253135-09 B-5 @ 0-1' SS 08/17/2020 183 0.48 1.1 898 1.4 2.9 6.3 0.47 1.1 26.7 2.6 5.7 <0.732 0.73 2.3 <0.292 0.29 1.1 555 1.1 2.3 597 1.4 2.9 1.94 J 1.2 2.9 8.31 0.24 0.57 1.61 0.021 0.046
L1253135-10 B-5 @ 1-3' SS 08/17/2020 18.9 0.55 1.3 300 1.6 3.3 1.61 0.53 1.3 19 2.9 6.6 <0.839 0.84 2.6 <0.334 0.33 1.3 202 1.3 2.6 24.8 1.6 3.3 <1.32 1.3 3.3 1.04 0.28 0.66 2.59 0.047 0.105
L1253135-11 B-5 @ 3.5'SS 08/17/2020 1.59 0.52 1.2 77.3 1.5 3.1 <0.501 0.5 1.2 8.93 2.8 6.2 <0.789 0.79 2.5 <0.314 0.31 1.2 5.59 1.2 2.5 6.59 1.5 3.1 <1.25 1.3 3.1 <0.263 0.26 0.62 0.0552 0.022 0.049
L1253135-13 B-6 @ 6.5'SS 08/17/2020 4.52 0.66 1.6 213 1.9 3.9 <0.631 0.63 1.6 28.2 3.5 7.8 <0.995 1 3.1 <0.397 0.4 1.6 4.2 1.6 3.1 12.6 1.9 3.9 1.83 J 1.6 3.9 <0.331 0.33 0.78 <0.0280 0.028 0.062
L1253135-14 B-8 @ 2'SS 08/18/2020 10.2 0.52 1.2 112 1.5 3.1 0.57 J 0.5 1.2 27.6 2.7 6.1 <0.784 0.78 2.5 0.314 J J6 0.31 1.2 33.6 1.2 2.5 11.8 1.5 3.1 <1.24 1.2 3.1 <0.261 0.26 0.61 0.0343 J 0.022 0.049
L1253135-15 B-8 @ 8'SS 08/18/2020 6.29 0.69 1.6 226 2.1 4.1 <0.667 0.67 1.6 149 3.7 8.2 <1.05 1.05 3.3 2.47 0.42 1.6 7.31 1.6 3.3 161 2 4.1 2.61 J 1.7 4.1 <0.350 0.35 0.82 0.0326 J 0.03 0.066
L1253135-16 B-9 @ 1.5'SS 08/18/2020 19.5 0.6 1.4 189 1.8 3.6 2 0.58 1.4 232 3.2 7.1 <0.912 0.91 2.9 1.22 J 0.36 1.4 108 1.4 2.9 10.6 1.7 3.6 1.58 J 1.4 3.6 0.32 J 0.3 0.71 0.118 0.026 0.057
L1253135-17 B-9 @ 8'SS 08/18/2020 4.95 0.68 1.6 212 2 4 <0.649 0.65 1.6 140 3.6 8 <1.02 1.02 3.2 2.27 0.41 1.6 3.97 1.6 3.2 348 1.9 4 1.86 J 1.6 4 <0.340 0.34 0.8 <0.0288 0.029 0.064
L1253135-20 B-10 @ 2'SS 08/18/2020 7.21 0.49 1.2 117 1.4 2.9 0.696 J 0.47 1.2 10.9 2.6 5.8 <0.740 0.74 2.3 <0.295 0.3 1.2 48.8 1.2 2.3 7.84 1.4 2.9 <1.17 1.2 2.9 <0.246 0.25 0.58 0.0604 0.021 0.046
L1253135-21 B-10 @ 7'SS 08/18/2020 12.3 0.7 1.7 203 2.1 4.1 <0.670 0.67 1.7 25.2 3.7 8.3 3.93 1.06 3.3 <0.421 0.42 1.7 10.8 1.7 3.3 17.8 2 4.1 2.14 J 1.7 4.1 <0.352 0.35 0.83 <0.0297 0.03 0.066
L1253135-23 B-11 @ 1.5' SS 08/18/2020 9.59 0.51 1.2 129 1.5 3 0.546 J 0.49 1.2 12.7 2.7 6 <0.766 0.77 2.4 <0.305 0.3 1.2 31.9 1.2 2.4 9.48 1.4 3 <1.21 1.2 3 <0.255 0.26 0.6 0.0294 J 0.022 0.048
L1253135-24 B-11 @ 8'SS 08/18/2020 8.02 0.63 1.5 206 1.9 3.7 <0.606 0.61 1.5 27.9 3.3 7.5 <0.956 0.96 3 <0.381 0.38 1.5 12.3 1.5 3 20 1.8 3.7 1.88 J 1.5 3.7 <0.318 0.32 0.75 <0.0269 0.027 0.06
L1253135-26 B-7 @ 1.5'SS 08/18/2020 9.4 0.5 1.2 123 1.5 3 1.61 0.49 1.2 12.4 2.7 6 <0.764 0.76 2.4 <0.304 0.3 1.2 88.3 1.2 2.4 9.05 1.4 3 <1.21 1.2 3 0.261 J 0.25 0.6 0.0677 0.022 0.048
L1253135-27 B-7 @7'SS 08/18/2020 9.61 0.66 1.6 219 2 3.9 <0.633 0.63 1.6 32.4 3.5 7.8 <0.997 1 3.1 <0.397 0.4 1.6 14.7 1.6 3.1 27.8 1.9 3.9 2.44 J 1.6 3.9 <0.332 0.33 0.78 <0.0280 0.028 0.062
Qualifiers (Q)
J: The identification of the analyte is acceptable; the reported value is an estimate.
J6:The sample matrix interfered with the ability to make any accurate determination; spike value is low.
RSL - U.S. Environmental Protection Agency's Regional Screening Levels (RSLs) for soil at residential and industrial properties (Target Cancer Risk = 1E-06; Target Hazard Quotient = 1)
MDL - Laboratory's Method Detection Limit; RDL - Laboratory's Reported Detection Limit
1 - Original analysis of hexavalent chromium (Lab Set L1253135). 2 - Re-analyses of hexavalent chromium to achieve lower reporting limits (Lab Set L1256370).
NA - not analyzed; NE - not established;Italicized value exceeds screening level.
Grey shaded values were reported above the MDL.
Color shaded values exceed a screening level.
MERCURYCHROMIUMLEADNICKELSELENIUMSILVERAnalyteCHROMIUM,
HEXAVALENT2ARSENICBARIUMCADMIUMCHROMIUM,
HEXAVALENT1
7440-22-4CAS18540-29-97440-38-2 7440-39-3 7440-43-9 18540-29-9 7439-97-6
Method 3060A/7196A6020602060206020 6020 6020 6020 6020 7471A
7440-47-3 7439-92-1 7440-02-0 7782-49-2
Units mg/kgmg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg
RSL (Residential)0.30.68 15000 71 NE
RSL (Industrial)6.33220000980NE 800 22000 5800 5800
3060A/7196A
mg/kg
0.3
6.3 46
mg/kg
400 1500 390 390 11
Page 1 of 1
Table 3 - Volatile Organic Compounds and Petroleum Hydrocarbons in Groundwater
Salt Lake Chrome Facility
Salt Lake City, Utah
Terracon Project No. 61207268
Lab Sample ID
Client Sample ID
Matrix
Date Collected
Analyte CAS Method Units MCL
VISL
(Residential)
VISL
(Industrial)
UDEQ
ISL
UDEQ
Tier 1 Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
ACETONE 67-64-1 8260B mg/l NE 22500 94500 NE NE <0.0113 0.0113 0.05 <0.0113 0.0113 0.05 <0.0113 0.0113 0.05 <0.0113 0.0113 0.05
ACRYLONITRILE 107-13-1 8260B mg/l NE 0.00732 0.032 NE NE <0.000671 J3 0.000671 0.01 <0.000671 0.000671 0.01 <0.000671 J3 0.000671 0.01 <0.000671 J3 0.000671 0.01
BENZENE 71-43-2 8260B mg/l 0.005 0.00159 0.00693 0.005 0.3 <0.0000941 9.41E-05 0.001 <0.0000941 9.41E-05 0.001 <0.0000941 9.41E-05 0.001 0.000285 J 9.41E-05 0.001
BROMOBENZENE 108-86-1 8260B mg/l NE 0.62 2.6 NE NE <0.000118 0.000118 0.001 <0.000118 0.000118 0.001 <0.000118 0.000118 0.001 <0.000118 0.000118 0.001
BROMODICHLOROMETHANE 75-27-4 8260B mg/l 0.08 0.000876 0.00382 NE NE <0.000136 0.000136 0.001 <0.000136 0.000136 0.001 <0.000136 0.000136 0.001 <0.000136 0.000136 0.001
BROMOFORM 75-25-2 8260B mg/l 0.08 0.117 0.51 NE NE <0.000129 0.000129 0.001 <0.000129 0.000129 0.001 <0.000129 0.000129 0.001 <0.000129 0.000129 0.001
BROMOMETHANE 74-83-9 8260B mg/l NE 0.0174 0.073 NE NE <0.000605 0.000605 0.005 <0.000605 0.000605 0.005 <0.000605 0.000605 0.005 <0.000605 0.000605 0.005
N-BUTYLBENZENE 104-51-8 8260B mg/l NE NE NE NE NE <0.000157 J4 0.000157 0.001 <0.000157 0.000157 0.001 <0.000157 J4 0.000157 0.001 <0.000157 J4 0.000157 0.001
SEC-BUTYLBENZENE 135-98-8 8260B mg/l NE NE NE NE NE <0.000125 0.000125 0.001 <0.000125 0.000125 0.001 <0.000125 0.000125 0.001 <0.000125 0.000125 0.001
TERT-BUTYLBENZENE 98-06-6 8260B mg/l NE NE NE NE NE <0.000127 0.000127 0.001 <0.000127 0.000127 0.001 <0.000127 0.000127 0.001 <0.000127 0.000127 0.001
CARBON TETRACHLORIDE 56-23-5 8260B mg/l 0.005 0.000415 0.00181 NE NE <0.000128 0.000128 0.001 <0.000128 0.000128 0.001 <0.000128 0.000128 0.001 <0.000128 0.000128 0.001
CHLOROBENZENE 108-90-7 8260B mg/l 0.1 0.41 1.72 NE NE <0.000116 0.000116 0.001 <0.000116 0.000116 0.001 <0.000116 0.000116 0.001 <0.000116 0.000116 0.001
CHLORODIBROMOMETHANE 124-48-1 8260B mg/l 0.08 NE NE NE NE <0.000140 0.00014 0.001 <0.000140 0.00014 0.001 <0.000140 0.00014 0.001 <0.000140 0.00014 0.001
CHLOROETHANE 75-00-3 8260B mg/l NE 23 96.5 NE NE <0.000192 0.000192 0.005 <0.000192 0.000192 0.005 <0.000192 0.000192 0.005 <0.000192 0.000192 0.005
CHLOROFORM 67-66-3 8260B mg/l 0.08 0.000814 0.00355 NE NE <0.000111 0.000111 0.005 <0.000111 0.000111 0.005 <0.000111 0.000111 0.005 <0.000111 0.000111 0.005
CHLOROMETHANE 74-87-3 8260B mg/l NE 0.26 1.09 NE NE <0.000960 0.00096 0.0025 <0.000960 0.00096 0.0025 <0.000960 0.00096 0.0025 <0.000960 0.00096 0.0025
2-CHLOROTOLUENE 95-49-8 8260B mg/l NE NE NE NE NE <0.000106 0.000106 0.001 <0.000106 0.000106 0.001 <0.000106 0.000106 0.001 <0.000106 0.000106 0.001
4-CHLOROTOLUENE 106-43-4 8260B mg/l NE NE NE NE NE <0.000114 0.000114 0.001 <0.000114 0.000114 0.001 <0.000114 0.000114 0.001 <0.000114 0.000114 0.001
1,2-DIBROMO-3-CHLOROPROPANE 96-12-8 8260B mg/l 0.0002 0.0000281 0.00034 NE NE <0.000276 0.000276 0.005 <0.000276 0.000276 0.005 <0.000276 0.000276 0.005 <0.000276 0.000276 0.005
1,2-DIBROMOETHANE 106-93-4 8260B mg/l 5E-05 0.000176 0.000769 NE NE <0.000126 0.000126 0.001 <0.000126 0.000126 0.001 <0.000126 0.000126 0.001 <0.000126 0.000126 0.001
DIBROMOMETHANE 74-95-3 8260B mg/l NE 0.124 0.521 NE NE <0.000122 0.000122 0.001 <0.000122 0.000122 0.001 <0.000122 0.000122 0.001 <0.000122 0.000122 0.001
1,2-DICHLOROBENZENE 95-50-1 8260B mg/l 0.6 2.66 11.2 NE NE <0.000107 J4 0.000107 0.001 <0.000107 0.000107 0.001 <0.000107 J4 0.000107 0.001 <0.000107 J4 0.000107 0.001
1,3-DICHLOROBENZENE 541-73-1 8260B mg/l NE NE NE NE NE <0.000110 0.00011 0.001 <0.000110 0.00011 0.001 <0.000110 0.00011 0.001 <0.000110 0.00011 0.001
1,4-DICHLOROBENZENE 106-46-7 8260B mg/l 0.075 0.00259 0.0113 NE NE <0.000120 0.00012 0.001 <0.000120 J4 0.00012 0.001 <0.000120 0.00012 0.001 <0.000120 0.00012 0.001
DICHLORODIFLUOROMETHANE 75-71-8 8260B mg/l NE 0.00744 0.0312 NE NE <0.000374 0.000374 0.005 <0.000374 0.000374 0.005 <0.000374 0.000374 0.005 <0.000374 0.000374 0.005
1,1-DICHLOROETHANE 75-34-3 8260B mg/l NE 0.00764 0.0334 NE NE <0.000100 0.0001 0.001 <0.000100 J4 0.0001 0.001 <0.000100 0.0001 0.001 <0.000100 0.0001 0.001
1,2-DICHLOROETHANE 107-06-2 8260B mg/l 0.005 0.00224 0.00978 NE NE <0.0000819 8.19E-05 0.001 <0.0000819 8.19E-05 0.001 <0.0000819 8.19E-05 0.001 <0.0000819 8.19E-05 0.001
1,1-DICHLOROETHENE 75-35-4 8260B mg/l 0.007 0.195 0.821 NE NE <0.000188 0.000188 0.001 <0.000188 0.000188 0.001 <0.000188 0.000188 0.001 <0.000188 0.000188 0.001
CIS-1,2-DICHLOROETHENE 156-59-2 8260B mg/l 0.07 NE NE NE NE <0.000126 0.000126 0.001 0.00728 0.000126 0.001 <0.000126 0.000126 0.001 <0.000126 0.000126 0.001
TRANS-1,2-DICHLOROETHENE 156-60-5 8260B mg/l 0.1 NE NE NE NE <0.000149 0.000149 0.001 0.000559 J 0.000149 0.001 <0.000149 0.000149 0.001 <0.000149 0.000149 0.001
1,2-DICHLOROPROPANE 78-87-5 8260B mg/l 0.005 0.00658 0.0287 NE NE <0.000149 0.000149 0.001 <0.000149 J4 0.000149 0.001 <0.000149 0.000149 0.001 <0.000149 0.000149 0.001
1,1-DICHLOROPROPENE 563-58-6 8260B mg/l NE NE NE NE NE <0.000142 0.000142 0.001 <0.000142 0.000142 0.001 <0.000142 0.000142 0.001 <0.000142 0.000142 0.001
1,3-DICHLOROPROPANE 142-28-9 8260B mg/l NE NE NE NE NE <0.000110 0.00011 0.001 <0.000110 0.00011 0.001 <0.000110 0.00011 0.001 <0.000110 0.00011 0.001
CIS-1,3-DICHLOROPROPENE 10061-01-5 8260B mg/l NE NE NE NE NE <0.000111 0.000111 0.001 <0.000111 0.000111 0.001 <0.000111 0.000111 0.001 <0.000111 0.000111 0.001
TRANS-1,3-DICHLOROPROPENE 10061-02-6 8260B mg/l NE NE NE NE NE <0.000118 0.000118 0.001 <0.000118 0.000118 0.001 <0.000118 0.000118 0.001 <0.000118 0.000118 0.001
2,2-DICHLOROPROPANE 594-20-7 8260B mg/l NE NE NE NE NE <0.000161 0.000161 0.001 <0.000161 0.000161 0.001 <0.000161 0.000161 0.001 <0.000161 0.000161 0.001
DI-ISOPROPYL ETHER 108-20-3 8260B mg/l NE 6.97 29.3 NE NE <0.000105 0.000105 0.001 <0.000105 0.000105 0.001 <0.000105 0.000105 0.001 <0.000105 0.000105 0.001
ETHYLBENZENE 100-41-4 8260B mg/l 0.7 0.00349 0.0152 0.7 4 0.0004 J 0.000137 0.001 <0.000137 0.000137 0.001 <0.000137 0.000137 0.001 0.00121 0.000137 0.001
HEXACHLORO-1,3-BUTADIENE 87-68-3 8260B mg/l NE 0.000303 0.00132 NE NE <0.000337 0.000337 0.001 <0.000337 0.000337 0.001 <0.000337 0.000337 0.001 <0.000337 0.000337 0.001
ISOPROPYLBENZENE 98-82-8 8260B mg/l NE 0.887 3.73 NE NE <0.000105 0.000105 0.001 <0.000105 0.000105 0.001 <0.000105 0.000105 0.001 <0.000105 0.000105 0.001
P-ISOPROPYLTOLUENE 99-87-6 8260B mg/l NE NE NE NE NE <0.000120 0.00012 0.001 <0.000120 0.00012 0.001 <0.000120 0.00012 0.001 <0.000120 0.00012 0.001
2-BUTANONE (MEK)78-93-3 8260B mg/l NE 2240 9410 NE NE <0.00119 0.00119 0.01 <0.00119 0.00119 0.01 <0.00119 0.00119 0.01 <0.00119 0.00119 0.01
METHYLENE CHLORIDE 75-09-2 8260B mg/l 0.005 0.763 9.23 NE NE <0.000430 0.00043 0.005 <0.000430 0.00043 0.005 <0.000430 0.00043 0.005 <0.000430 0.00043 0.005
B-1 MW
08/19/2020 08/19/202008/19/2020 08/19/2020
GWGW GWGW
L1253135-33
B-3 MWB-2 MW B-5 MW
L1253135-29L1253135-30 L1253135-31
Page 1 of 6
Table 3 - Volatile Organic Compounds and Petroleum Hydrocarbons in Groundwater
Salt Lake Chrome Facility
Salt Lake City, Utah
Terracon Project No. 61207268
Lab Sample ID
Client Sample ID
Matrix
Date Collected
Analyte CAS Method Units MCL
VISL
(Residential)
VISL
(Industrial)
UDEQ
ISL
UDEQ
Tier 1 Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
B-1 MW
08/19/2020 08/19/202008/19/2020 08/19/2020
GWGW GWGW
L1253135-33
B-3 MWB-2 MW B-5 MW
L1253135-29L1253135-30 L1253135-31
4-METHYL-2-PENTANONE (MIBK)108-10-1 8260B mg/l NE 555 2330 NE NE <0.000478 0.000478 0.01 <0.000478 0.000478 0.01 <0.000478 0.000478 0.01 <0.000478 0.000478 0.01
METHYL TERT-BUTYL ETHER 1634-04-4 8260B mg/l NE 0.45 1.97 0.2 0.2 <0.000101 0.000101 0.001 <0.000101 0.000101 0.001 <0.000101 0.000101 0.001 <0.000101 0.000101 0.001
NAPHTHALENE 91-20-3 8260B mg/l NE 0.00459 0.0201 0.7 0.7 <0.00100 0.001 0.005 <0.00100 0.001 0.005 <0.00100 0.001 0.005 <0.00100 0.001 0.005
N-PROPYLBENZENE 103-65-1 8260B mg/l NE 2.43 10.2 NE NE <0.0000993 9.93E-05 0.001 <0.0000993 9.93E-05 0.001 <0.0000993 9.93E-05 0.001 <0.0000993 9.93E-05 0.001
STYRENE 100-42-5 8260B mg/l 0.1 9.28 39 NE NE <0.000118 0.000118 0.001 <0.000118 0.000118 0.001 <0.000118 0.000118 0.001 <0.000118 0.000118 0.001
1,1,1,2-TETRACHLOROETHANE 630-20-6 8260B mg/l NE 0.00371 0.0162 NE NE <0.000147 0.000147 0.001 <0.000147 0.000147 0.001 <0.000147 0.000147 0.001 <0.000147 0.000147 0.001
1,1,2,2-TETRACHLOROETHANE 79-34-5 8260B mg/l NE 0.00323 0.0141 NE NE <0.000133 0.000133 0.001 <0.000133 0.000133 0.001 <0.000133 0.000133 0.001 <0.000133 0.000133 0.001
1,1,2-TRICHLOROTRIFLUOROETHANE 76-13-1 8260B mg/l NE 0.242 1.02 NE NE <0.000180 0.00018 0.001 <0.000180 0.00018 0.001 <0.000180 0.00018 0.001 <0.000180 0.00018 0.001
TETRACHLOROETHENE 127-18-4 8260B mg/l 0.005 0.0149 0.0652 NE NE <0.000300 0.0003 0.001 0.00161 0.0003 0.001 <0.000300 0.0003 0.001 <0.000300 0.0003 0.001
TOLUENE 108-88-3 8260B mg/l 1 19.2 80.7 1 3 <0.000278 0.000278 0.001 <0.000278 0.000278 0.001 <0.000278 0.000278 0.001 0.000343 J 0.000278 0.001
1,2,3-TRICHLOROBENZENE 87-61-6 8260B mg/l NE NE NE NE NE <0.000230 0.00023 0.001 <0.000230 0.00023 0.001 <0.000230 0.00023 0.001 <0.000230 0.00023 0.001
1,2,4-TRICHLOROBENZENE 120-82-1 8260B mg/l 0.07 0.0359 0.151 NE NE <0.000481 0.000481 0.001 <0.000481 0.000481 0.001 <0.000481 0.000481 0.001 <0.000481 0.000481 0.001
1,1,1-TRICHLOROETHANE 71-55-6 8260B mg/l 0.2 7.42 31.1 NE NE <0.000149 0.000149 0.001 <0.000149 0.000149 0.001 <0.000149 0.000149 0.001 <0.000149 0.000149 0.001
1,1,2-TRICHLOROETHANE 79-00-5 8260B mg/l 0.005 0.00521 0.0228 NE NE <0.000158 0.000158 0.001 <0.000158 0.000158 0.001 <0.000158 0.000158 0.001 <0.000158 0.000158 0.001
TRICHLOROETHENE 79-01-6 8260B mg/l 0.005 0.00119 0.00743 NE NE <0.000190 0.00019 0.001 0.00199 0.00019 0.001 <0.000190 0.00019 0.001 <0.000190 0.00019 0.001
TRICHLOROFLUOROMETHANE 75-69-4 8260B mg/l NE NE NE NE NE <0.000160 0.00016 0.005 <0.000160 0.00016 0.005 <0.000160 0.00016 0.005 <0.000160 0.00016 0.005
1,2,3-TRICHLOROPROPANE 96-18-4 8260B mg/l NE 0.0223 0.0937 NE NE <0.000237 0.000237 0.0025 <0.000237 0.000237 0.0025 <0.000237 0.000237 0.0025 <0.000237 0.000237 0.0025
1,2,4-TRIMETHYLBENZENE 95-63-6 8260B mg/l NE 0.248 1.04 NE NE <0.000322 0.000322 0.001 <0.000322 0.000322 0.001 <0.000322 0.000322 0.001 <0.000322 0.000322 0.001
1,2,3-TRIMETHYLBENZENE 526-73-8 8260B mg/l NE 0.351 1.47 NE NE <0.000104 0.000104 0.001 <0.000104 0.000104 0.001 <0.000104 0.000104 0.001 <0.000104 0.000104 0.001
1,3,5-TRIMETHYLBENZENE 108-67-8 8260B mg/l NE 0.175 0.733 NE NE <0.000104 0.000104 0.001 <0.000104 0.000104 0.001 <0.000104 0.000104 0.001 <0.000104 0.000104 0.001
VINYL CHLORIDE 75-01-4 8260B mg/l 0.002 0.000147 0.00245 NE NE <0.000234 0.000234 0.001 <0.000234 J4 0.000234 0.001 <0.000234 0.000234 0.001 <0.000234 0.000234 0.001
XYLENES, TOTAL 1330-20-7 8260B mg/l 10 0.385 1.62 10 10 0.00219 J 0.000174 0.003 <0.000174 0.000174 0.003 <0.000174 0.000174 0.003 0.00676 0.000174 0.003
TPH (GC/MS) LOW FRACTION 8006-61-9 8260B mg/l NE NE NE 1 10 NA <0.108 0.108 0.5 NA NA
DRO W/ SGT 3511/8015 mg/l NE NE NE 1 10 NA <0.0247 0.0247 0.1 NA NA
OIL & GREASE (HEXANE EXTR)1664A mg/l NE NE NE 10 10 NA <1.17 1.17 5.05 NA <1.22 1.22 5.26
Grey shaded values were reported above the MDL. Color shaded values exceed a screening level.
Qualifiers (Q): J: The identification of the analyte is acceptable; the reported value is an estimate.J3: The associated
batch QC was outside the established quality control range for precision. J4: The associated batch QC was outside the
established quality control range for accuracy.J5: The sample matrix interfered with the ability to make any accurate
determination; spike value is high.J6: The sample matrix interfered with the ability to make any accurate determination;
spike value is low.
MCL - U.S. Environmental Protection Agency's (EPA's) Maximum Contaminant Levels (MCLs) for drinking water (Target
Cancer Risk = 1E-06; Target Hazard Quotient = 1). VISL - U.S. EPA's Target Groundwater Concentration Vapor Intrusion
Screening Levels for residential and commercial properties (Target Cancer Risk = 1E-06; Target Hazard Quotient = 1). UDEQ -
Utah Department of Environmental Quality's Initial Screening Levels (ISLs) and risk-based Tier 1 Screening Levels (Tier 1) for
petroleum at leaking underground storage tank sites.
MDL - Laboratory's Method Detection Limit; RDL - Laboratory's Reported Detection Limit; NA - not analyzed; NE - not
established.Italicized value exceeds screening level.
Page 2 of 6
Table 3 - Volatile Organic Compounds and Petroleum Hydrocarbons in Groundwater
Salt Lake Chrome Facility
Salt Lake City, Utah
Terracon Project No. 61207268
Lab Sample ID
Client Sample ID
Matrix
Date Collected
Analyte CAS Method Units MCL
VISL
(Residential)
VISL
(Industrial)
UDEQ
ISL
UDEQ
Tier 1
ACETONE 67-64-1 8260B mg/l NE 22500 94500 NE NE
ACRYLONITRILE 107-13-1 8260B mg/l NE 0.00732 0.032 NE NE
BENZENE 71-43-2 8260B mg/l 0.005 0.00159 0.00693 0.005 0.3
BROMOBENZENE 108-86-1 8260B mg/l NE 0.62 2.6 NE NE
BROMODICHLOROMETHANE 75-27-4 8260B mg/l 0.08 0.000876 0.00382 NE NE
BROMOFORM 75-25-2 8260B mg/l 0.08 0.117 0.51 NE NE
BROMOMETHANE 74-83-9 8260B mg/l NE 0.0174 0.073 NE NE
N-BUTYLBENZENE 104-51-8 8260B mg/l NE NE NE NE NE
SEC-BUTYLBENZENE 135-98-8 8260B mg/l NE NE NE NE NE
TERT-BUTYLBENZENE 98-06-6 8260B mg/l NE NE NE NE NE
CARBON TETRACHLORIDE 56-23-5 8260B mg/l 0.005 0.000415 0.00181 NE NE
CHLOROBENZENE 108-90-7 8260B mg/l 0.1 0.41 1.72 NE NE
CHLORODIBROMOMETHANE 124-48-1 8260B mg/l 0.08 NE NE NE NE
CHLOROETHANE 75-00-3 8260B mg/l NE 23 96.5 NE NE
CHLOROFORM 67-66-3 8260B mg/l 0.08 0.000814 0.00355 NE NE
CHLOROMETHANE 74-87-3 8260B mg/l NE 0.26 1.09 NE NE
2-CHLOROTOLUENE 95-49-8 8260B mg/l NE NE NE NE NE
4-CHLOROTOLUENE 106-43-4 8260B mg/l NE NE NE NE NE
1,2-DIBROMO-3-CHLOROPROPANE 96-12-8 8260B mg/l 0.0002 0.0000281 0.00034 NE NE
1,2-DIBROMOETHANE 106-93-4 8260B mg/l 5E-05 0.000176 0.000769 NE NE
DIBROMOMETHANE 74-95-3 8260B mg/l NE 0.124 0.521 NE NE
1,2-DICHLOROBENZENE 95-50-1 8260B mg/l 0.6 2.66 11.2 NE NE
1,3-DICHLOROBENZENE 541-73-1 8260B mg/l NE NE NE NE NE
1,4-DICHLOROBENZENE 106-46-7 8260B mg/l 0.075 0.00259 0.0113 NE NE
DICHLORODIFLUOROMETHANE 75-71-8 8260B mg/l NE 0.00744 0.0312 NE NE
1,1-DICHLOROETHANE 75-34-3 8260B mg/l NE 0.00764 0.0334 NE NE
1,2-DICHLOROETHANE 107-06-2 8260B mg/l 0.005 0.00224 0.00978 NE NE
1,1-DICHLOROETHENE 75-35-4 8260B mg/l 0.007 0.195 0.821 NE NE
CIS-1,2-DICHLOROETHENE 156-59-2 8260B mg/l 0.07 NE NE NE NE
TRANS-1,2-DICHLOROETHENE 156-60-5 8260B mg/l 0.1 NE NE NE NE
1,2-DICHLOROPROPANE 78-87-5 8260B mg/l 0.005 0.00658 0.0287 NE NE
1,1-DICHLOROPROPENE 563-58-6 8260B mg/l NE NE NE NE NE
1,3-DICHLOROPROPANE 142-28-9 8260B mg/l NE NE NE NE NE
CIS-1,3-DICHLOROPROPENE 10061-01-5 8260B mg/l NE NE NE NE NE
TRANS-1,3-DICHLOROPROPENE 10061-02-6 8260B mg/l NE NE NE NE NE
2,2-DICHLOROPROPANE 594-20-7 8260B mg/l NE NE NE NE NE
DI-ISOPROPYL ETHER 108-20-3 8260B mg/l NE 6.97 29.3 NE NE
ETHYLBENZENE 100-41-4 8260B mg/l 0.7 0.00349 0.0152 0.7 4
HEXACHLORO-1,3-BUTADIENE 87-68-3 8260B mg/l NE 0.000303 0.00132 NE NE
ISOPROPYLBENZENE 98-82-8 8260B mg/l NE 0.887 3.73 NE NE
P-ISOPROPYLTOLUENE 99-87-6 8260B mg/l NE NE NE NE NE
2-BUTANONE (MEK)78-93-3 8260B mg/l NE 2240 9410 NE NE
METHYLENE CHLORIDE 75-09-2 8260B mg/l 0.005 0.763 9.23 NE NE
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
<0.0113 0.0113 0.05 <0.0113 0.0113 0.05 <0.0113 0.0113 0.05 0.055 0.0113 0.05
<0.000671 J3 0.000671 0.01 <0.000671 J3 0.000671 0.01 <0.000671 J3 0.000671 0.01 <0.000671 J3 0.000671 0.01
0.000143 J 9.41E-05 0.001 0.00836 9.41E-05 0.001 0.000144 J 9.41E-05 0.001 0.00147 9.41E-05 0.001
<0.000118 0.000118 0.001 <0.000118 0.000118 0.001 <0.000118 0.000118 0.001 <0.000118 0.000118 0.001
<0.000136 0.000136 0.001 <0.000136 0.000136 0.001 <0.000136 0.000136 0.001 <0.000136 0.000136 0.001
<0.000129 0.000129 0.001 <0.000129 0.000129 0.001 <0.000129 0.000129 0.001 <0.000129 0.000129 0.001
<0.000605 0.000605 0.005 <0.000605 0.000605 0.005 <0.000605 0.000605 0.005 <0.000605 0.000605 0.005
<0.000157 J4 0.000157 0.001 <0.000157 J4 0.000157 0.001 <0.000157 J4 0.000157 0.001 <0.000157 J4 0.000157 0.001
<0.000125 0.000125 0.001 <0.000125 0.000125 0.001 <0.000125 0.000125 0.001 <0.000125 0.000125 0.001
<0.000127 0.000127 0.001 <0.000127 0.000127 0.001 <0.000127 0.000127 0.001 <0.000127 0.000127 0.001
<0.000128 0.000128 0.001 <0.000128 0.000128 0.001 <0.000128 0.000128 0.001 <0.000128 0.000128 0.001
<0.000116 0.000116 0.001 <0.000116 0.000116 0.001 <0.000116 0.000116 0.001 <0.000116 0.000116 0.001
<0.000140 0.00014 0.001 <0.000140 0.00014 0.001 <0.000140 0.00014 0.001 <0.000140 0.00014 0.001
<0.000192 0.000192 0.005 <0.000192 0.000192 0.005 <0.000192 0.000192 0.005 <0.000192 0.000192 0.005
<0.000111 0.000111 0.005 0.00107 J 0.000111 0.005 <0.000111 0.000111 0.005 0.00212 J 0.000111 0.005
<0.000960 0.00096 0.0025 <0.000960 0.00096 0.0025 <0.000960 0.00096 0.0025 <0.000960 0.00096 0.0025
<0.000106 0.000106 0.001 <0.000106 0.000106 0.001 <0.000106 0.000106 0.001 <0.000106 0.000106 0.001
<0.000114 0.000114 0.001 <0.000114 0.000114 0.001 <0.000114 0.000114 0.001 <0.000114 0.000114 0.001
<0.000276 0.000276 0.005 <0.000276 0.000276 0.005 <0.000276 0.000276 0.005 <0.000276 0.000276 0.005
<0.000126 0.000126 0.001 <0.000126 0.000126 0.001 <0.000126 0.000126 0.001 <0.000126 0.000126 0.001
<0.000122 0.000122 0.001 <0.000122 0.000122 0.001 <0.000122 0.000122 0.001 <0.000122 0.000122 0.001
<0.000107 J4 0.000107 0.001 <0.000107 J4 0.000107 0.001 <0.000107 J4 0.000107 0.001 <0.000107 J4 0.000107 0.001
<0.000110 0.00011 0.001 <0.000110 0.00011 0.001 <0.000110 0.00011 0.001 <0.000110 0.00011 0.001
<0.000120 0.00012 0.001 <0.000120 0.00012 0.001 <0.000120 0.00012 0.001 <0.000120 0.00012 0.001
<0.000374 0.000374 0.005 <0.000374 0.000374 0.005 <0.000374 0.000374 0.005 <0.000374 0.000374 0.005
<0.000100 0.0001 0.001 <0.000100 0.0001 0.001 <0.000100 0.0001 0.001 <0.000100 0.0001 0.001
<0.0000819 8.19E-05 0.001 <0.0000819 8.19E-05 0.001 <0.0000819 8.19E-05 0.001 <0.0000819 8.19E-05 0.001
<0.000188 0.000188 0.001 <0.000188 0.000188 0.001 <0.000188 0.000188 0.001 <0.000188 0.000188 0.001
<0.000126 0.000126 0.001 <0.000126 0.000126 0.001 <0.000126 0.000126 0.001 <0.000126 0.000126 0.001
<0.000149 0.000149 0.001 <0.000149 0.000149 0.001 <0.000149 0.000149 0.001 <0.000149 0.000149 0.001
<0.000149 0.000149 0.001 <0.000149 0.000149 0.001 <0.000149 0.000149 0.001 <0.000149 0.000149 0.001
<0.000142 0.000142 0.001 <0.000142 0.000142 0.001 <0.000142 0.000142 0.001 <0.000142 0.000142 0.001
<0.000110 0.00011 0.001 <0.000110 0.00011 0.001 <0.000110 0.00011 0.001 <0.000110 0.00011 0.001
<0.000111 0.000111 0.001 <0.000111 0.000111 0.001 <0.000111 0.000111 0.001 <0.000111 0.000111 0.001
<0.000118 0.000118 0.001 <0.000118 0.000118 0.001 <0.000118 0.000118 0.001 <0.000118 0.000118 0.001
<0.000161 0.000161 0.001 <0.000161 0.000161 0.001 <0.000161 0.000161 0.001 <0.000161 0.000161 0.001
<0.000105 0.000105 0.001 <0.000105 0.000105 0.001 <0.000105 0.000105 0.001 <0.000105 0.000105 0.001
<0.000137 0.000137 0.001 0.00155 0.000137 0.001 <0.000137 0.000137 0.001 0.000211 J 0.000137 0.001
<0.000337 0.000337 0.001 <0.000337 0.000337 0.001 <0.000337 0.000337 0.001 <0.000337 0.000337 0.001
<0.000105 0.000105 0.001 0.000109 J 0.000105 0.001 <0.000105 0.000105 0.001 <0.000105 0.000105 0.001
<0.000120 0.00012 0.001 <0.000120 0.00012 0.001 <0.000120 0.00012 0.001 <0.000120 0.00012 0.001
<0.00119 0.00119 0.01 <0.00119 0.00119 0.01 0.00153 J 0.00119 0.01 0.00587 J 0.00119 0.01
<0.000430 0.00043 0.005 <0.000430 0.00043 0.005 <0.000430 0.00043 0.005 <0.000430 0.00043 0.005
08/18/2020 08/18/2020
GW GWGW
08/18/202008/19/2020
GW
B-8 GWB-7 GWB-6 MW
L1253135-28L1253135-32
B-9 GW
L1253135-18 L1253135-19
Page 3 of 6
Table 3 - Volatile Organic Compounds and Petroleum Hydrocarbons in Groundwater
Salt Lake Chrome Facility
Salt Lake City, Utah
Terracon Project No. 61207268
Lab Sample ID
Client Sample ID
Matrix
Date Collected
Analyte CAS Method Units MCL
VISL
(Residential)
VISL
(Industrial)
UDEQ
ISL
UDEQ
Tier 1
ACETONE 67-64-1 8260B mg/l NE 22500 94500 NE NE4-METHYL-2-PENTANONE (MIBK)108-10-1 8260B mg/l NE 555 2330 NE NE
METHYL TERT-BUTYL ETHER 1634-04-4 8260B mg/l NE 0.45 1.97 0.2 0.2
NAPHTHALENE 91-20-3 8260B mg/l NE 0.00459 0.0201 0.7 0.7
N-PROPYLBENZENE 103-65-1 8260B mg/l NE 2.43 10.2 NE NE
STYRENE 100-42-5 8260B mg/l 0.1 9.28 39 NE NE
1,1,1,2-TETRACHLOROETHANE 630-20-6 8260B mg/l NE 0.00371 0.0162 NE NE
1,1,2,2-TETRACHLOROETHANE 79-34-5 8260B mg/l NE 0.00323 0.0141 NE NE
1,1,2-TRICHLOROTRIFLUOROETHANE 76-13-1 8260B mg/l NE 0.242 1.02 NE NE
TETRACHLOROETHENE 127-18-4 8260B mg/l 0.005 0.0149 0.0652 NE NE
TOLUENE 108-88-3 8260B mg/l 1 19.2 80.7 1 3
1,2,3-TRICHLOROBENZENE 87-61-6 8260B mg/l NE NE NE NE NE
1,2,4-TRICHLOROBENZENE 120-82-1 8260B mg/l 0.07 0.0359 0.151 NE NE
1,1,1-TRICHLOROETHANE 71-55-6 8260B mg/l 0.2 7.42 31.1 NE NE
1,1,2-TRICHLOROETHANE 79-00-5 8260B mg/l 0.005 0.00521 0.0228 NE NE
TRICHLOROETHENE 79-01-6 8260B mg/l 0.005 0.00119 0.00743 NE NE
TRICHLOROFLUOROMETHANE 75-69-4 8260B mg/l NE NE NE NE NE
1,2,3-TRICHLOROPROPANE 96-18-4 8260B mg/l NE 0.0223 0.0937 NE NE
1,2,4-TRIMETHYLBENZENE 95-63-6 8260B mg/l NE 0.248 1.04 NE NE
1,2,3-TRIMETHYLBENZENE 526-73-8 8260B mg/l NE 0.351 1.47 NE NE
1,3,5-TRIMETHYLBENZENE 108-67-8 8260B mg/l NE 0.175 0.733 NE NE
VINYL CHLORIDE 75-01-4 8260B mg/l 0.002 0.000147 0.00245 NE NE
XYLENES, TOTAL 1330-20-7 8260B mg/l 10 0.385 1.62 10 10
TPH (GC/MS) LOW FRACTION 8006-61-9 8260B mg/l NE NE NE 1 10
DRO W/ SGT 3511/8015 mg/l NE NE NE 1 10
OIL & GREASE (HEXANE EXTR)1664A mg/l NE NE NE 10 10
Grey shaded values were reported above the MDL. Color shaded values exceed a screening level.
Qualifiers (Q): J: The identification of the analyte is acceptable; the reported value is an estimate.J3: The associated
batch QC was outside the established quality control range for precision. J4: The associated batch QC was outside the
established quality control range for accuracy.J5: The sample matrix interfered with the ability to make any accurate
determination; spike value is high.J6: The sample matrix interfered with the ability to make any accurate determination;
spike value is low.
MCL - U.S. Environmental Protection Agency's (EPA's) Maximum Contaminant Levels (MCLs) for drinking water (Target
Cancer Risk = 1E-06; Target Hazard Quotient = 1). VISL - U.S. EPA's Target Groundwater Concentration Vapor Intrusion
Screening Levels for residential and commercial properties (Target Cancer Risk = 1E-06; Target Hazard Quotient = 1). UDEQ -
Utah Department of Environmental Quality's Initial Screening Levels (ISLs) and risk-based Tier 1 Screening Levels (Tier 1) for
petroleum at leaking underground storage tank sites.
MDL - Laboratory's Method Detection Limit; RDL - Laboratory's Reported Detection Limit; NA - not analyzed; NE - not
established.Italicized value exceeds screening level.
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
08/18/2020 08/18/2020
GW GWGW
08/18/202008/19/2020
GW
B-8 GWB-7 GWB-6 MW
L1253135-28L1253135-32
B-9 GW
L1253135-18 L1253135-19
<0.000478 0.000478 0.01 0.000598 J 0.000478 0.01 0.000555 J 0.000478 0.01 0.000677 J 0.000478 0.01
<0.000101 0.000101 0.001 <0.000101 0.000101 0.001 <0.000101 0.000101 0.001 <0.000101 0.000101 0.001
<0.00100 0.001 0.005 0.00138 J 0.001 0.005 <0.00100 0.001 0.005 <0.00100 0.001 0.005
<0.0000993 9.93E-05 0.001 0.000157 J 9.93E-05 0.001 <0.0000993 9.93E-05 0.001 <0.0000993 9.93E-05 0.001
<0.000118 0.000118 0.001 <0.000118 0.000118 0.001 <0.000118 0.000118 0.001 <0.000118 0.000118 0.001
<0.000147 0.000147 0.001 <0.000147 0.000147 0.001 <0.000147 0.000147 0.001 <0.000147 0.000147 0.001
<0.000133 0.000133 0.001 <0.000133 0.000133 0.001 <0.000133 0.000133 0.001 <0.000133 0.000133 0.001
<0.000180 0.00018 0.001 <0.000180 0.00018 0.001 <0.000180 0.00018 0.001 <0.000180 0.00018 0.001
<0.000300 0.0003 0.001 <0.000300 0.0003 0.001 <0.000300 0.0003 0.001 <0.000300 0.0003 0.001
<0.000278 0.000278 0.001 0.00927 0.000278 0.001 <0.000278 0.000278 0.001 0.00123 0.000278 0.001
<0.000230 0.00023 0.001 <0.000230 0.00023 0.001 <0.000230 0.00023 0.001 <0.000230 0.00023 0.001
<0.000481 0.000481 0.001 <0.000481 0.000481 0.001 <0.000481 0.000481 0.001 <0.000481 0.000481 0.001
<0.000149 0.000149 0.001 <0.000149 0.000149 0.001 <0.000149 0.000149 0.001 <0.000149 0.000149 0.001
<0.000158 0.000158 0.001 <0.000158 0.000158 0.001 <0.000158 0.000158 0.001 <0.000158 0.000158 0.001
<0.000190 0.00019 0.001 <0.000190 0.00019 0.001 <0.000190 0.00019 0.001 <0.000190 0.00019 0.001
<0.000160 0.00016 0.005 <0.000160 0.00016 0.005 <0.000160 0.00016 0.005 <0.000160 0.00016 0.005
<0.000237 0.000237 0.0025 <0.000237 0.000237 0.0025 <0.000237 0.000237 0.0025 <0.000237 0.000237 0.0025
<0.000322 0.000322 0.001 0.000502 J 0.000322 0.001 <0.000322 0.000322 0.001 <0.000322 0.000322 0.001
<0.000104 0.000104 0.001 0.000241 J 0.000104 0.001 <0.000104 0.000104 0.001 <0.000104 0.000104 0.001
<0.000104 0.000104 0.001 0.000206 J 0.000104 0.001 <0.000104 0.000104 0.001 <0.000104 0.000104 0.001
<0.000234 0.000234 0.001 <0.000234 0.000234 0.001 <0.000234 0.000234 0.001 <0.000234 0.000234 0.001
0.000412 J 0.000174 0.003 0.00374 0.000174 0.003 <0.000174 0.000174 0.003 0.000407 J 0.000174 0.003
NA NA NA NA
NA NA NA NA
NA NA NA NA
Page 4 of 6
Table 3 - Volatile Organic Compounds and Petroleum Hydrocarbons in Groundwater
Salt Lake Chrome Facility
Salt Lake City, Utah
Terracon Project No. 61207268
Lab Sample ID
Client Sample ID
Matrix
Date Collected
Analyte CAS Method Units MCL
VISL
(Residential)
VISL
(Industrial)
UDEQ
ISL
UDEQ
Tier 1
ACETONE 67-64-1 8260B mg/l NE 22500 94500 NE NE
ACRYLONITRILE 107-13-1 8260B mg/l NE 0.00732 0.032 NE NE
BENZENE 71-43-2 8260B mg/l 0.005 0.00159 0.00693 0.005 0.3
BROMOBENZENE 108-86-1 8260B mg/l NE 0.62 2.6 NE NE
BROMODICHLOROMETHANE 75-27-4 8260B mg/l 0.08 0.000876 0.00382 NE NE
BROMOFORM 75-25-2 8260B mg/l 0.08 0.117 0.51 NE NE
BROMOMETHANE 74-83-9 8260B mg/l NE 0.0174 0.073 NE NE
N-BUTYLBENZENE 104-51-8 8260B mg/l NE NE NE NE NE
SEC-BUTYLBENZENE 135-98-8 8260B mg/l NE NE NE NE NE
TERT-BUTYLBENZENE 98-06-6 8260B mg/l NE NE NE NE NE
CARBON TETRACHLORIDE 56-23-5 8260B mg/l 0.005 0.000415 0.00181 NE NE
CHLOROBENZENE 108-90-7 8260B mg/l 0.1 0.41 1.72 NE NE
CHLORODIBROMOMETHANE 124-48-1 8260B mg/l 0.08 NE NE NE NE
CHLOROETHANE 75-00-3 8260B mg/l NE 23 96.5 NE NE
CHLOROFORM 67-66-3 8260B mg/l 0.08 0.000814 0.00355 NE NE
CHLOROMETHANE 74-87-3 8260B mg/l NE 0.26 1.09 NE NE
2-CHLOROTOLUENE 95-49-8 8260B mg/l NE NE NE NE NE
4-CHLOROTOLUENE 106-43-4 8260B mg/l NE NE NE NE NE
1,2-DIBROMO-3-CHLOROPROPANE 96-12-8 8260B mg/l 0.0002 0.0000281 0.00034 NE NE
1,2-DIBROMOETHANE 106-93-4 8260B mg/l 5E-05 0.000176 0.000769 NE NE
DIBROMOMETHANE 74-95-3 8260B mg/l NE 0.124 0.521 NE NE
1,2-DICHLOROBENZENE 95-50-1 8260B mg/l 0.6 2.66 11.2 NE NE
1,3-DICHLOROBENZENE 541-73-1 8260B mg/l NE NE NE NE NE
1,4-DICHLOROBENZENE 106-46-7 8260B mg/l 0.075 0.00259 0.0113 NE NE
DICHLORODIFLUOROMETHANE 75-71-8 8260B mg/l NE 0.00744 0.0312 NE NE
1,1-DICHLOROETHANE 75-34-3 8260B mg/l NE 0.00764 0.0334 NE NE
1,2-DICHLOROETHANE 107-06-2 8260B mg/l 0.005 0.00224 0.00978 NE NE
1,1-DICHLOROETHENE 75-35-4 8260B mg/l 0.007 0.195 0.821 NE NE
CIS-1,2-DICHLOROETHENE 156-59-2 8260B mg/l 0.07 NE NE NE NE
TRANS-1,2-DICHLOROETHENE 156-60-5 8260B mg/l 0.1 NE NE NE NE
1,2-DICHLOROPROPANE 78-87-5 8260B mg/l 0.005 0.00658 0.0287 NE NE
1,1-DICHLOROPROPENE 563-58-6 8260B mg/l NE NE NE NE NE
1,3-DICHLOROPROPANE 142-28-9 8260B mg/l NE NE NE NE NE
CIS-1,3-DICHLOROPROPENE 10061-01-5 8260B mg/l NE NE NE NE NE
TRANS-1,3-DICHLOROPROPENE 10061-02-6 8260B mg/l NE NE NE NE NE
2,2-DICHLOROPROPANE 594-20-7 8260B mg/l NE NE NE NE NE
DI-ISOPROPYL ETHER 108-20-3 8260B mg/l NE 6.97 29.3 NE NE
ETHYLBENZENE 100-41-4 8260B mg/l 0.7 0.00349 0.0152 0.7 4
HEXACHLORO-1,3-BUTADIENE 87-68-3 8260B mg/l NE 0.000303 0.00132 NE NE
ISOPROPYLBENZENE 98-82-8 8260B mg/l NE 0.887 3.73 NE NE
P-ISOPROPYLTOLUENE 99-87-6 8260B mg/l NE NE NE NE NE
2-BUTANONE (MEK)78-93-3 8260B mg/l NE 2240 9410 NE NE
METHYLENE CHLORIDE 75-09-2 8260B mg/l 0.005 0.763 9.23 NE NE
Result Q MDL RDL Result Q MDL RDL
<0.0113 0.0113 0.05 <0.0113 0.0113 0.05
<0.000671 J3 0.000671 0.01 <0.000671 J3 0.000671 0.01
0.000578 J 9.41E-05 0.001 0.00422 9.41E-05 0.001
<0.000118 0.000118 0.001 <0.000118 0.000118 0.001
<0.000136 0.000136 0.001 <0.000136 0.000136 0.001
<0.000129 0.000129 0.001 <0.000129 0.000129 0.001
<0.000605 0.000605 0.005 <0.000605 0.000605 0.005
<0.000157 J4 0.000157 0.001 <0.000157 J4 0.000157 0.001
<0.000125 0.000125 0.001 <0.000125 0.000125 0.001
<0.000127 0.000127 0.001 <0.000127 0.000127 0.001
<0.000128 0.000128 0.001 <0.000128 0.000128 0.001
<0.000116 0.000116 0.001 <0.000116 0.000116 0.001
<0.000140 0.00014 0.001 <0.000140 0.00014 0.001
<0.000192 0.000192 0.005 <0.000192 0.000192 0.005
0.000303 J 0.000111 0.005 <0.000111 0.000111 0.005
<0.000960 0.00096 0.0025 <0.000960 0.00096 0.0025
<0.000106 0.000106 0.001 <0.000106 0.000106 0.001
<0.000114 0.000114 0.001 <0.000114 0.000114 0.001
<0.000276 0.000276 0.005 <0.000276 0.000276 0.005
<0.000126 0.000126 0.001 <0.000126 0.000126 0.001
<0.000122 0.000122 0.001 <0.000122 0.000122 0.001
<0.000107 J4 0.000107 0.001 <0.000107 J4 0.000107 0.001
<0.000110 0.00011 0.001 <0.000110 0.00011 0.001
<0.000120 0.00012 0.001 <0.000120 0.00012 0.001
<0.000374 0.000374 0.005 <0.000374 0.000374 0.005
<0.000100 0.0001 0.001 <0.000100 0.0001 0.001
<0.0000819 8.19E-05 0.001 <0.0000819 8.19E-05 0.001
<0.000188 0.000188 0.001 <0.000188 0.000188 0.001
<0.000126 0.000126 0.001 <0.000126 0.000126 0.001
<0.000149 0.000149 0.001 <0.000149 0.000149 0.001
<0.000149 0.000149 0.001 <0.000149 0.000149 0.001
<0.000142 0.000142 0.001 <0.000142 0.000142 0.001
<0.000110 0.00011 0.001 <0.000110 0.00011 0.001
<0.000111 0.000111 0.001 <0.000111 0.000111 0.001
<0.000118 0.000118 0.001 <0.000118 0.000118 0.001
<0.000161 0.000161 0.001 <0.000161 0.000161 0.001
<0.000105 0.000105 0.001 <0.000105 0.000105 0.001
<0.000137 0.000137 0.001 0.000684 J 0.000137 0.001
<0.000337 0.000337 0.001 <0.000337 0.000337 0.001
<0.000105 0.000105 0.001 <0.000105 0.000105 0.001
<0.000120 0.00012 0.001 <0.000120 0.00012 0.001
<0.00119 0.00119 0.01 <0.00119 0.00119 0.01
<0.000430 0.00043 0.005 <0.000430 0.00043 0.005
08/18/2020 08/18/2020
GW GW
B-10 GW B-11 GW
L1253135-22 L1253135-25
Page 5 of 6
Table 3 - Volatile Organic Compounds and Petroleum Hydrocarbons in Groundwater
Salt Lake Chrome Facility
Salt Lake City, Utah
Terracon Project No. 61207268
Lab Sample ID
Client Sample ID
Matrix
Date Collected
Analyte CAS Method Units MCL
VISL
(Residential)
VISL
(Industrial)
UDEQ
ISL
UDEQ
Tier 1
ACETONE 67-64-1 8260B mg/l NE 22500 94500 NE NE4-METHYL-2-PENTANONE (MIBK)108-10-1 8260B mg/l NE 555 2330 NE NE
METHYL TERT-BUTYL ETHER 1634-04-4 8260B mg/l NE 0.45 1.97 0.2 0.2
NAPHTHALENE 91-20-3 8260B mg/l NE 0.00459 0.0201 0.7 0.7
N-PROPYLBENZENE 103-65-1 8260B mg/l NE 2.43 10.2 NE NE
STYRENE 100-42-5 8260B mg/l 0.1 9.28 39 NE NE
1,1,1,2-TETRACHLOROETHANE 630-20-6 8260B mg/l NE 0.00371 0.0162 NE NE
1,1,2,2-TETRACHLOROETHANE 79-34-5 8260B mg/l NE 0.00323 0.0141 NE NE
1,1,2-TRICHLOROTRIFLUOROETHANE 76-13-1 8260B mg/l NE 0.242 1.02 NE NE
TETRACHLOROETHENE 127-18-4 8260B mg/l 0.005 0.0149 0.0652 NE NE
TOLUENE 108-88-3 8260B mg/l 1 19.2 80.7 1 3
1,2,3-TRICHLOROBENZENE 87-61-6 8260B mg/l NE NE NE NE NE
1,2,4-TRICHLOROBENZENE 120-82-1 8260B mg/l 0.07 0.0359 0.151 NE NE
1,1,1-TRICHLOROETHANE 71-55-6 8260B mg/l 0.2 7.42 31.1 NE NE
1,1,2-TRICHLOROETHANE 79-00-5 8260B mg/l 0.005 0.00521 0.0228 NE NE
TRICHLOROETHENE 79-01-6 8260B mg/l 0.005 0.00119 0.00743 NE NE
TRICHLOROFLUOROMETHANE 75-69-4 8260B mg/l NE NE NE NE NE
1,2,3-TRICHLOROPROPANE 96-18-4 8260B mg/l NE 0.0223 0.0937 NE NE
1,2,4-TRIMETHYLBENZENE 95-63-6 8260B mg/l NE 0.248 1.04 NE NE
1,2,3-TRIMETHYLBENZENE 526-73-8 8260B mg/l NE 0.351 1.47 NE NE
1,3,5-TRIMETHYLBENZENE 108-67-8 8260B mg/l NE 0.175 0.733 NE NE
VINYL CHLORIDE 75-01-4 8260B mg/l 0.002 0.000147 0.00245 NE NE
XYLENES, TOTAL 1330-20-7 8260B mg/l 10 0.385 1.62 10 10
TPH (GC/MS) LOW FRACTION 8006-61-9 8260B mg/l NE NE NE 1 10
DRO W/ SGT 3511/8015 mg/l NE NE NE 1 10
OIL & GREASE (HEXANE EXTR)1664A mg/l NE NE NE 10 10
Grey shaded values were reported above the MDL. Color shaded values exceed a screening level.
Qualifiers (Q): J: The identification of the analyte is acceptable; the reported value is an estimate.J3: The associated
batch QC was outside the established quality control range for precision. J4: The associated batch QC was outside the
established quality control range for accuracy.J5: The sample matrix interfered with the ability to make any accurate
determination; spike value is high.J6: The sample matrix interfered with the ability to make any accurate determination;
spike value is low.
MCL - U.S. Environmental Protection Agency's (EPA's) Maximum Contaminant Levels (MCLs) for drinking water (Target
Cancer Risk = 1E-06; Target Hazard Quotient = 1). VISL - U.S. EPA's Target Groundwater Concentration Vapor Intrusion
Screening Levels for residential and commercial properties (Target Cancer Risk = 1E-06; Target Hazard Quotient = 1). UDEQ -
Utah Department of Environmental Quality's Initial Screening Levels (ISLs) and risk-based Tier 1 Screening Levels (Tier 1) for
petroleum at leaking underground storage tank sites.
MDL - Laboratory's Method Detection Limit; RDL - Laboratory's Reported Detection Limit; NA - not analyzed; NE - not
established.Italicized value exceeds screening level.
Result Q MDL RDL Result Q MDL RDL
08/18/2020 08/18/2020
GW GW
B-10 GW B-11 GW
L1253135-22 L1253135-25
<0.000478 0.000478 0.01 <0.000478 0.000478 0.01
<0.000101 0.000101 0.001 <0.000101 0.000101 0.001
<0.00100 0.001 0.005 <0.00100 0.001 0.005
<0.0000993 9.93E-05 0.001 <0.0000993 9.93E-05 0.001
<0.000118 0.000118 0.001 <0.000118 0.000118 0.001
<0.000147 0.000147 0.001 <0.000147 0.000147 0.001
<0.000133 0.000133 0.001 <0.000133 0.000133 0.001
<0.000180 0.00018 0.001 <0.000180 0.00018 0.001
0.000316 J 0.0003 0.001 <0.000300 0.0003 0.001
0.000679 J 0.000278 0.001 0.00415 0.000278 0.001
<0.000230 0.00023 0.001 <0.000230 0.00023 0.001
<0.000481 0.000481 0.001 <0.000481 0.000481 0.001
<0.000149 0.000149 0.001 <0.000149 0.000149 0.001
<0.000158 0.000158 0.001 <0.000158 0.000158 0.001
<0.000190 0.00019 0.001 <0.000190 0.00019 0.001
<0.000160 0.00016 0.005 <0.000160 0.00016 0.005
<0.000237 0.000237 0.0025 <0.000237 0.000237 0.0025
<0.000322 0.000322 0.001 <0.000322 0.000322 0.001
<0.000104 0.000104 0.001 0.000104 J 0.000104 0.001
<0.000104 0.000104 0.001 <0.000104 0.000104 0.001
<0.000234 0.000234 0.001 <0.000234 0.000234 0.001
0.000344 J 0.000174 0.003 0.00179 J 0.000174 0.003
NA NA
NA NA
NA NA
Page 6 of 6
Table 4 - Dissolved Metals in Groundwater
Salt Lake Chrome Facility
Salt Lake City, Utah
Terracon Project No. 61207268
Analyte CAS Method Units MCL Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
ARSENIC 7440-38-2 6020 mg/l 0.01 0.01 0.00074 0.002 0.00934 0.00074 0.002 0.00576 0.00074 0.002 0.0256 0.00074 0.002 0.00239 0.00074 0.002 0.00339 0.00074 0.002
BARIUM 7440-39-3 6020 mg/l 2 0.0713 0.00778 0.02 0.0531 0.00778 0.02 0.0515 0.00778 0.02 0.243 0.00778 0.02 0.323 0.00778 0.02 0.0717 0.00778 0.02
CADMIUM 7440-43-9 6020 mg/l 0.005 <0.000478 0.00048 0.001 <0.000478 0.00048 0.001 <0.000478 0.00048 0.001 0.000757 J 0.00048 0.001 <0.000478 0.00048 0.001 <0.000478 0.00048 0.001
CHROMIUM 7440-47-3 6020 mg/l 0.1 <0.00149 0.00149 0.002 <0.00149 0.00149 0.002 <0.00149 0.00149 0.002 0.0163 0.00149 0.002 <0.00149 0.00149 0.002 0.00149 J 0.00149 0.002
LEAD 7439-92-1 6020 mg/l 0.015 <0.00249 0.00249 0.005 <0.00249 0.00249 0.005 <0.00249 0.00249 0.005 0.0385 0.00249 0.005 <0.00249 0.00249 0.005 <0.00249 0.00249 0.005
NICKEL 7440-02-0 6020 mg/l NE 0.0049 0.00095 0.002 0.00652 0.00095 0.002 0.00567 0.00095 0.002 3.26 0.00095 0.002 0.01 0.00095 0.002 0.242 0.00095 0.002
SELENIUM 7782-49-2 6020 mg/l 0.05 0.00115 J 0.00066 0.002 0.00281 0.00066 0.002 0.00371 0.00066 0.002 0.00276 0.00066 0.002 0.00185 J 0.00066 0.002 0.00522 0.00066 0.002
SILVER 7440-22-4 6020 mg/l NE <0.000513 0.00051 0.002 <0.000513 0.00051 0.002 <0.000513 0.00051 0.002 0.000623 J 0.00051 0.002 <0.000513 0.00051 0.002 <0.000513 0.00051 0.002
HEXAVALENT CHROMIUM 18540-29-9 7199 mg/l 0.1a <0.000150 0.00015 0.0005 NA 0.00027 J 0.00015 0.0005 0.00052 0.00015 0.0005 0.000184 J 0.00015 0.0005 0.00104 0.00015 0.0005
MERCURY 7439-97-6 7470A mg/l 0.002 <0.000100 0.0001 0.0002 <0.000100 0.0001 0.0002 <0.000100 0.0001 0.0002 <0.000100 0.0001 0.0002 <0.000100 0.0001 0.0002 <0.000100 0.0001 0.0002
MCL - U.S. Environmental Protection Agency's (EPA's)
Maximum Contaminant Levels (MCLs) for drinking water
(Target Cancer Risk = 1E-06; Target Hazard Quotient = 1)
a - no MCL established for CrVI, used total chromium MCL.
MDL - Laboratory's Method Detection Limit; RDL -
Laboratory's Reported Detection Limit; NA - not analyzed; NE -
not established
Grey shaded values were reported above the MDL. Color
shaded values exceed a screening level.
Matrix
Date Collected 08/19/2020 08/19/2020 08/19/2020
GW
Qualifiers (Q): J: The identification of the analyte is
acceptable; the reported value is an estimate.
08/19/2020
GW GW GWGW
08/19/2020
L1253135-32
GW
08/18/2020
B-7 GW
L1253135-33
B-3 MWB-2 MW B-5 MW B-6 MWB-1 MWClient Sample ID
L1253135-28L1253135-29L1253135-30 L1253135-31Lab Sample ID
Page 1 of 2
Table 4 - Dissolved Metals in Groundwater
Salt Lake Chrome Facility
Salt Lake City, Utah
Terracon Project No. 61207268
Analyte CAS Method Units MCL
ARSENIC 7440-38-2 6020 mg/l 0.01
BARIUM 7440-39-3 6020 mg/l 2
CADMIUM 7440-43-9 6020 mg/l 0.005
CHROMIUM 7440-47-3 6020 mg/l 0.1
LEAD 7439-92-1 6020 mg/l 0.015
NICKEL 7440-02-0 6020 mg/l NE
SELENIUM 7782-49-2 6020 mg/l 0.05
SILVER 7440-22-4 6020 mg/l NE
HEXAVALENT CHROMIUM 18540-29-9 7199 mg/l 0.1a
MERCURY 7439-97-6 7470A mg/l 0.002
MCL - U.S. Environmental Protection Agency's (EPA's)
Maximum Contaminant Levels (MCLs) for drinking water
(Target Cancer Risk = 1E-06; Target Hazard Quotient = 1)
a - no MCL established for CrVI, used total chromium MCL.
MDL - Laboratory's Method Detection Limit; RDL -
Laboratory's Reported Detection Limit; NA - not analyzed; NE -
not established
Grey shaded values were reported above the MDL. Color
shaded values exceed a screening level.
Matrix
Date Collected
Qualifiers (Q): J: The identification of the analyte is
acceptable; the reported value is an estimate.
Client Sample ID
Lab Sample ID
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
0.00501 0.00074 0.002 0.00399 0.00074 0.002 0.00384 0.00074 0.002 0.00526 0.00074 0.002
0.08 0.00778 0.02 0.0454 0.00778 0.02 0.0867 0.00778 0.02 0.0782 0.00778 0.02
<0.000478 0.00048 0.001 <0.000478 0.00048 0.001 <0.000478 0.00048 0.001 <0.000478 0.00048 0.001
0.00266 0.00149 0.002 1220 0.298 0.4 0.11 0.00149 0.002 0.00242 0.00149 0.002
<0.00249 0.00249 0.005 <0.00249 0.00249 0.005 <0.00249 0.00249 0.005 <0.00249 0.00249 0.005
0.0235 0.00095 0.002 0.932 0.00095 0.002 0.0386 0.00095 0.002 0.0207 0.00095 0.002
0.00146 J 0.00066 0.002 0.0129 0.00066 0.002 0.00698 0.00066 0.002 0.00244 0.00066 0.002
<0.000513 0.00051 0.002 <0.000513 0.00051 0.002 <0.000513 0.00051 0.002 <0.000513 0.00051 0.002
<0.000150 0.00015 0.0005 1080 7.5 25 0.185 0.0015 0.005 0.00182 0.00015 0.0005
<0.000100 0.0001 0.0002 <0.000100 0.0001 0.0002 <0.000100 0.0001 0.0002 <0.000100 0.0001 0.0002
GW GW
08/18/2020
GWGW
08/18/2020 08/18/2020 08/18/2020
B-11 GW
L1253135-25
B-8 GW B-9 GW B-10 GW
L1253135-18 L1253135-19 L1253135-22
Page 2 of 2
APPENDIX C
Soil Boring Logs
0.3
1.1
9.0
12.0
12.5
13.5
14.4
15.0
B-1 @ 11.5', 09:05
B-1 MW, 8/19/20, 14:48
FILL - ASPHALT
FILL - SILT W/GRAVEL
SILT (ML), dark brown, moist, medium stiff
SILT WITH CLAY (ML), dark brown, moist to wet, medium stiff
CLAY (CL), light brown, wet, medium stiff
SILTY CLAY (CL-ML), brown, wet, medium stiff
SILT W/ CLAY & FINE SAND (ML), gray, wet, medium stiff
CLAY (CL), gray, wet, medium stiff
Boring Terminated at 15 Feet
GW
SS
0.0
0.1
0.3
0.2
0.0
0.0
0.0
0.0
0.0
0.0
3.0
8.5
2.0
0.0
0.0
Flush Mount &
Concrete
Bentonite Seal
1'-3'
2" PVC Blank
0'-5'
10-20 Silica
Sand Pack
3'-15'
2" Slotted
(0.010) PVC
Screen 5'-15'
LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock
types; in-situ these transitions may be gradual or may occur at different depths than shown.
GR
A
P
H
I
C

L
O
G
See Exhibit A-2
TH
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B
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L
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1
2
0
7
2
6
8

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L
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1
8
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2
0

M
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O
N
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M
P
L
A
T
E
.
G
D
T

8
/
2
5
/
2
0
255 S. Brooklyn Ave
Salt Lake City, Utah
SITE:
Page 1 of 1
Advancement Method:
Direct Push
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61207268
Drill Rig: Geoprobe
Well Started: 08-17-2020
WELL LOG NO. B-1 MW
SMH Builders Inc.
Driller: DPS
Well Completed: 08-17-2020
Exhibit:
CLIENT:
6949 S High Tech Dr Ste 100
Midvale, UT
PROJECT: SL Chrome LSI
C-1
MATERIAL DESCRIPTION
Sa
m
p
l
e
PI
D

(
p
p
m
)
DE
P
T
H

(
f
t
)
5
10
15
WA
T
E
R

L
E
V
E
L
OB
S
E
R
V
A
T
I
O
N
S
SA
M
P
L
E

T
Y
P
E
Well Completion:
INSTALLATION DETAILS
GW Encountered While Drilling
WATER LEVEL OBSERVATIONS
50
5
90
RE
C
O
V
E
R
Y

(
%
)
0.3
2.5
5.6
8.0
9.2
13.7
15.0
B-2 @ 6.5', 12:15
B-2 MW, 8/19/20, 11:50
FILL - ASPHALT
FILL - SILT W/GRAVEL
SILT (ML), brown, moist, medium stiff
SILT WITH CLAY (ML), gray brown, moist to wet, soft to medium stiff
SILT WITH SAND (ML), brown, wet, medium stiff
SILTY CLAY (CL-ML), light gray brown, wet, medium stiff, with thin layers of fine
sand & silt
CLAY (CL), gray, wet, medium stiff
Boring Terminated at 15 Feet
SS
GW
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.3
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Flush Mount &
Concrete
Bentonite Seal
1'-3'
2" PVC Blank
0'-5'
10-20 Silica
Sand Pack
3'-15'
2" Slotted
(0.010) PVC
Screen 5'-15'
LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock
types; in-situ these transitions may be gradual or may occur at different depths than shown.
GR
A
P
H
I
C

L
O
G
See Exhibit A-2
TH
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B
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L
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V
A
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1
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7
2
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1
8
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T
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R
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A
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O
N
_
D
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T
A
T
E
M
P
L
A
T
E
.
G
D
T

8
/
2
5
/
2
0
255 S. Brooklyn Ave
Salt Lake City, Utah
SITE:
Page 1 of 1
Advancement Method:
Direct Push
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61207268
Drill Rig: Geoprobe
Well Started: 08-17-2020
WELL LOG NO. B-2 MW
SMH Builders Inc.
Driller: DPS
Well Completed: 08-17-2020
Exhibit:
CLIENT:
6949 S High Tech Dr Ste 100
Midvale, UT
PROJECT: SL Chrome LSI
C-2
MATERIAL DESCRIPTION
Sa
m
p
l
e
PI
D

(
p
p
m
)
DE
P
T
H

(
f
t
)
5
10
15
WA
T
E
R

L
E
V
E
L
OB
S
E
R
V
A
T
I
O
N
S
SA
M
P
L
E

T
Y
P
E
Well Completion:
INSTALLATION DETAILS
GW Encountered While Drilling
WATER LEVEL OBSERVATIONS
60
90
85
RE
C
O
V
E
R
Y

(
%
)
0.3
0.8
2.5
5.4
7.6
10.0
11.9
13.8
15.0
B-3 @ 0-1', 10:20
B-3 @ 1-3', 10:22
B-3 @ 3-5', 10:24
B-3 MW, 8/19/20, 10:45
FILL - GRAVEL
FILL - SILT W/GRAVEL
SILT (ML), brown, moist, medium stiff
SANDY SILT (ML), light brown, slight moist, medium stiff
SILT (ML), dark brown, moist, medium stiff
CLAYEY SILT (ML), dark brown, moist, soft to medium stiff
SILTY CLAY (CL-ML), bluish gray, wet, medium stiff
SILTY SAND (SM), gray, wet, medium dense
CLAY (CL), gray, wet, medium stiff
Boring Terminated at 15 Feet
SS
SS
SS
GW
0.1
0.3
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Flush Mount &
Concrete
Bentonite Seal
1'-3'
2" PVC Blank
0'-5'
10-20 Silica
Sand Pack
3'-15'
2" Slotted
(0.010) PVC
Screen 5'-15'
LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock
types; in-situ these transitions may be gradual or may occur at different depths than shown.
GR
A
P
H
I
C

L
O
G
See Exhibit A-2
TH
I
S

B
O
R
I
N
G

L
O
G

I
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N
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V
A
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2
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8

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8
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M
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P
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T
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R
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A
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O
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A
T
A
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E
M
P
L
A
T
E
.
G
D
T

8
/
2
5
/
2
0
255 S. Brooklyn Ave
Salt Lake City, Utah
SITE:
Page 1 of 1
Advancement Method:
Direct Push
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61207268
Drill Rig: Geoprobe
Well Started: 08-17-2020
WELL LOG NO. B-3 MW
SMH Builders Inc.
Driller: DPS
Well Completed: 08-17-2020
Exhibit:
CLIENT:
6949 S High Tech Dr Ste 100
Midvale, UT
PROJECT: SL Chrome LSI
C-3
MATERIAL DESCRIPTION
Sa
m
p
l
e
PI
D

(
p
p
m
)
DE
P
T
H

(
f
t
)
5
10
15
WA
T
E
R

L
E
V
E
L
OB
S
E
R
V
A
T
I
O
N
S
SA
M
P
L
E

T
Y
P
E
Well Completion:
INSTALLATION DETAILS
GW Encountered While Drilling
WATER LEVEL OBSERVATIONS
80
50
60
RE
C
O
V
E
R
Y

(
%
)
0.5
1.0
2.5
4.5
5.0
B-4 @ 0-1', 11:00
B-4 @ 1-3', 11:02
B-4 @ 3-5', 11:04
FILL - GRAVEL
FILL - SILTY GRAVEL
SILT (ML), brown, moist, medium stiff
SANDY SILT (ML), brown, moist, medium stiff
SILT (ML), dark brown, moist, medium stiff
Boring Terminated at 5 Feet
SS
SS
SS
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock
types; in-situ these transitions may be gradual or may occur at different depths than shown.
GR
A
P
H
I
C

L
O
G
See Exhibit A-2
TH
I
S

B
O
R
I
N
G

L
O
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I
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N
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T

V
A
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1
2
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7
2
6
8

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M
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L
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8
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M
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P
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T
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A
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A
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M
P
L
A
T
E
.
G
D
T

8
/
2
5
/
2
0
255 S. Brooklyn Ave
Salt Lake City, Utah
SITE:
Page 1 of 1
Advancement Method:
Direct Push
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61207268
Drill Rig: Geoprobe
Boring Started: 08-17-2020
BORING LOG NO. B-4
SMH Builders Inc.
Driller: DPS
Boring Completed: 08-17-2020
Exhibit:
CLIENT:
6949 S High Tech Dr Ste 100
Midvale, UT
PROJECT: SL Chrome LSI
C-4
MATERIAL DESCRIPTION
Sa
m
p
l
e
PI
D

(
p
p
m
)
DE
P
T
H

(
f
t
)
5
WA
T
E
R

L
E
V
E
L
OB
S
E
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V
A
T
I
O
N
S
SA
M
P
L
E

T
Y
P
E
GW Not Encountered
WATER LEVEL OBSERVATIONS
80
RE
C
O
V
E
R
Y

(
%
)
0.4
1.5
3.7
5.0
10.0
13.0
14.3
15.0
B-5 @ 0-1', 12:50
B-5 @ 1-3', 13:00
B-5 @ 3-5', 13:02
B-5 @ 5', 13:10
B-5 MW, 8/19/20, 13:10
FILL - GRAVEL
FILL - SILT W/GRAVEL
FILL - SILT W/GRAVEL
SILT (ML), brown, moist, medium stiff
SILT (ML), brown, moist, medium stiff,
- 5 TO 10': low recovery
SILT WITH W/CLAY (ML), dark brown, wet, soft
CLAY (CL), gray, wet, medium stiff
SILTY CLAY (CL-ML), dark brown, wet, soft
Boring Terminated at 15 Feet
SS
SS
SS
SS
GW
0.0
0.1
0.3
0.2
0.0
0.2
0.0
0.0
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Flush Mount &
Concrete
Bentonite Seal
1'-3'
2" PVC Blank
0'-5'
10-20 Silica
Sand Pack
3'-15'
2" Slotted
(0.010) PVC
Screen 5'-15'
LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock
types; in-situ these transitions may be gradual or may occur at different depths than shown.
GR
A
P
H
I
C

L
O
G
See Exhibit A-2
TH
I
S

B
O
R
I
N
G

L
O
G

I
S

N
O
T

V
A
L
I
D

I
F

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P
A
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D

F
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M

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T
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M
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A
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S
M
A
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6
1
2
0
7
2
6
8

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H
R
O
M
E

L
S
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B
H
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I
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8
-
1
8
-
2
0

M
L
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G
P
J

T
E
R
R
A
C
O
N
_
D
A
T
A
T
E
M
P
L
A
T
E
.
G
D
T

8
/
2
5
/
2
0
255 S. Brooklyn Ave
Salt Lake City, Utah
SITE:
Page 1 of 1
Advancement Method:
Direct Push
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61207268
Drill Rig: Geoprobe
Well Started: 08-17-2020
WELL LOG NO. B-5 MW
SMH Builders Inc.
Driller: DPS
Well Completed: 08-17-2020
Exhibit:
CLIENT:
6949 S High Tech Dr Ste 100
Midvale, UT
PROJECT: SL Chrome LSI
C-5
MATERIAL DESCRIPTION
Sa
m
p
l
e
PI
D

(
p
p
m
)
DE
P
T
H

(
f
t
)
5
10
15
WA
T
E
R

L
E
V
E
L
OB
S
E
R
V
A
T
I
O
N
S
SA
M
P
L
E

T
Y
P
E
Well Completion:
INSTALLATION DETAILS
GW Encountered While Drilling
WATER LEVEL OBSERVATIONS
90
5
100
RE
C
O
V
E
R
Y

(
%
)
0.3
1.4
8.6
9.6
10.4
12.0
13.6
15.0
B-6 @ 6.5', 13:50
B-6 MW, 8/19/20, 14:18
FILL - ASPHALT
FILL - SILTY GRAVEL
SILT (ML), brown, moist, medium stiff
SILT WITH CLAY (ML), dark brown, moist, medium stiff
CLAY (CL), gray brown, wet, medium stiff
CLAYEY SILT (ML), gray, wet, soft to medium stiff, with fine sand
CLAY (CL), gray, wet, medium stiff
CLAYEY SILT (ML), gray, wet, soft to medium stiff, with fine sand
Boring Terminated at 15 Feet
SS
GW
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Flush Mount &
Concrete
Bentonite Seal
1'-3'
2" PVC Blank
0'-5'
10-20 Silica
Sand Pack
3'-15'
2" Slotted
(0.010) PVC
Screen 5'-15'
LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock
types; in-situ these transitions may be gradual or may occur at different depths than shown.
GR
A
P
H
I
C

L
O
G
See Exhibit A-2
TH
I
S

B
O
R
I
N
G

L
O
G

I
S

N
O
T

V
A
L
I
D

I
F

S
E
P
A
R
A
T
E
D

F
R
O
M

O
R
I
G
I
N
A
L

R
E
P
O
R
T
.

E
N
V
I
R
O
N
M
E
N
T
A
L

S
M
A
R
T

L
O
G

6
1
2
0
7
2
6
8

S
L

C
H
R
O
M
E

L
S
I
T

B
H
-
M
W

G
I
N
T

8
-
1
8
-
2
0

M
L
.
G
P
J

T
E
R
R
A
C
O
N
_
D
A
T
A
T
E
M
P
L
A
T
E
.
G
D
T

8
/
2
5
/
2
0
255 S. Brooklyn Ave
Salt Lake City, Utah
SITE:
Page 1 of 1
Advancement Method:
Direct Push
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61207268
Drill Rig: Geoprobe
Well Started: 08-17-2020
WELL LOG NO. B-6 MW
SMH Builders Inc.
Driller: DPS
Well Completed: 08-17-2020
Exhibit:
CLIENT:
6949 S High Tech Dr Ste 100
Midvale, UT
PROJECT: SL Chrome LSI
C-6
MATERIAL DESCRIPTION
Sa
m
p
l
e
PI
D

(
p
p
m
)
DE
P
T
H

(
f
t
)
5
10
15
WA
T
E
R

L
E
V
E
L
OB
S
E
R
V
A
T
I
O
N
S
SA
M
P
L
E

T
Y
P
E
Well Completion:
INSTALLATION DETAILS
GW Encountered While Drilling
WATER LEVEL OBSERVATIONS
60
85
70
RE
C
O
V
E
R
Y

(
%
)
0.5
1.3
2.9
5.4
7.5
10.0
15.0
B-7 @ 1.5', 15:22
B-7 @ 7', 15:26
B-7 GW, 17:17
FILL - CONCRETE
FILL - SILTY GRAVEL
FILL - SILT WITH GRAVEL
SILT (ML), brown, moist, medium stiff
SILT W/CLAY (ML), dark brown gray, moist, medium stiff
SILTY CLAY (CL-ML), gray, wet, soft to medium stiff
SILT/CLAY, 10' to 15'- No Recovery
Boring Terminated at 15 Feet
SS
GW
0.1
0.3
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock
types; in-situ these transitions may be gradual or may occur at different depths than shown.
GR
A
P
H
I
C

L
O
G
See Exhibit A-2
TH
I
S

B
O
R
I
N
G

L
O
G

I
S

N
O
T

V
A
L
I
D

I
F

S
E
P
A
R
A
T
E
D

F
R
O
M

O
R
I
G
I
N
A
L

R
E
P
O
R
T
.

E
N
V
I
R
O
N
M
E
N
T
A
L

S
M
A
R
T

L
O
G

6
1
2
0
7
2
6
8

S
L

C
H
R
O
M
E

L
S
I
T

B
H
-
M
W

G
I
N
T

8
-
1
8
-
2
0

M
L
.
G
P
J

T
E
R
R
A
C
O
N
_
D
A
T
A
T
E
M
P
L
A
T
E
.
G
D
T

8
/
2
5
/
2
0
255 S. Brooklyn Ave
Salt Lake City, Utah
SITE:
Page 1 of 1
Advancement Method:
Direct Push
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61207268
Drill Rig: Geoprobe
Boring Started: 08-18-2020
BORING LOG NO. B-7
SMH Builders Inc.
Driller: DPS
Boring Completed: 08-18-2020
Exhibit:
CLIENT:
6949 S High Tech Dr Ste 100
Midvale, UT
PROJECT: SL Chrome LSI
C-7
MATERIAL DESCRIPTION
Sa
m
p
l
e
PI
D

(
p
p
m
)
DE
P
T
H

(
f
t
)
5
10
15
WA
T
E
R

L
E
V
E
L
OB
S
E
R
V
A
T
I
O
N
S
SA
M
P
L
E

T
Y
P
E
GW Encountered While Drilling
WATER LEVEL OBSERVATIONS
50
80
0
RE
C
O
V
E
R
Y

(
%
)
0.5
1.3
6.6
10.2
11.3
12.8
15.0
B-8 @ 2', 09:55
B-8 @ 8', 10:05
B-8 GW, 11:50
FILL - CONCRETE
FILL - SILTY GRAVEL
SILT (ML), brown, moist, medium stiff
SILT (ML), dark gray, moist, medium stiff
CLAY (CL), dark gray, wet, soft
SILT WITH FINE SAND (ML), brown, wet, soft
CLAYEY SILT (ML), light gray, wet, medium stiff
Boring Terminated at 15 Feet
SS
SS
GW
0.0
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock
types; in-situ these transitions may be gradual or may occur at different depths than shown.
GR
A
P
H
I
C

L
O
G
See Exhibit A-2
TH
I
S

B
O
R
I
N
G

L
O
G

I
S

N
O
T

V
A
L
I
D

I
F

S
E
P
A
R
A
T
E
D

F
R
O
M

O
R
I
G
I
N
A
L

R
E
P
O
R
T
.

E
N
V
I
R
O
N
M
E
N
T
A
L

S
M
A
R
T

L
O
G

6
1
2
0
7
2
6
8

S
L

C
H
R
O
M
E

L
S
I
T

B
H
-
M
W

G
I
N
T

8
-
1
8
-
2
0

M
L
.
G
P
J

T
E
R
R
A
C
O
N
_
D
A
T
A
T
E
M
P
L
A
T
E
.
G
D
T

8
/
2
5
/
2
0
255 S. Brooklyn Ave
Salt Lake City, Utah
SITE:
Page 1 of 1
Advancement Method:
Direct Push
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61207268
Drill Rig: Geoprobe
Boring Started: 08-18-2020
BORING LOG NO. B-8
SMH Builders Inc.
Driller: DPS
Boring Completed: 08-18-2020
Exhibit:
CLIENT:
6949 S High Tech Dr Ste 100
Midvale, UT
PROJECT: SL Chrome LSI
C-8
MATERIAL DESCRIPTION
Sa
m
p
l
e
PI
D

(
p
p
m
)
DE
P
T
H

(
f
t
)
5
10
15
WA
T
E
R

L
E
V
E
L
OB
S
E
R
V
A
T
I
O
N
S
SA
M
P
L
E

T
Y
P
E
GW Encountered While Drilling
WATER LEVEL OBSERVATIONS
60
60
60
RE
C
O
V
E
R
Y

(
%
)
0.5
1.0
4.5
9.3
12.0
15.0
B-9 @ 1.5', 10:50
B-9 @ 8', 11:02
B-9 GW, 12:21
FILL - CONCRETE
FILL - SILTY GRAVEL
SILT (ML), brown, moist, medium stiff
SILT WITH CLAY (ML), gray, moist, soft to medium stiff
SILT WITH MINOR CLAY (ML), light brown, wet, soft to medium stiff
SILTY CLAY (CL-ML), gray, wet, medium stiff
Boring Terminated at 15 Feet
SS
SS
GW
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock
types; in-situ these transitions may be gradual or may occur at different depths than shown.
GR
A
P
H
I
C

L
O
G
See Exhibit A-2
TH
I
S

B
O
R
I
N
G

L
O
G

I
S

N
O
T

V
A
L
I
D

I
F

S
E
P
A
R
A
T
E
D

F
R
O
M

O
R
I
G
I
N
A
L

R
E
P
O
R
T
.

E
N
V
I
R
O
N
M
E
N
T
A
L

S
M
A
R
T

L
O
G

6
1
2
0
7
2
6
8

S
L

C
H
R
O
M
E

L
S
I
T

B
H
-
M
W

G
I
N
T

8
-
1
8
-
2
0

M
L
.
G
P
J

T
E
R
R
A
C
O
N
_
D
A
T
A
T
E
M
P
L
A
T
E
.
G
D
T

8
/
2
5
/
2
0
255 S. Brooklyn Ave
Salt Lake City, Utah
SITE:
Page 1 of 1
Advancement Method:
Direct Push
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61207268
Drill Rig: Geoprobe
Boring Started: 08-18-2020
BORING LOG NO. B-9
SMH Builders Inc.
Driller: DPS
Boring Completed: 08-18-2020
Exhibit:
CLIENT:
6949 S High Tech Dr Ste 100
Midvale, UT
PROJECT: SL Chrome LSI
C-9
MATERIAL DESCRIPTION
Sa
m
p
l
e
PI
D

(
p
p
m
)
DE
P
T
H

(
f
t
)
5
10
15
WA
T
E
R

L
E
V
E
L
OB
S
E
R
V
A
T
I
O
N
S
SA
M
P
L
E

T
Y
P
E
GW Encountered While Drilling
WATER LEVEL OBSERVATIONS
40
90
90
RE
C
O
V
E
R
Y

(
%
)
0.4
1.0
2.5
6.7
10.5
11.7
15.0
B-10 @ 2', 13:14
B-10 @ 7', 13:18
B-10 GW, 13:35
FILL - CONCRETE
FILL - SILTY GRAVEL
FILL - SILT WITH GRAVEL
SILT (ML), brown, moist, medium stiff
SILT WITH CLAY (ML), dark brown, moist to wet, soft to medium stiff
CLAY (CL), dark brown, wet, soft
SILTY CLAY (CL-ML), gray, wet, medium stiff, with fine sand
Boring Terminated at 15 Feet
SS
SS
GW
0.0
0.0
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock
types; in-situ these transitions may be gradual or may occur at different depths than shown.
GR
A
P
H
I
C

L
O
G
See Exhibit A-2
TH
I
S

B
O
R
I
N
G

L
O
G

I
S

N
O
T

V
A
L
I
D

I
F

S
E
P
A
R
A
T
E
D

F
R
O
M

O
R
I
G
I
N
A
L

R
E
P
O
R
T
.

E
N
V
I
R
O
N
M
E
N
T
A
L

S
M
A
R
T

L
O
G

6
1
2
0
7
2
6
8

S
L

C
H
R
O
M
E

L
S
I
T

B
H
-
M
W

G
I
N
T

8
-
1
8
-
2
0

M
L
.
G
P
J

T
E
R
R
A
C
O
N
_
D
A
T
A
T
E
M
P
L
A
T
E
.
G
D
T

8
/
2
5
/
2
0
255 S. Brooklyn Ave
Salt Lake City, Utah
SITE:
Page 1 of 1
Advancement Method:
Direct Push
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61207268
Drill Rig: Geoprobe
Boring Started: 08-18-2020
BORING LOG NO. B-10
SMH Builders Inc.
Driller: DPS
Boring Completed: 08-18-2020
Exhibit:
CLIENT:
6949 S High Tech Dr Ste 100
Midvale, UT
PROJECT: SL Chrome LSI
C-10
MATERIAL DESCRIPTION
Sa
m
p
l
e
PI
D

(
p
p
m
)
DE
P
T
H

(
f
t
)
5
10
15
WA
T
E
R

L
E
V
E
L
OB
S
E
R
V
A
T
I
O
N
S
SA
M
P
L
E

T
Y
P
E
GW Encountered While Drilling
WATER LEVEL OBSERVATIONS
70
50
80
RE
C
O
V
E
R
Y

(
%
)
0.4
1.3
2.8
6.5
9.3
10.3
12.6
14.5
15.0
B-11 @ 1.5', 13:56
B-11 @ 8.5', 14:00
B-11 GW, 14:40
FILL - CONCRETE
FILL - SILTY GRAVEL
FILL - SILT WITH GRAVEL
SILT (ML), brown, moist, medium stiff
SILT WITH CLAY (ML), dark gray brown, moist, medium stiff
SILT WITH SAND (ML), brown, wet, very soft
CLAYEY SILT (ML), brown, wet, soft
CLAY (CL), gray, wet, soft to medium stiff
CLAYEY SILT W/FINE SAND (ML), gray, wet, stiff
Boring Terminated at 15 Feet
SS
SS
GW
0.0
0.3
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock
types; in-situ these transitions may be gradual or may occur at different depths than shown.
GR
A
P
H
I
C

L
O
G
See Exhibit A-2
TH
I
S

B
O
R
I
N
G

L
O
G

I
S

N
O
T

V
A
L
I
D

I
F

S
E
P
A
R
A
T
E
D

F
R
O
M

O
R
I
G
I
N
A
L

R
E
P
O
R
T
.

E
N
V
I
R
O
N
M
E
N
T
A
L

S
M
A
R
T

L
O
G

6
1
2
0
7
2
6
8

S
L

C
H
R
O
M
E

L
S
I
T

B
H
-
M
W

G
I
N
T

8
-
1
8
-
2
0

M
L
.
G
P
J

T
E
R
R
A
C
O
N
_
D
A
T
A
T
E
M
P
L
A
T
E
.
G
D
T

8
/
2
5
/
2
0
255 S. Brooklyn Ave
Salt Lake City, Utah
SITE:
Page 1 of 1
Advancement Method:
Direct Push
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61207268
Drill Rig: Geoprobe
Boring Started: 08-18-2020
BORING LOG NO. B-11
SMH Builders Inc.
Driller: DPS
Boring Completed: 08-18-2020
Exhibit:
CLIENT:
6949 S High Tech Dr Ste 100
Midvale, UT
PROJECT: SL Chrome LSI
C-11
MATERIAL DESCRIPTION
Sa
m
p
l
e
PI
D

(
p
p
m
)
DE
P
T
H

(
f
t
)
5
10
15
WA
T
E
R

L
E
V
E
L
OB
S
E
R
V
A
T
I
O
N
S
SA
M
P
L
E

T
Y
P
E
GW Encountered While Drilling
WATER LEVEL OBSERVATIONS
50
50
90
RE
C
O
V
E
R
Y

(
%
)
APPENDIX D
Chain of Custody and Laboratory Data Sheets
ANALYTICAL REPORT
August 28, 2020
Terracon - Salt Lake City, UT
Sample Delivery Group:L1253135
Samples Received:08/21/2020
Project Number:61207268
Description:SL Chrome LSI
Report To:Amy Findley
6949 South High Tech Drive
Midvale, UT 84047
Entire Report Reviewed By:
August 28, 2020
[Preliminary Report]
Chris Ward
Project Manager
Results relate only to the items tested or calibrated and are reported as rounded values. This test report shall not be
reproduced, except in full, without written approval of the laboratory. Where applicable, sampling conducted by Pace
Analytical National is performed per guidance provided in laboratory standard operating procedures ENV-SOP-MTJL-0067 and
ENV-SOP-MTJL-0068. Where sampling conducted by the customer, results relate to the accuracy of the information provided,
and as the samples are received.
12065 Lebanon Rd Mount Juliet, TN 37122 615-758-5858 800-767-5859 www.pacenational.com
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Terracon - Salt Lake City, UT 61207268 L1253135 08/28/20 19:13 1 of 123
August 28, 2020
Chris Ward
Project Manager
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Terracon - Salt Lake City, UT 61207268 L1253135 08/28/20 19:57 1 of 123
TABLE OF CONTENTS ONE LAB. NATIONWIDE.TABLE OF CONTENTS
Cp: Cover Page 1
Tc: Table of Contents 2
Ss: Sample Summary 4
Cn: Case Narrative 11
Sr: Sample Results 13
B-1 @ 11.5 L1253135-01 13
B-3 @ 0-1' L1253135-02 15
B-3 @ 1-3' L1253135-03 17
B-3 @ 3-5' L1253135-04 18
B-4 @ 0-1' L1253135-05 19
B-4 @ 1-3' L1253135-06 20
B-4 @ 3-5' L1253135-07 21
B-2 @ 6.5' L1253135-08 22
B-5 @ 0-1' L1253135-09 24
B-5 @ 1-3' L1253135-10 25
B-5 @ 3.5' L1253135-11 26
B-5 @ 5' L1253135-12 27
B-6 @ 6.5' L1253135-13 29
B-8 @ 2' L1253135-14 31
B-8 @ 8' L1253135-15 33
B-9 @ 1.5' L1253135-16 35
B-9 @ 8' L1253135-17 37
B-8 GW L1253135-18 39
B-9 GW L1253135-19 41
B-10 @ 2' L1253135-20 43
B-10 @ 7' L1253135-21 45
B-10 GW L1253135-22 47
B-11 @ 1.5' L1253135-23 49
B-11 @ 8' L1253135-24 51
B-11 GW L1253135-25 53
B-7 @ 1.5' L1253135-26 55
B-7 @7' L1253135-27 57
B-7 GW L1253135-28 59
B-3 MW L1253135-29 61
B-2 MW L1253135-30 63
B-5 MW L1253135-31 65
B-6 MW L1253135-32 67
B-1M W L1253135-33 69
Qc: Quality Control Summary 71
Total Solids by Method 2540 G-2011 71
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Terracon - Salt Lake City, UT 61207268 L1253135 08/28/20 19:13 2 of 123
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Terracon - Salt Lake City, UT 61207268 L1253135 08/28/20 19:57 2 of 123
ONE LAB. NATIONWIDE.
Wet Chemistry by Method 1664A 75
Wet Chemistry by Method 3060A/7196A 76
Wet Chemistry by Method 7199 78
Wet Chemistry by Method 9071B 79
Mercury by Method 7470A 80
Mercury by Method 7471A 81
Metals (ICPMS) by Method 6020 83
Volatile Organic Compounds (GC/MS) by Method 8260B 86
Semi-Volatile Organic Compounds (GC) by Method 3511/8015 116
Semi-Volatile Organic Compounds (GC) by Method 3546/DRO 117
Gl: Glossary of Terms 118
Al: Accreditations & Locations 119
Sc: Sample Chain of Custody 120
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Terracon - Salt Lake City, UT 61207268 L1253135 08/28/20 19:13 3 of 123
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Terracon - Salt Lake City, UT 61207268 L1253135 08/28/20 19:57 3 of 123
ONE LAB. NATIONWIDE.SAMPLE SUMMARY
Collected by Collected date/time Received date/time
B-1 @ 11.5 L1253135-01 Solid Mark Lilly 08/17/20 09:05 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1532073 1 08/26/20 12:10 08/26/20 12:21 KBC Mt. Juliet, TN
Mercury by Method 7471A WG1532261 1 08/25/20 18:32 08/26/20 10:56 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1532137 5 08/25/20 17:00 08/26/20 18:28 JPD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1532594 1 08/25/20 14:07 08/26/20 12:18 BMB Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-3 @ 0-1' L1253135-02 Solid Mark Lilly 08/17/20 10:20 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1532074 1 08/26/20 22:24 08/26/20 22:38 KBC Mt. Juliet, TN
Wet Chemistry by Method 3060A/7196A WG1533425 1 08/27/20 13:00 08/28/20 17:30 KEG Mt. Juliet, TN
Mercury by Method 7471A WG1532261 1 08/25/20 18:32 08/26/20 10:59 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1532137 5 08/25/20 17:00 08/26/20 18:31 JPD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1532594 1 08/25/20 14:07 08/26/20 12:38 BMB Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-3 @ 1-3' L1253135-03 Solid Mark Lilly 08/17/20 10:22 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1532074 1 08/26/20 22:24 08/26/20 22:38 KBC Mt. Juliet, TN
Wet Chemistry by Method 3060A/7196A WG1533425 1 08/27/20 13:00 08/28/20 17:37 KEG Mt. Juliet, TN
Mercury by Method 7471A WG1532261 1 08/25/20 18:32 08/26/20 11:02 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1532137 5 08/25/20 17:00 08/26/20 18:34 JPD Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-3 @ 3-5' L1253135-04 Solid Mark Lilly 08/17/20 10:24 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1532074 1 08/26/20 22:24 08/26/20 22:38 KBC Mt. Juliet, TN
Wet Chemistry by Method 3060A/7196A WG1533425 1 08/27/20 13:00 08/28/20 17:46 KEG Mt. Juliet, TN
Mercury by Method 7471A WG1532261 1 08/25/20 18:32 08/26/20 11:04 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1532137 5 08/25/20 17:00 08/26/20 18:50 JPD Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-4 @ 0-1' L1253135-05 Solid Mark Lilly 08/17/20 11:00 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1532074 1 08/26/20 22:24 08/26/20 22:38 KBC Mt. Juliet, TN
Wet Chemistry by Method 3060A/7196A WG1533425 1 08/27/20 13:00 08/28/20 17:47 KEG Mt. Juliet, TN
Mercury by Method 7471A WG1532261 2 08/25/20 18:32 08/26/20 13:10 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1532137 5 08/25/20 17:00 08/26/20 18:54 JPD Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-4 @ 1-3' L1253135-06 Solid Mark Lilly 08/17/20 11:02 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1532074 1 08/26/20 22:24 08/26/20 22:38 KBC Mt. Juliet, TN
Wet Chemistry by Method 3060A/7196A WG1533425 1 08/27/20 13:00 08/28/20 17:47 KEG Mt. Juliet, TN
Mercury by Method 7471A WG1532261 1 08/25/20 18:32 08/26/20 11:09 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1532137 5 08/25/20 17:00 08/26/20 18:57 JPD Mt. Juliet, TN
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Terracon - Salt Lake City, UT 61207268 L1253135 08/28/20 19:13 4 of 123
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Terracon - Salt Lake City, UT 61207268 L1253135 08/28/20 19:57 4 of 123
ONE LAB. NATIONWIDE.SAMPLE SUMMARY
Collected by Collected date/time Received date/time
B-4 @ 3-5' L1253135-07 Solid Mark Lilly 08/17/20 11:04 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1532074 1 08/26/20 22:24 08/26/20 22:38 KBC Mt. Juliet, TN
Wet Chemistry by Method 3060A/7196A WG1533425 1 08/27/20 13:00 08/28/20 18:06 KEG Mt. Juliet, TN
Mercury by Method 7471A WG1532261 1 08/25/20 18:32 08/26/20 11:12 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1532137 5 08/25/20 17:00 08/26/20 19:00 JPD Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-2 @ 6.5' L1253135-08 Solid Mark Lilly 08/17/20 12:15 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1532074 1 08/26/20 22:24 08/26/20 22:38 KBC Mt. Juliet, TN
Wet Chemistry by Method 9071B WG1531298 1 08/24/20 11:48 08/24/20 14:57 MBP Mt. Juliet, TN
Mercury by Method 7471A WG1532261 1 08/25/20 18:32 08/26/20 11:22 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1532137 5 08/25/20 17:00 08/26/20 19:03 JPD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1532966 1 08/25/20 14:07 08/26/20 19:11 ACG Mt. Juliet, TN
Semi-Volatile Organic Compounds (GC) by Method 3546/DRO WG1532427 1 08/24/20 16:00 08/26/20 08:56 JN Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-5 @ 0-1' L1253135-09 Solid Mark Lilly 08/17/20 12:58 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1532074 1 08/26/20 22:24 08/26/20 22:38 KBC Mt. Juliet, TN
Wet Chemistry by Method 3060A/7196A WG1533425 1 08/27/20 13:00 08/28/20 18:07 KEG Mt. Juliet, TN
Mercury by Method 7471A WG1532261 1 08/25/20 18:32 08/26/20 11:25 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1532137 5 08/25/20 17:00 08/26/20 19:06 JPD Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-5 @ 1-3' L1253135-10 Solid Mark Lilly 08/17/20 13:00 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1532074 1 08/26/20 22:24 08/26/20 22:38 KBC Mt. Juliet, TN
Wet Chemistry by Method 3060A/7196A WG1533425 1 08/27/20 13:00 08/28/20 18:09 KEG Mt. Juliet, TN
Mercury by Method 7471A WG1532261 2 08/25/20 18:32 08/26/20 13:13 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1532137 5 08/25/20 17:00 08/26/20 19:10 JPD Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-5 @ 3.5' L1253135-11 Solid Mark Lilly 08/17/20 13:02 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1532074 1 08/26/20 22:24 08/26/20 22:38 KBC Mt. Juliet, TN
Wet Chemistry by Method 3060A/7196A WG1533425 1 08/27/20 13:00 08/28/20 18:11 KEG Mt. Juliet, TN
Mercury by Method 7471A WG1532261 1 08/25/20 18:32 08/26/20 11:30 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1532137 5 08/25/20 17:00 08/26/20 18:12 JPD Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-5 @ 5' L1253135-12 Solid Mark Lilly 08/17/20 13:10 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1532076 1 08/26/20 23:01 08/26/20 23:14 KBC Mt. Juliet, TN
Wet Chemistry by Method 9071B WG1531298 1 08/24/20 11:48 08/24/20 14:57 MBP Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1532594 1 08/25/20 14:07 08/26/20 12:57 BMB Mt. Juliet, TN
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Terracon - Salt Lake City, UT 61207268 L1253135 08/28/20 19:13 5 of 123
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Terracon - Salt Lake City, UT 61207268 L1253135 08/28/20 19:57 5 of 123
ONE LAB. NATIONWIDE.SAMPLE SUMMARY
Collected by Collected date/time Received date/time
B-6 @ 6.5' L1253135-13 Solid Mark Lilly 08/17/20 13:50 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1532076 1 08/26/20 23:01 08/26/20 23:14 KBC Mt. Juliet, TN
Wet Chemistry by Method 3060A/7196A WG1533425 1 08/27/20 13:00 08/28/20 18:13 KEG Mt. Juliet, TN
Mercury by Method 7471A WG1532261 1 08/25/20 18:32 08/26/20 11:33 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1532137 5 08/25/20 17:00 08/26/20 19:13 JPD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1532594 1 08/25/20 14:07 08/26/20 14:08 BMB Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-8 @ 2' L1253135-14 Solid Mark Lilly 08/18/20 09:55 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1532076 1 08/26/20 23:01 08/26/20 23:14 KBC Mt. Juliet, TN
Wet Chemistry by Method 3060A/7196A WG1533425 1 08/27/20 13:00 08/28/20 18:14 KEG Mt. Juliet, TN
Mercury by Method 7471A WG1532261 1 08/25/20 18:32 08/26/20 11:35 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1532137 5 08/25/20 17:00 08/26/20 19:16 JPD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1532594 1 08/25/20 14:07 08/26/20 13:49 BMB Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-8 @ 8' L1253135-15 Solid Mark Lilly 08/18/20 10:05 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1532076 1 08/26/20 23:01 08/26/20 23:14 KBC Mt. Juliet, TN
Wet Chemistry by Method 3060A/7196A WG1533425 1 08/27/20 13:00 08/28/20 18:15 KEG Mt. Juliet, TN
Mercury by Method 7471A WG1532261 1 08/25/20 18:32 08/26/20 11:38 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1532137 5 08/25/20 17:00 08/26/20 19:26 JPD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1532594 1 08/25/20 14:07 08/26/20 14:26 BMB Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-9 @ 1.5' L1253135-16 Solid Mark Lilly 08/18/20 10:50 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1532076 1 08/26/20 23:01 08/26/20 23:14 KBC Mt. Juliet, TN
Wet Chemistry by Method 3060A/7196A WG1533425 1 08/27/20 13:00 08/28/20 18:17 KEG Mt. Juliet, TN
Mercury by Method 7471A WG1532261 1 08/25/20 18:32 08/26/20 11:40 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1532137 5 08/25/20 17:00 08/26/20 19:29 JPD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1532594 1 08/25/20 14:07 08/26/20 14:46 BMB Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-9 @ 8' L1253135-17 Solid Mark Lilly 08/18/20 11:02 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1532076 1 08/26/20 23:01 08/26/20 23:14 KBC Mt. Juliet, TN
Wet Chemistry by Method 3060A/7196A WG1533425 1 08/27/20 13:00 08/28/20 18:19 KEG Mt. Juliet, TN
Mercury by Method 7471A WG1532261 1 08/25/20 18:32 08/26/20 11:43 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1532137 5 08/25/20 17:00 08/26/20 19:36 JPD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1532594 1 08/25/20 14:07 08/26/20 15:05 BMB Mt. Juliet, TN
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Terracon - Salt Lake City, UT 61207268 L1253135 08/28/20 19:13 6 of 123
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Terracon - Salt Lake City, UT 61207268 L1253135 08/28/20 19:57 6 of 123
ONE LAB. NATIONWIDE.SAMPLE SUMMARY
Collected by Collected date/time Received date/time
B-8 GW L1253135-18 GW Mark Lilly 08/18/20 11:50 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Wet Chemistry by Method 7199 WG1531101 1 08/24/20 20:00 08/24/20 20:00 GB Mt. Juliet, TN
Mercury by Method 7470A WG1530995 1 08/23/20 17:27 08/24/20 13:42 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1531332 1 08/25/20 17:17 08/26/20 00:38 LD Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1531332 1 08/25/20 17:17 08/26/20 10:29 JPD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1531158 1 08/24/20 02:00 08/24/20 02:00 JCP Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-9 GW L1253135-19 GW Mark Lilly 08/18/20 11:21 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Wet Chemistry by Method 7199 WG1531101 50000 08/24/20 20:08 08/24/20 20:08 GB Mt. Juliet, TN
Mercury by Method 7470A WG1530995 1 08/23/20 17:27 08/24/20 13:44 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1531332 1 08/25/20 17:17 08/26/20 01:28 LD Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1531332 1 08/25/20 17:17 08/26/20 11:20 JPD Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1531332 200 08/25/20 17:17 08/26/20 11:23 JPD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1531158 1 08/24/20 02:20 08/24/20 02:20 JCP Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-10 @ 2' L1253135-20 Solid Mark Lilly 08/18/20 13:14 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1532076 1 08/26/20 23:01 08/26/20 23:14 KBC Mt. Juliet, TN
Wet Chemistry by Method 3060A/7196A WG1533425 1 08/27/20 13:00 08/28/20 18:21 KEG Mt. Juliet, TN
Mercury by Method 7471A WG1532261 1 08/25/20 18:32 08/26/20 11:46 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1532137 5 08/25/20 17:00 08/26/20 19:39 JPD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1532594 1 08/25/20 14:07 08/26/20 15:24 BMB Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-10 @ 7' L1253135-21 Solid Mark Lilly 08/18/20 13:18 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1532076 1 08/26/20 23:01 08/26/20 23:14 KBC Mt. Juliet, TN
Wet Chemistry by Method 3060A/7196A WG1533425 1 08/27/20 13:00 08/28/20 18:24 KEG Mt. Juliet, TN
Mercury by Method 7471A WG1532261 1 08/25/20 18:32 08/26/20 10:49 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1532137 5 08/25/20 17:00 08/26/20 19:42 JPD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1532594 1 08/25/20 14:07 08/26/20 15:43 BMB Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-10 GW L1253135-22 GW Mark Lilly 08/18/20 13:35 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Wet Chemistry by Method 7199 WG1531101 10 08/24/20 23:30 08/24/20 23:30 GB Mt. Juliet, TN
Mercury by Method 7470A WG1530995 1 08/23/20 17:27 08/24/20 13:46 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1531332 1 08/25/20 17:17 08/26/20 00:41 LD Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1531332 1 08/25/20 17:17 08/26/20 10:32 JPD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1531158 1 08/24/20 02:40 08/24/20 02:40 JCP Mt. Juliet, TN
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Terracon - Salt Lake City, UT 61207268 L1253135 08/28/20 19:13 7 of 123
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Terracon - Salt Lake City, UT 61207268 L1253135 08/28/20 19:57 7 of 123
ONE LAB. NATIONWIDE.SAMPLE SUMMARY
Collected by Collected date/time Received date/time
B-11 @ 1.5' L1253135-23 Solid Mark Lilly 08/18/20 13:56 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1532076 1 08/26/20 23:01 08/26/20 23:14 KBC Mt. Juliet, TN
Wet Chemistry by Method 3060A/7196A WG1533425 1 08/27/20 13:00 08/28/20 18:25 KEG Mt. Juliet, TN
Mercury by Method 7471A WG1532261 1 08/25/20 18:32 08/26/20 11:53 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1532137 5 08/25/20 17:00 08/26/20 19:46 JPD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1532594 1 08/25/20 14:07 08/26/20 16:02 BMB Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-11 @ 8' L1253135-24 Solid Mark Lilly 08/18/20 14:00 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1532076 1 08/26/20 23:01 08/26/20 23:14 KBC Mt. Juliet, TN
Wet Chemistry by Method 3060A/7196A WG1533425 1 08/27/20 13:00 08/28/20 18:25 KEG Mt. Juliet, TN
Mercury by Method 7471A WG1532261 1 08/25/20 18:32 08/26/20 11:56 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1532137 5 08/25/20 17:00 08/26/20 19:49 JPD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1532594 1 08/25/20 14:07 08/26/20 16:21 BMB Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-11 GW L1253135-25 GW Mark Lilly 08/18/20 14:40 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Wet Chemistry by Method 7199 WG1531101 1 08/24/20 18:17 08/24/20 18:17 GB Mt. Juliet, TN
Mercury by Method 7470A WG1530995 1 08/23/20 17:27 08/24/20 13:48 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1531332 1 08/25/20 17:17 08/26/20 00:45 LD Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1531332 1 08/25/20 17:17 08/26/20 10:35 JPD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1531158 1 08/24/20 03:00 08/24/20 03:00 JCP Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-7 @ 1.5' L1253135-26 Solid Mark Lilly 08/18/20 15:22 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1532077 1 08/26/20 22:42 08/26/20 22:59 KBC Mt. Juliet, TN
Wet Chemistry by Method 3060A/7196A WG1533425 1 08/27/20 13:00 08/28/20 18:27 KEG Mt. Juliet, TN
Mercury by Method 7471A WG1532533 1 08/26/20 09:37 08/26/20 20:38 TCT Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1532138 5 08/25/20 17:48 08/26/20 17:02 JPD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1532400 1 08/25/20 14:07 08/27/20 21:39 DWR Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-7 @7' L1253135-27 Solid Mark Lilly 08/18/20 15:26 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1532077 1 08/26/20 22:42 08/26/20 22:59 KBC Mt. Juliet, TN
Wet Chemistry by Method 3060A/7196A WG1533425 1 08/27/20 13:00 08/28/20 18:29 KEG Mt. Juliet, TN
Mercury by Method 7471A WG1532533 1 08/26/20 09:37 08/26/20 20:41 TCT Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1532138 5 08/25/20 17:48 08/26/20 17:05 JPD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1532400 1.01 08/25/20 14:07 08/27/20 21:59 DWR Mt. Juliet, TN
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE SUMMARY
Collected by Collected date/time Received date/time
B-7 GW L1253135-28 GW Mark Lilly 08/18/20 17:17 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Wet Chemistry by Method 7199 WG1531101 1 08/24/20 18:24 08/24/20 18:24 GB Mt. Juliet, TN
Mercury by Method 7470A WG1530995 1 08/23/20 17:27 08/24/20 13:50 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1531332 1 08/25/20 17:17 08/26/20 00:48 LD Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1531332 1 08/25/20 17:17 08/26/20 10:39 JPD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1531158 1 08/24/20 03:20 08/24/20 03:20 JCP Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-3 MW L1253135-29 GW Mark Lilly 08/19/20 10:45 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Wet Chemistry by Method 7199 WG1531101 1 08/24/20 18:32 08/24/20 18:32 GB Mt. Juliet, TN
Mercury by Method 7470A WG1530995 1 08/23/20 17:27 08/24/20 13:52 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1531332 1 08/25/20 17:17 08/26/20 00:51 LD Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1531332 1 08/25/20 17:17 08/26/20 10:42 JPD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1531158 1 08/24/20 03:41 08/24/20 03:41 JCP Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-2 MW L1253135-30 GW Mark Lilly 08/19/20 11:50 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Wet Chemistry by Method 1664A WG1532083 1 08/26/20 08:10 08/26/20 15:45 MBP Mt. Juliet, TN
Mercury by Method 7470A WG1530995 1 08/23/20 17:27 08/24/20 13:54 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1531332 1 08/25/20 17:17 08/26/20 00:54 LD Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1531332 1 08/25/20 17:17 08/26/20 10:45 JPD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1532299 1 08/25/20 22:26 08/25/20 22:26 ACG Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1533004 1 08/27/20 02:34 08/27/20 02:34 JHH Mt. Juliet, TN
Semi-Volatile Organic Compounds (GC) by Method 3511/8015 WG1531031 1 08/25/20 07:15 08/27/20 13:04 JDG Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-5 MW L1253135-31 GW Mark Lilly 08/19/20 13:10 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Wet Chemistry by Method 1664A WG1532083 1 08/26/20 08:10 08/26/20 15:45 MBP Mt. Juliet, TN
Wet Chemistry by Method 7199 WG1531101 1 08/24/20 18:39 08/24/20 18:39 GB Mt. Juliet, TN
Mercury by Method 7470A WG1530995 1 08/23/20 17:27 08/24/20 14:02 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1531332 1 08/25/20 17:17 08/26/20 00:58 LD Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1531332 1 08/25/20 17:17 08/26/20 10:49 JPD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1531158 1 08/24/20 04:01 08/24/20 04:01 JCP Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-6 MW L1253135-32 GW Mark Lilly 08/19/20 14:18 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Wet Chemistry by Method 7199 WG1531101 1 08/24/20 19:01 08/24/20 19:01 GB Mt. Juliet, TN
Mercury by Method 7470A WG1530995 1 08/23/20 17:27 08/24/20 14:04 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1531332 1 08/25/20 17:17 08/26/20 01:01 LD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1531158 1 08/24/20 04:21 08/24/20 04:21 JCP Mt. Juliet, TN
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE SUMMARY
Collected by Collected date/time Received date/time
B-1M W L1253135-33 GW Mark Lilly 08/19/20 14:48 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Wet Chemistry by Method 7199 WG1531101 1 08/24/20 19:08 08/24/20 19:08 GB Mt. Juliet, TN
Mercury by Method 7470A WG1530995 1 08/23/20 17:27 08/24/20 14:06 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1531332 1 08/25/20 17:17 08/26/20 01:04 LD Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1531332 1 08/25/20 17:17 08/26/20 10:55 JPD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1531158 1 08/24/20 04:41 08/24/20 04:41 JCP Mt. Juliet, TN
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.CASE NARRATIVE
Unless qualified or notated within the narrative below, all sample aliquots were received at the correct
temperature, in the proper containers, with the appropriate preservatives, and within method specified
holding times. Where applicable, all MDL (LOD) and RDL (LOQ) values reported for environmental
samples have been corrected for the dilution factor used in the analysis. All Method and Batch Quality
Control are within established criteria except where addressed in this case narrative, a
non-conformance form or properly qualified within the sample results. By my digital signature below, I
affirm to the best of my knowledge, all problems/anomalies observed by the laboratory as having the
potential to affect the quality of the data have been identified by the laboratory, and no information or
data have been knowingly withheld that would affect the quality of the data.
[Preliminary Report]
Chris Ward
Project Manager
Wet Chemistry by Method 9071B
RPD value not applicable for sample concentrations less than 5 times the reporting limit.
Batch Lab Sample ID Analytes
WG1531298 (DUP) R3563231-4 Oil & Grease (Hexane Extr)
The sample matrix interfered with the ability to make any accurate determination; spike value is low.
Batch Lab Sample ID Analytes
WG1531298 (MS) R3563231-5, (MSD) R3563231-6 Oil & Grease (Hexane Extr)
The associated batch QC was outside the established quality control range for precision.
Batch Lab Sample ID Analytes
WG1531298 (MSD) R3563231-6 Oil & Grease (Hexane Extr)
Mercury by Method 7471A
The sample matrix interfered with the ability to make any accurate determination; spike value is low.
Batch Lab Sample ID Analytes
WG1532533 (MS) R3564203-3, (MSD) R3564203-4 Mercury
The associated batch QC was outside the established quality control range for precision.
Batch Lab Sample ID Analytes
WG1532533 (MSD) R3564203-4 Mercury
Volatile Organic Compounds (GC/MS) by Method 8260B
The associated batch QC was above the established quality control range for accuracy.
Batch Lab Sample ID Analytes
WG1532299 (LCS) R3563939-1, L1253135-30 1,1-Dichloroethane, 1,2-Dichloropropane, 1,4-Dichlorobenzene and Vinyl chloride
The associated batch QC was below the established quality control range for accuracy.
Batch Lab Sample ID Analytes
WG1531158 (LCS) R3563560-1, (LCSD)
R3563560-2, L1253135-18, 19, 22, 25,
28, 29, 31, 32, 33
1,2-Dichlorobenzene and n-Butylbenzene
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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Chris Ward
Project Manager
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ONE LAB. NATIONWIDE.CASE NARRATIVE
Volatile Organic Compounds (GC/MS) by Method 8260B
The associated batch QC was outside the established quality control range for precision.
Batch Lab Sample ID Analytes
WG1531158 (LCSD) R3563560-2, L1253135-18, 19,
22, 25, 28, 29, 31, 32, 33
Acrylonitrile
WG1532400 (LCSD) R3564723-2, L1253135-26 Acetone
The sample matrix interfered with the ability to make any accurate determination; spike value is high.
Batch Lab Sample ID Analytes
WG1531158 (MS) R3563560-4, (MSD) R3563560-5 12 analytes
WG1532400 (MS) R3564723-4, L1253135-27 Dichlorodifluoromethane
WG1532966 (MS) R3564387-5, (MSD) R3564387-6,
L1253135-08
Benzene, Naphthalene and Toluene
The sample matrix interfered with the ability to make any accurate determination; spike value is low.
Batch Lab Sample ID Analytes
WG1531158 (MS) R3563560-4, (MSD) R3563560-5 1,2,3-Trichloropropane and 2-Chloroethyl vinyl ether
WG1532594 (MS) R3564189-3, L1253135-24 Chloromethane
The sample concentration is too high to evaluate accurate spike recoveries.
Batch Lab Sample ID Analytes
WG1531158 (MSD) R3563560-5 Tetrachloroethene
The associated batch QC was outside the established quality control range for precision.
Batch Lab Sample ID Analytes
WG1531158 (MSD) R3563560-5 1,2,3-Trichlorobenzene, 1,2,3-Trichloropropane and Acrylonitrile
WG1532400 (MSD) R3564723-5, L1253135-27 54 analytes
WG1532594 (MSD) R3564189-4, L1253135-24 29 analytes
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 01
L1253135
B-1 @ 11.5
Collected date/time: 08/17/20 09:05
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 74.4 1 08/26/2020 12:21 WG1532073
Mercury by Method 7471A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Mercury U 0.0242 0.0538 1 08/26/2020 10:56 WG1532261
Metals (ICPMS) by Method 6020
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 4.74 0.567 1.34 5 08/26/2020 18:28 WG1532137
Barium 234 1.68 3.36 5 08/26/2020 18:28 WG1532137
Cadmium U 0.546 1.34 5 08/26/2020 18:28 WG1532137
Chromium 16.5 3.01 6.72 5 08/26/2020 18:28 WG1532137
Lead 12.9 1.34 2.69 5 08/26/2020 18:28 WG1532137
Nickel 11.6 1.61 3.36 5 08/26/2020 18:28 WG1532137
Selenium U 1.36 3.36 5 08/26/2020 18:28 WG1532137
Silver U 0.286 0.672 5 08/26/2020 18:28 WG1532137
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Acetone U 0.0616 0.0844 1 08/26/2020 12:18 WG1532594
Acrylonitrile U 0.00610 0.0211 1 08/26/2020 12:18 WG1532594
Benzene U 0.000789 0.00169 1 08/26/2020 12:18 WG1532594
Bromobenzene U 0.00152 0.0211 1 08/26/2020 12:18 WG1532594
Bromodichloromethane U 0.00122 0.00422 1 08/26/2020 12:18 WG1532594
Bromoform U 0.00198 0.0422 1 08/26/2020 12:18 WG1532594
Bromomethane U 0.00333 0.0211 1 08/26/2020 12:18 WG1532594
n-Butylbenzene U 0.00887 0.0211 1 08/26/2020 12:18 WG1532594
sec-Butylbenzene U 0.00486 0.0211 1 08/26/2020 12:18 WG1532594
tert-Butylbenzene U 0.00329 0.00844 1 08/26/2020 12:18 WG1532594
Carbon tetrachloride U 0.00152 0.00844 1 08/26/2020 12:18 WG1532594
Chlorobenzene U 0.000355 0.00422 1 08/26/2020 12:18 WG1532594
Chlorodibromomethane U 0.00103 0.00422 1 08/26/2020 12:18 WG1532594
Chloroethane U 0.00287 0.00844 1 08/26/2020 12:18 WG1532594
Chloroform U 0.00174 0.00422 1 08/26/2020 12:18 WG1532594
Chloromethane U 0.00735 0.0211 1 08/26/2020 12:18 WG1532594
2-Chlorotoluene U 0.00146 0.00422 1 08/26/2020 12:18 WG1532594
4-Chlorotoluene U 0.000760 0.00844 1 08/26/2020 12:18 WG1532594
1,2-Dibromo-3-Chloropropane U 0.00659 0.0422 1 08/26/2020 12:18 WG1532594
1,2-Dibromoethane U 0.00109 0.00422 1 08/26/2020 12:18 WG1532594
Dibromomethane U 0.00127 0.00844 1 08/26/2020 12:18 WG1532594
1,2-Dichlorobenzene U 0.000718 0.00844 1 08/26/2020 12:18 WG1532594
1,3-Dichlorobenzene U 0.00101 0.00844 1 08/26/2020 12:18 WG1532594
1,4-Dichlorobenzene U 0.00118 0.00844 1 08/26/2020 12:18 WG1532594
Dichlorodifluoromethane U 0.00272 0.00422 1 08/26/2020 12:18 WG1532594
1,1-Dichloroethane U 0.000829 0.00422 1 08/26/2020 12:18 WG1532594
1,2-Dichloroethane U 0.00110 0.00422 1 08/26/2020 12:18 WG1532594
1,1-Dichloroethene U 0.00102 0.00422 1 08/26/2020 12:18 WG1532594
cis-1,2-Dichloroethene U 0.00124 0.00422 1 08/26/2020 12:18 WG1532594
trans-1,2-Dichloroethene U 0.00176 0.00844 1 08/26/2020 12:18 WG1532594
1,2-Dichloropropane U 0.00240 0.00844 1 08/26/2020 12:18 WG1532594
1,1-Dichloropropene U 0.00137 0.00422 1 08/26/2020 12:18 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 01
L1253135
B-1 @ 11.5
Collected date/time: 08/17/20 09:05
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
1,3-Dichloropropane U 0.000846 0.00844 1 08/26/2020 12:18 WG1532594
cis-1,3-Dichloropropene U 0.00128 0.00422 1 08/26/2020 12:18 WG1532594
trans-1,3-Dichloropropene U 0.00193 0.00844 1 08/26/2020 12:18 WG1532594
2,2-Dichloropropane U 0.00233 0.00422 1 08/26/2020 12:18 WG1532594
Di-isopropyl ether U 0.000692 0.00169 1 08/26/2020 12:18 WG1532594
Ethylbenzene U 0.00124 0.00422 1 08/26/2020 12:18 WG1532594
Hexachloro-1,3-butadiene U 0.0101 0.0422 1 08/26/2020 12:18 WG1532594
Isopropylbenzene U 0.000718 0.00422 1 08/26/2020 12:18 WG1532594
p-Isopropyltoluene U 0.00431 0.00844 1 08/26/2020 12:18 WG1532594
2-Butanone (MEK)U 0.107 0.169 1 08/26/2020 12:18 WG1532594
Methylene Chloride U 0.0112 0.0422 1 08/26/2020 12:18 WG1532594
4-Methyl-2-pentanone (MIBK)U 0.00385 0.0422 1 08/26/2020 12:18 WG1532594
Methyl tert-butyl ether U 0.000591 0.00169 1 08/26/2020 12:18 WG1532594
Naphthalene 0.0160 J 0.00824 0.0211 1 08/26/2020 12:18 WG1532594
n-Propylbenzene U 0.00160 0.00844 1 08/26/2020 12:18 WG1532594
Styrene U 0.000387 0.0211 1 08/26/2020 12:18 WG1532594
1,1,1,2-Tetrachloroethane U 0.00160 0.00422 1 08/26/2020 12:18 WG1532594
1,1,2,2-Tetrachloroethane U 0.00117 0.00422 1 08/26/2020 12:18 WG1532594
1,1,2-Trichlorotrifluoroethane U 0.00127 0.00422 1 08/26/2020 12:18 WG1532594
Tetrachloroethene U 0.00151 0.00422 1 08/26/2020 12:18 WG1532594
Toluene U 0.00220 0.00844 1 08/26/2020 12:18 WG1532594
1,2,3-Trichlorobenzene U 0.0124 0.0211 1 08/26/2020 12:18 WG1532594
1,2,4-Trichlorobenzene U 0.00743 0.0211 1 08/26/2020 12:18 WG1532594
1,1,1-Trichloroethane U 0.00156 0.00422 1 08/26/2020 12:18 WG1532594
1,1,2-Trichloroethane U 0.00101 0.00422 1 08/26/2020 12:18 WG1532594
Trichloroethene U 0.000986 0.00169 1 08/26/2020 12:18 WG1532594
Trichlorofluoromethane U 0.00140 0.00422 1 08/26/2020 12:18 WG1532594
1,2,3-Trichloropropane U 0.00274 0.0211 1 08/26/2020 12:18 WG1532594
1,2,4-Trimethylbenzene 0.00579 J 0.00267 0.00844 1 08/26/2020 12:18 WG1532594
1,2,3-Trimethylbenzene 0.00633 J 0.00267 0.00844 1 08/26/2020 12:18 WG1532594
1,3,5-Trimethylbenzene U 0.00338 0.00844 1 08/26/2020 12:18 WG1532594
Vinyl chloride U 0.00196 0.00422 1 08/26/2020 12:18 WG1532594
Xylenes, Total 0.00464 J 0.00149 0.0110 1 08/26/2020 12:18 WG1532594
(S) Toluene-d8 105 75.0-131 08/26/2020 12:18 WG1532594
(S) 4-Bromofluorobenzene 97.9 67.0-138 08/26/2020 12:18 WG1532594
(S) 1,2-Dichloroethane-d4 100 70.0-130 08/26/2020 12:18 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 02
L1253135
B-3 @ 0-1'
Collected date/time: 08/17/20 10:20
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 87.5 1 08/26/2020 22:38 WG1532074
Wet Chemistry by Method 3060A/7196A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Chromium,Hexavalent 0.861 J 0.731 2.28 1 08/28/2020 17:30 WG1533425
Mercury by Method 7471A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Mercury 0.174 0.0206 0.0457 1 08/26/2020 10:59 WG1532261
Metals (ICPMS) by Method 6020
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 22.8 0.482 1.14 5 08/26/2020 18:31 WG1532137
Barium 157 1.43 2.86 5 08/26/2020 18:31 WG1532137
Cadmium 2.69 0.464 1.14 5 08/26/2020 18:31 WG1532137
Chromium 18.1 2.56 5.71 5 08/26/2020 18:31 WG1532137
Lead 271 1.14 2.28 5 08/26/2020 18:31 WG1532137
Nickel 47.2 1.37 2.86 5 08/26/2020 18:31 WG1532137
Selenium U 1.15 2.86 5 08/26/2020 18:31 WG1532137
Silver 1.18 0.243 0.571 5 08/26/2020 18:31 WG1532137
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Acetone U 0.0469 0.0642 1 08/26/2020 12:38 WG1532594
Acrylonitrile U 0.00464 0.0161 1 08/26/2020 12:38 WG1532594
Benzene U 0.000600 0.00128 1 08/26/2020 12:38 WG1532594
Bromobenzene U 0.00116 0.0161 1 08/26/2020 12:38 WG1532594
Bromodichloromethane U 0.000931 0.00321 1 08/26/2020 12:38 WG1532594
Bromoform U 0.00150 0.0321 1 08/26/2020 12:38 WG1532594
Bromomethane U 0.00253 0.0161 1 08/26/2020 12:38 WG1532594
n-Butylbenzene U 0.00674 0.0161 1 08/26/2020 12:38 WG1532594
sec-Butylbenzene U 0.00370 0.0161 1 08/26/2020 12:38 WG1532594
tert-Butylbenzene U 0.00250 0.00642 1 08/26/2020 12:38 WG1532594
Carbon tetrachloride U 0.00115 0.00642 1 08/26/2020 12:38 WG1532594
Chlorobenzene U 0.000270 0.00321 1 08/26/2020 12:38 WG1532594
Chlorodibromomethane U 0.000786 0.00321 1 08/26/2020 12:38 WG1532594
Chloroethane U 0.00218 0.00642 1 08/26/2020 12:38 WG1532594
Chloroform U 0.00132 0.00321 1 08/26/2020 12:38 WG1532594
Chloromethane U 0.00559 0.0161 1 08/26/2020 12:38 WG1532594
2-Chlorotoluene U 0.00111 0.00321 1 08/26/2020 12:38 WG1532594
4-Chlorotoluene U 0.000578 0.00642 1 08/26/2020 12:38 WG1532594
1,2-Dibromo-3-Chloropropane U 0.00501 0.0321 1 08/26/2020 12:38 WG1532594
1,2-Dibromoethane U 0.000832 0.00321 1 08/26/2020 12:38 WG1532594
Dibromomethane U 0.000963 0.00642 1 08/26/2020 12:38 WG1532594
1,2-Dichlorobenzene U 0.000546 0.00642 1 08/26/2020 12:38 WG1532594
1,3-Dichlorobenzene U 0.000771 0.00642 1 08/26/2020 12:38 WG1532594
1,4-Dichlorobenzene U 0.000899 0.00642 1 08/26/2020 12:38 WG1532594
Dichlorodifluoromethane U 0.00207 0.00321 1 08/26/2020 12:38 WG1532594
1,1-Dichloroethane U 0.000631 0.00321 1 08/26/2020 12:38 WG1532594
1,2-Dichloroethane U 0.000834 0.00321 1 08/26/2020 12:38 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 02
L1253135
B-3 @ 0-1'
Collected date/time: 08/17/20 10:20
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
1,1-Dichloroethene U 0.000778 0.00321 1 08/26/2020 12:38 WG1532594
cis-1,2-Dichloroethene U 0.000943 0.00321 1 08/26/2020 12:38 WG1532594
trans-1,2-Dichloroethene U 0.00134 0.00642 1 08/26/2020 12:38 WG1532594
1,2-Dichloropropane U 0.00182 0.00642 1 08/26/2020 12:38 WG1532594
1,1-Dichloropropene U 0.00104 0.00321 1 08/26/2020 12:38 WG1532594
1,3-Dichloropropane U 0.000643 0.00642 1 08/26/2020 12:38 WG1532594
cis-1,3-Dichloropropene U 0.000972 0.00321 1 08/26/2020 12:38 WG1532594
trans-1,3-Dichloropropene U 0.00146 0.00642 1 08/26/2020 12:38 WG1532594
2,2-Dichloropropane U 0.00177 0.00321 1 08/26/2020 12:38 WG1532594
Di-isopropyl ether U 0.000527 0.00128 1 08/26/2020 12:38 WG1532594
Ethylbenzene U 0.000947 0.00321 1 08/26/2020 12:38 WG1532594
Hexachloro-1,3-butadiene U 0.00771 0.0321 1 08/26/2020 12:38 WG1532594
Isopropylbenzene U 0.000546 0.00321 1 08/26/2020 12:38 WG1532594
p-Isopropyltoluene U 0.00328 0.00642 1 08/26/2020 12:38 WG1532594
2-Butanone (MEK)0.0880 J 0.0816 0.128 1 08/26/2020 12:38 WG1532594
Methylene Chloride U 0.00853 0.0321 1 08/26/2020 12:38 WG1532594
4-Methyl-2-pentanone (MIBK)U 0.00293 0.0321 1 08/26/2020 12:38 WG1532594
Methyl tert-butyl ether U 0.000450 0.00128 1 08/26/2020 12:38 WG1532594
Naphthalene U 0.00627 0.0161 1 08/26/2020 12:38 WG1532594
n-Propylbenzene U 0.00122 0.00642 1 08/26/2020 12:38 WG1532594
Styrene U 0.000294 0.0161 1 08/26/2020 12:38 WG1532594
1,1,1,2-Tetrachloroethane U 0.00122 0.00321 1 08/26/2020 12:38 WG1532594
1,1,2,2-Tetrachloroethane U 0.000893 0.00321 1 08/26/2020 12:38 WG1532594
1,1,2-Trichlorotrifluoroethane U 0.000968 0.00321 1 08/26/2020 12:38 WG1532594
Tetrachloroethene U 0.00115 0.00321 1 08/26/2020 12:38 WG1532594
Toluene U 0.00167 0.00642 1 08/26/2020 12:38 WG1532594
1,2,3-Trichlorobenzene U 0.00941 0.0161 1 08/26/2020 12:38 WG1532594
1,2,4-Trichlorobenzene U 0.00565 0.0161 1 08/26/2020 12:38 WG1532594
1,1,1-Trichloroethane U 0.00119 0.00321 1 08/26/2020 12:38 WG1532594
1,1,2-Trichloroethane U 0.000767 0.00321 1 08/26/2020 12:38 WG1532594
Trichloroethene U 0.000750 0.00128 1 08/26/2020 12:38 WG1532594
Trichlorofluoromethane U 0.00106 0.00321 1 08/26/2020 12:38 WG1532594
1,2,3-Trichloropropane U 0.00208 0.0161 1 08/26/2020 12:38 WG1532594
1,2,4-Trimethylbenzene 0.00306 J 0.00203 0.00642 1 08/26/2020 12:38 WG1532594
1,2,3-Trimethylbenzene U 0.00203 0.00642 1 08/26/2020 12:38 WG1532594
1,3,5-Trimethylbenzene U 0.00257 0.00642 1 08/26/2020 12:38 WG1532594
Vinyl chloride U 0.00149 0.00321 1 08/26/2020 12:38 WG1532594
Xylenes, Total U 0.00113 0.00835 1 08/26/2020 12:38 WG1532594
(S) Toluene-d8 102 75.0-131 08/26/2020 12:38 WG1532594
(S) 4-Bromofluorobenzene 94.8 67.0-138 08/26/2020 12:38 WG1532594
(S) 1,2-Dichloroethane-d4 102 70.0-130 08/26/2020 12:38 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 03
L1253135
B-3 @ 1-3'
Collected date/time: 08/17/20 10:22
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 89.9 1 08/26/2020 22:38 WG1532074
Wet Chemistry by Method 3060A/7196A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Chromium,Hexavalent U 0.712 2.22 1 08/28/2020 17:37 WG1533425
Mercury by Method 7471A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Mercury U 0.0200 0.0445 1 08/26/2020 11:02 WG1532261
Metals (ICPMS) by Method 6020
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 4.14 0.469 1.11 5 08/26/2020 18:34 WG1532137
Barium 32.0 1.39 2.78 5 08/26/2020 18:34 WG1532137
Cadmium U 0.451 1.11 5 08/26/2020 18:34 WG1532137
Chromium 5.38 J 2.49 5.56 5 08/26/2020 18:34 WG1532137
Lead 3.42 1.11 2.22 5 08/26/2020 18:34 WG1532137
Nickel 3.78 1.33 2.78 5 08/26/2020 18:34 WG1532137
Selenium U 1.12 2.78 5 08/26/2020 18:34 WG1532137
Silver U 0.237 0.556 5 08/26/2020 18:34 WG1532137
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 04
L1253135
B-3 @ 3-5'
Collected date/time: 08/17/20 10:24
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 85.4 1 08/26/2020 22:38 WG1532074
Wet Chemistry by Method 3060A/7196A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Chromium,Hexavalent U 0.750 2.34 1 08/28/2020 17:46 WG1533425
Mercury by Method 7471A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Mercury U 0.0211 0.0468 1 08/26/2020 11:04 WG1532261
Metals (ICPMS) by Method 6020
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 2.32 0.494 1.17 5 08/26/2020 18:50 WG1532137
Barium 79.5 1.46 2.93 5 08/26/2020 18:50 WG1532137
Cadmium U 0.476 1.17 5 08/26/2020 18:50 WG1532137
Chromium 4.77 J 2.62 5.86 5 08/26/2020 18:50 WG1532137
Lead 2.88 1.17 2.34 5 08/26/2020 18:50 WG1532137
Nickel 4.39 1.41 2.93 5 08/26/2020 18:50 WG1532137
Selenium U 1.18 2.93 5 08/26/2020 18:50 WG1532137
Silver U 0.249 0.586 5 08/26/2020 18:50 WG1532137
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 05
L1253135
B-4 @ 0-1'
Collected date/time: 08/17/20 11:00
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 92.5 1 08/26/2020 22:38 WG1532074
Wet Chemistry by Method 3060A/7196A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Chromium,Hexavalent U 0.692 2.16 1 08/28/2020 17:47 WG1533425
Mercury by Method 7471A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Mercury 2.11 0.0389 0.0865 2 08/26/2020 13:10 WG1532261
Metals (ICPMS) by Method 6020
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 113 0.456 1.08 5 08/26/2020 18:54 WG1532137
Barium 925 1.35 2.70 5 08/26/2020 18:54 WG1532137
Cadmium 12.2 0.439 1.08 5 08/26/2020 18:54 WG1532137
Chromium 30.0 2.42 5.41 5 08/26/2020 18:54 WG1532137
Lead 968 1.08 2.16 5 08/26/2020 18:54 WG1532137
Nickel 172 1.30 2.70 5 08/26/2020 18:54 WG1532137
Selenium 1.36 J 1.09 2.70 5 08/26/2020 18:54 WG1532137
Silver 10.6 0.230 0.541 5 08/26/2020 18:54 WG1532137
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 06
L1253135
B-4 @ 1-3'
Collected date/time: 08/17/20 11:02
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 81.4 1 08/26/2020 22:38 WG1532074
Wet Chemistry by Method 3060A/7196A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Chromium,Hexavalent U 0.786 2.46 1 08/28/2020 17:47 WG1533425
Mercury by Method 7471A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Mercury 0.0864 0.0221 0.0491 1 08/26/2020 11:09 WG1532261
Metals (ICPMS) by Method 6020
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 14.4 0.518 1.23 5 08/26/2020 18:57 WG1532137
Barium 146 1.54 3.07 5 08/26/2020 18:57 WG1532137
Cadmium 1.24 0.499 1.23 5 08/26/2020 18:57 WG1532137
Chromium 12.6 2.75 6.14 5 08/26/2020 18:57 WG1532137
Lead 42.7 1.23 2.46 5 08/26/2020 18:57 WG1532137
Nickel 10.5 1.47 3.07 5 08/26/2020 18:57 WG1532137
Selenium U 1.24 3.07 5 08/26/2020 18:57 WG1532137
Silver 0.344 J 0.262 0.614 5 08/26/2020 18:57 WG1532137
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 07
L1253135
B-4 @ 3-5'
Collected date/time: 08/17/20 11:04
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 77.4 1 08/26/2020 22:38 WG1532074
Wet Chemistry by Method 3060A/7196A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Chromium,Hexavalent U 0.827 2.59 1 08/28/2020 18:06 WG1533425
Mercury by Method 7471A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Mercury U 0.0233 0.0517 1 08/26/2020 11:12 WG1532261
Metals (ICPMS) by Method 6020
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 2.70 0.545 1.29 5 08/26/2020 19:00 WG1532137
Barium 97.5 1.62 3.23 5 08/26/2020 19:00 WG1532137
Cadmium U 0.525 1.29 5 08/26/2020 19:00 WG1532137
Chromium 12.6 2.90 6.46 5 08/26/2020 19:00 WG1532137
Lead 6.24 1.29 2.59 5 08/26/2020 19:00 WG1532137
Nickel 8.96 1.55 3.23 5 08/26/2020 19:00 WG1532137
Selenium U 1.31 3.23 5 08/26/2020 19:00 WG1532137
Silver U 0.275 0.646 5 08/26/2020 19:00 WG1532137
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 08
L1253135
B-2 @ 6.5'
Collected date/time: 08/17/20 12:15
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 64.0 1 08/26/2020 22:38 WG1532074
Wet Chemistry by Method 9071B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Oil & Grease (Hexane Extr)153 J 51.5 156 1 08/24/2020 14:57 WG1531298
Mercury by Method 7471A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Mercury U 0.0281 0.0625 1 08/26/2020 11:22 WG1532261
Metals (ICPMS) by Method 6020
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 5.27 0.659 1.56 5 08/26/2020 19:03 WG1532137
Barium 169 1.95 3.90 5 08/26/2020 19:03 WG1532137
Cadmium U 0.634 1.56 5 08/26/2020 19:03 WG1532137
Chromium 10.0 3.50 7.81 5 08/26/2020 19:03 WG1532137
Lead 4.28 1.56 3.12 5 08/26/2020 19:03 WG1532137
Nickel 7.18 1.87 3.90 5 08/26/2020 19:03 WG1532137
Selenium U 1.58 3.90 5 08/26/2020 19:03 WG1532137
Silver U 0.333 0.781 5 08/26/2020 19:03 WG1532137
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
TPH (GC/MS) Low Fraction 0.336 J 0.286 0.781 1 08/26/2020 19:11 WG1532966
Benzene 0.0665 J5 0.000586 0.00156 1 08/26/2020 19:11 WG1532966
1,2-Dichloroethane U 0.000703 0.00156 1 08/26/2020 19:11 WG1532966
1,2-Dibromoethane U 0.000390 0.00156 1 08/26/2020 19:11 WG1532966
Ethylbenzene 0.00796 0.000468 0.00156 1 08/26/2020 19:11 WG1532966
Methyl tert-butyl ether U 0.000547 0.00156 1 08/26/2020 19:11 WG1532966
Naphthalene U J5 0.00778 0.00781 1 08/26/2020 19:11 WG1532966
Toluene 0.0520 J5 0.00192 0.00781 1 08/26/2020 19:11 WG1532966
Xylenes, Total 0.0209 0.000781 0.00468 1 08/26/2020 19:11 WG1532966
Acetone 0.0670 J 0.0323 0.0781 1 08/26/2020 19:11 WG1532966
Acrylonitrile U 0.00315 0.0156 1 08/26/2020 19:11 WG1532966
Bromobenzene U 0.000429 0.00156 1 08/26/2020 19:11 WG1532966
Bromodichloromethane U 0.00113 0.00156 1 08/26/2020 19:11 WG1532966
Bromoform U 0.000662 0.00156 1 08/26/2020 19:11 WG1532966
Bromomethane U 0.00183 0.00781 1 08/26/2020 19:11 WG1532966
n-Butylbenzene U 0.000403 0.00156 1 08/26/2020 19:11 WG1532966
sec-Butylbenzene U 0.000314 0.00156 1 08/26/2020 19:11 WG1532966
tert-Butylbenzene U 0.000322 0.00156 1 08/26/2020 19:11 WG1532966
Carbon tetrachloride U 0.000387 0.00156 1 08/26/2020 19:11 WG1532966
Chlorobenzene U 0.000300 0.00156 1 08/26/2020 19:11 WG1532966
Chlorodibromomethane U 0.000350 0.00156 1 08/26/2020 19:11 WG1532966
Chloroethane U 0.00156 0.00781 1 08/26/2020 19:11 WG1532966
Chloroform U 0.00161 0.00781 1 08/26/2020 19:11 WG1532966
Chloromethane U 0.00102 0.00390 1 08/26/2020 19:11 WG1532966
2-Chlorotoluene U 0.000351 0.00156 1 08/26/2020 19:11 WG1532966
4-Chlorotoluene U 0.00108 0.00156 1 08/26/2020 19:11 WG1532966
1,2-Dibromo-3-Chloropropane U 0.00297 0.00781 1 08/26/2020 19:11 WG1532966
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 08
L1253135
B-2 @ 6.5'
Collected date/time: 08/17/20 12:15
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Dibromomethane U 0.000547 0.00156 1 08/26/2020 19:11 WG1532966
1,2-Dichlorobenzene U 0.000664 0.00156 1 08/26/2020 19:11 WG1532966
1,3-Dichlorobenzene U 0.000937 0.00156 1 08/26/2020 19:11 WG1532966
1,4-Dichlorobenzene U 0.00130 0.00156 1 08/26/2020 19:11 WG1532966
Dichlorodifluoromethane U 0.000448 0.00781 1 08/26/2020 19:11 WG1532966
1,1-Dichloroethane U 0.000419 0.00156 1 08/26/2020 19:11 WG1532966
1,1-Dichloroethene U 0.000554 0.00156 1 08/26/2020 19:11 WG1532966
cis-1,2-Dichloroethene U 0.000742 0.00156 1 08/26/2020 19:11 WG1532966
trans-1,2-Dichloroethene U 0.000781 0.00156 1 08/26/2020 19:11 WG1532966
1,2-Dichloropropane U 0.000256 0.00156 1 08/26/2020 19:11 WG1532966
1,1-Dichloropropene U 0.000586 0.00156 1 08/26/2020 19:11 WG1532966
1,3-Dichloropropane U 0.000351 0.00156 1 08/26/2020 19:11 WG1532966
cis-1,3-Dichloropropene U 0.000664 0.00156 1 08/26/2020 19:11 WG1532966
trans-1,3-Dichloropropene U 0.00105 0.00156 1 08/26/2020 19:11 WG1532966
2,2-Dichloropropane U 0.000586 0.00156 1 08/26/2020 19:11 WG1532966
Di-isopropyl ether U 0.000345 0.00156 1 08/26/2020 19:11 WG1532966
Hexachloro-1,3-butadiene U 0.000534 0.00156 1 08/26/2020 19:11 WG1532966
Isopropylbenzene 0.000696 J 0.000664 0.00156 1 08/26/2020 19:11 WG1532966
p-Isopropyltoluene U 0.000319 0.00156 1 08/26/2020 19:11 WG1532966
2-Butanone (MEK)0.00893 J 0.00731 0.0156 1 08/26/2020 19:11 WG1532966
Methylene Chloride U 0.00156 0.00781 1 08/26/2020 19:11 WG1532966
4-Methyl-2-pentanone (MIBK)U 0.00148 0.0156 1 08/26/2020 19:11 WG1532966
n-Propylbenzene 0.000893 J 0.000322 0.00156 1 08/26/2020 19:11 WG1532966
Styrene U 0.000348 0.00156 1 08/26/2020 19:11 WG1532966
1,1,1,2-Tetrachloroethane U 0.000462 0.00156 1 08/26/2020 19:11 WG1532966
1,1,2,2-Tetrachloroethane U 0.000361 0.00156 1 08/26/2020 19:11 WG1532966
1,1,2-Trichlorotrifluoroethane U 0.000665 0.00156 1 08/26/2020 19:11 WG1532966
Tetrachloroethene 0.00273 0.000508 0.00156 1 08/26/2020 19:11 WG1532966
1,2,3-Trichlorobenzene U 0.000478 0.00156 1 08/26/2020 19:11 WG1532966
1,2,4-Trichlorobenzene U 0.000606 0.00156 1 08/26/2020 19:11 WG1532966
1,1,1-Trichloroethane U 0.000578 0.00156 1 08/26/2020 19:11 WG1532966
1,1,2-Trichloroethane U 0.000664 0.00156 1 08/26/2020 19:11 WG1532966
Trichloroethene U 0.000312 0.00156 1 08/26/2020 19:11 WG1532966
Trichlorofluoromethane U 0.000556 0.00781 1 08/26/2020 19:11 WG1532966
1,2,3-Trichloropropane U 0.000381 0.00390 1 08/26/2020 19:11 WG1532966
1,2,4-Trimethylbenzene 0.00275 0.000329 0.00156 1 08/26/2020 19:11 WG1532966
1,2,3-Trimethylbenzene 0.000984 J 0.000448 0.00156 1 08/26/2020 19:11 WG1532966
1,3,5-Trimethylbenzene 0.00103 J 0.000415 0.00156 1 08/26/2020 19:11 WG1532966
Vinyl chloride U 0.000353 0.00156 1 08/26/2020 19:11 WG1532966
(S) Toluene-d8 93.3 75.0-131 08/26/2020 19:11 WG1532966
(S) 4-Bromofluorobenzene 97.2 67.0-138 08/26/2020 19:11 WG1532966
(S) 1,2-Dichloroethane-d4 113 70.0-130 08/26/2020 19:11 WG1532966
Semi-Volatile Organic Compounds (GC) by Method 3546/DRO
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
DRO W/ SGT U 1.20 6.25 1 08/26/2020 08:56 WG1532427
(S) o-Terphenyl 65.9 18.0-148 08/26/2020 08:56 WG1532427
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 09
L1253135
B-5 @ 0-1'
Collected date/time: 08/17/20 12:58
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 87.4 1 08/26/2020 22:38 WG1532074
Wet Chemistry by Method 3060A/7196A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Chromium,Hexavalent U 0.732 2.29 1 08/28/2020 18:07 WG1533425
Mercury by Method 7471A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Mercury 1.61 0.0206 0.0458 1 08/26/2020 11:25 WG1532261
Metals (ICPMS) by Method 6020
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 183 0.483 1.14 5 08/26/2020 19:06 WG1532137
Barium 898 1.43 2.86 5 08/26/2020 19:06 WG1532137
Cadmium 6.30 0.465 1.14 5 08/26/2020 19:06 WG1532137
Chromium 26.7 2.56 5.72 5 08/26/2020 19:06 WG1532137
Lead 555 1.14 2.29 5 08/26/2020 19:06 WG1532137
Nickel 597 1.37 2.86 5 08/26/2020 19:06 WG1532137
Selenium 1.94 J 1.16 2.86 5 08/26/2020 19:06 WG1532137
Silver 8.31 0.244 0.572 5 08/26/2020 19:06 WG1532137
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 10
L1253135
B-5 @ 1-3'
Collected date/time: 08/17/20 13:00
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 76.2 1 08/26/2020 22:38 WG1532074
Wet Chemistry by Method 3060A/7196A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Chromium,Hexavalent U 0.839 2.62 1 08/28/2020 18:09 WG1533425
Mercury by Method 7471A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Mercury 2.59 0.0472 0.105 2 08/26/2020 13:13 WG1532261
Metals (ICPMS) by Method 6020
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 18.9 0.553 1.31 5 08/26/2020 19:10 WG1532137
Barium 300 1.64 3.28 5 08/26/2020 19:10 WG1532137
Cadmium 1.61 0.532 1.31 5 08/26/2020 19:10 WG1532137
Chromium 19.0 2.94 6.56 5 08/26/2020 19:10 WG1532137
Lead 202 1.31 2.62 5 08/26/2020 19:10 WG1532137
Nickel 24.8 1.57 3.28 5 08/26/2020 19:10 WG1532137
Selenium U 1.32 3.28 5 08/26/2020 19:10 WG1532137
Silver 1.04 0.279 0.656 5 08/26/2020 19:10 WG1532137
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 11
L1253135
B-5 @ 3.5'
Collected date/time: 08/17/20 13:02
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 81.1 1 08/26/2020 22:38 WG1532074
Wet Chemistry by Method 3060A/7196A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Chromium,Hexavalent U 0.789 2.47 1 08/28/2020 18:11 WG1533425
Mercury by Method 7471A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Mercury 0.0552 0.0222 0.0493 1 08/26/2020 11:30 WG1532261
Metals (ICPMS) by Method 6020
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 1.59 0.520 1.23 5 08/26/2020 18:12 WG1532137
Barium 77.3 1.54 3.08 5 08/26/2020 18:12 WG1532137
Cadmium U 0.501 1.23 5 08/26/2020 18:12 WG1532137
Chromium 8.93 2.76 6.16 5 08/26/2020 18:12 WG1532137
Lead 5.59 1.23 2.47 5 08/26/2020 18:12 WG1532137
Nickel 6.59 1.48 3.08 5 08/26/2020 18:12 WG1532137
Selenium U 1.25 3.08 5 08/26/2020 18:12 WG1532137
Silver U 0.263 0.616 5 08/26/2020 18:12 WG1532137
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 12
L1253135
B-5 @ 5'
Collected date/time: 08/17/20 13:10
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 74.3 1 08/26/2020 23:14 WG1532076
Wet Chemistry by Method 9071B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Oil & Grease (Hexane Extr)201 44.4 135 1 08/24/2020 14:57 WG1531298
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Acetone U 0.0618 0.0846 1 08/26/2020 12:57 WG1532594
Acrylonitrile U 0.00611 0.0212 1 08/26/2020 12:57 WG1532594
Benzene U 0.000791 0.00169 1 08/26/2020 12:57 WG1532594
Bromobenzene U 0.00152 0.0212 1 08/26/2020 12:57 WG1532594
Bromodichloromethane U 0.00123 0.00423 1 08/26/2020 12:57 WG1532594
Bromoform U 0.00198 0.0423 1 08/26/2020 12:57 WG1532594
Bromomethane U 0.00333 0.0212 1 08/26/2020 12:57 WG1532594
n-Butylbenzene U 0.00889 0.0212 1 08/26/2020 12:57 WG1532594
sec-Butylbenzene U 0.00488 0.0212 1 08/26/2020 12:57 WG1532594
tert-Butylbenzene U 0.00330 0.00846 1 08/26/2020 12:57 WG1532594
Carbon tetrachloride U 0.00152 0.00846 1 08/26/2020 12:57 WG1532594
Chlorobenzene U 0.000355 0.00423 1 08/26/2020 12:57 WG1532594
Chlorodibromomethane U 0.00104 0.00423 1 08/26/2020 12:57 WG1532594
Chloroethane U 0.00288 0.00846 1 08/26/2020 12:57 WG1532594
Chloroform U 0.00174 0.00423 1 08/26/2020 12:57 WG1532594
Chloromethane U 0.00736 0.0212 1 08/26/2020 12:57 WG1532594
2-Chlorotoluene U 0.00146 0.00423 1 08/26/2020 12:57 WG1532594
4-Chlorotoluene U 0.000762 0.00846 1 08/26/2020 12:57 WG1532594
1,2-Dibromo-3-Chloropropane U 0.00660 0.0423 1 08/26/2020 12:57 WG1532594
1,2-Dibromoethane U 0.00110 0.00423 1 08/26/2020 12:57 WG1532594
Dibromomethane U 0.00127 0.00846 1 08/26/2020 12:57 WG1532594
1,2-Dichlorobenzene U 0.000719 0.00846 1 08/26/2020 12:57 WG1532594
1,3-Dichlorobenzene U 0.00102 0.00846 1 08/26/2020 12:57 WG1532594
1,4-Dichlorobenzene U 0.00118 0.00846 1 08/26/2020 12:57 WG1532594
Dichlorodifluoromethane U 0.00273 0.00423 1 08/26/2020 12:57 WG1532594
1,1-Dichloroethane U 0.000831 0.00423 1 08/26/2020 12:57 WG1532594
1,2-Dichloroethane U 0.00110 0.00423 1 08/26/2020 12:57 WG1532594
1,1-Dichloroethene U 0.00103 0.00423 1 08/26/2020 12:57 WG1532594
cis-1,2-Dichloroethene U 0.00124 0.00423 1 08/26/2020 12:57 WG1532594
trans-1,2-Dichloroethene U 0.00176 0.00846 1 08/26/2020 12:57 WG1532594
1,2-Dichloropropane U 0.00240 0.00846 1 08/26/2020 12:57 WG1532594
1,1-Dichloropropene U 0.00137 0.00423 1 08/26/2020 12:57 WG1532594
1,3-Dichloropropane U 0.000848 0.00846 1 08/26/2020 12:57 WG1532594
cis-1,3-Dichloropropene U 0.00128 0.00423 1 08/26/2020 12:57 WG1532594
trans-1,3-Dichloropropene U 0.00193 0.00846 1 08/26/2020 12:57 WG1532594
2,2-Dichloropropane U 0.00234 0.00423 1 08/26/2020 12:57 WG1532594
Di-isopropyl ether U 0.000694 0.00169 1 08/26/2020 12:57 WG1532594
Ethylbenzene U 0.00125 0.00423 1 08/26/2020 12:57 WG1532594
Hexachloro-1,3-butadiene U 0.0102 0.0423 1 08/26/2020 12:57 WG1532594
Isopropylbenzene U 0.000719 0.00423 1 08/26/2020 12:57 WG1532594
p-Isopropyltoluene U 0.00432 0.00846 1 08/26/2020 12:57 WG1532594
2-Butanone (MEK)U 0.107 0.169 1 08/26/2020 12:57 WG1532594
Methylene Chloride U 0.0112 0.0423 1 08/26/2020 12:57 WG1532594
4-Methyl-2-pentanone (MIBK)U 0.00386 0.0423 1 08/26/2020 12:57 WG1532594
Methyl tert-butyl ether U 0.000592 0.00169 1 08/26/2020 12:57 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 12
L1253135
B-5 @ 5'
Collected date/time: 08/17/20 13:10
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Naphthalene U 0.00826 0.0212 1 08/26/2020 12:57 WG1532594
n-Propylbenzene U 0.00161 0.00846 1 08/26/2020 12:57 WG1532594
Styrene U 0.000388 0.0212 1 08/26/2020 12:57 WG1532594
1,1,1,2-Tetrachloroethane U 0.00160 0.00423 1 08/26/2020 12:57 WG1532594
1,1,2,2-Tetrachloroethane U 0.00118 0.00423 1 08/26/2020 12:57 WG1532594
1,1,2-Trichlorotrifluoroethane U 0.00128 0.00423 1 08/26/2020 12:57 WG1532594
Tetrachloroethene U 0.00152 0.00423 1 08/26/2020 12:57 WG1532594
Toluene U 0.00220 0.00846 1 08/26/2020 12:57 WG1532594
1,2,3-Trichlorobenzene U 0.0124 0.0212 1 08/26/2020 12:57 WG1532594
1,2,4-Trichlorobenzene U 0.00745 0.0212 1 08/26/2020 12:57 WG1532594
1,1,1-Trichloroethane U 0.00156 0.00423 1 08/26/2020 12:57 WG1532594
1,1,2-Trichloroethane U 0.00101 0.00423 1 08/26/2020 12:57 WG1532594
Trichloroethene U 0.000989 0.00169 1 08/26/2020 12:57 WG1532594
Trichlorofluoromethane U 0.00140 0.00423 1 08/26/2020 12:57 WG1532594
1,2,3-Trichloropropane U 0.00274 0.0212 1 08/26/2020 12:57 WG1532594
1,2,4-Trimethylbenzene U 0.00267 0.00846 1 08/26/2020 12:57 WG1532594
1,2,3-Trimethylbenzene U 0.00267 0.00846 1 08/26/2020 12:57 WG1532594
1,3,5-Trimethylbenzene U 0.00339 0.00846 1 08/26/2020 12:57 WG1532594
Vinyl chloride U 0.00196 0.00423 1 08/26/2020 12:57 WG1532594
Xylenes, Total U 0.00149 0.0110 1 08/26/2020 12:57 WG1532594
(S) Toluene-d8 103 75.0-131 08/26/2020 12:57 WG1532594
(S) 4-Bromofluorobenzene 94.9 67.0-138 08/26/2020 12:57 WG1532594
(S) 1,2-Dichloroethane-d4 100 70.0-130 08/26/2020 12:57 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 13
L1253135
B-6 @ 6.5'
Collected date/time: 08/17/20 13:50
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 64.3 1 08/26/2020 23:14 WG1532076
Wet Chemistry by Method 3060A/7196A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Chromium,Hexavalent U 0.995 3.11 1 08/28/2020 18:13 WG1533425
Mercury by Method 7471A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Mercury U 0.0280 0.0622 1 08/26/2020 11:33 WG1532261
Metals (ICPMS) by Method 6020
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 4.52 0.656 1.55 5 08/26/2020 19:13 WG1532137
Barium 213 1.94 3.89 5 08/26/2020 19:13 WG1532137
Cadmium U 0.631 1.55 5 08/26/2020 19:13 WG1532137
Chromium 28.2 3.48 7.77 5 08/26/2020 19:13 WG1532137
Lead 4.20 1.55 3.11 5 08/26/2020 19:13 WG1532137
Nickel 12.6 1.87 3.89 5 08/26/2020 19:13 WG1532137
Selenium 1.83 J 1.57 3.89 5 08/26/2020 19:13 WG1532137
Silver U 0.331 0.777 5 08/26/2020 19:13 WG1532137
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Acetone U 0.0770 0.105 1 08/26/2020 14:08 WG1532594
Acrylonitrile U 0.00761 0.0264 1 08/26/2020 14:08 WG1532594
Benzene U 0.000985 0.00211 1 08/26/2020 14:08 WG1532594
Bromobenzene U 0.00190 0.0264 1 08/26/2020 14:08 WG1532594
Bromodichloromethane U 0.00153 0.00527 1 08/26/2020 14:08 WG1532594
Bromoform U 0.00247 0.0527 1 08/26/2020 14:08 WG1532594
Bromomethane U 0.00415 0.0264 1 08/26/2020 14:08 WG1532594
n-Butylbenzene U 0.0111 0.0264 1 08/26/2020 14:08 WG1532594
sec-Butylbenzene U 0.00607 0.0264 1 08/26/2020 14:08 WG1532594
tert-Butylbenzene U 0.00411 0.0105 1 08/26/2020 14:08 WG1532594
Carbon tetrachloride U 0.00189 0.0105 1 08/26/2020 14:08 WG1532594
Chlorobenzene U 0.000443 0.00527 1 08/26/2020 14:08 WG1532594
Chlorodibromomethane U 0.00129 0.00527 1 08/26/2020 14:08 WG1532594
Chloroethane U 0.00358 0.0105 1 08/26/2020 14:08 WG1532594
Chloroform U 0.00217 0.00527 1 08/26/2020 14:08 WG1532594
Chloromethane U 0.00917 0.0264 1 08/26/2020 14:08 WG1532594
2-Chlorotoluene U 0.00182 0.00527 1 08/26/2020 14:08 WG1532594
4-Chlorotoluene U 0.000949 0.0105 1 08/26/2020 14:08 WG1532594
1,2-Dibromo-3-Chloropropane U 0.00822 0.0527 1 08/26/2020 14:08 WG1532594
1,2-Dibromoethane U 0.00137 0.00527 1 08/26/2020 14:08 WG1532594
Dibromomethane U 0.00158 0.0105 1 08/26/2020 14:08 WG1532594
1,2-Dichlorobenzene U 0.000896 0.0105 1 08/26/2020 14:08 WG1532594
1,3-Dichlorobenzene U 0.00126 0.0105 1 08/26/2020 14:08 WG1532594
1,4-Dichlorobenzene U 0.00148 0.0105 1 08/26/2020 14:08 WG1532594
Dichlorodifluoromethane U 0.00339 0.00527 1 08/26/2020 14:08 WG1532594
1,1-Dichloroethane U 0.00104 0.00527 1 08/26/2020 14:08 WG1532594
1,2-Dichloroethane U 0.00137 0.00527 1 08/26/2020 14:08 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 13
L1253135
B-6 @ 6.5'
Collected date/time: 08/17/20 13:50
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
1,1-Dichloroethene U 0.00128 0.00527 1 08/26/2020 14:08 WG1532594
cis-1,2-Dichloroethene U 0.00155 0.00527 1 08/26/2020 14:08 WG1532594
trans-1,2-Dichloroethene U 0.00219 0.0105 1 08/26/2020 14:08 WG1532594
1,2-Dichloropropane U 0.00299 0.0105 1 08/26/2020 14:08 WG1532594
1,1-Dichloropropene U 0.00171 0.00527 1 08/26/2020 14:08 WG1532594
1,3-Dichloropropane U 0.00106 0.0105 1 08/26/2020 14:08 WG1532594
cis-1,3-Dichloropropene U 0.00160 0.00527 1 08/26/2020 14:08 WG1532594
trans-1,3-Dichloropropene U 0.00240 0.0105 1 08/26/2020 14:08 WG1532594
2,2-Dichloropropane U 0.00291 0.00527 1 08/26/2020 14:08 WG1532594
Di-isopropyl ether U 0.000864 0.00211 1 08/26/2020 14:08 WG1532594
Ethylbenzene U 0.00155 0.00527 1 08/26/2020 14:08 WG1532594
Hexachloro-1,3-butadiene U 0.0126 0.0527 1 08/26/2020 14:08 WG1532594
Isopropylbenzene U 0.000896 0.00527 1 08/26/2020 14:08 WG1532594
p-Isopropyltoluene U 0.00538 0.0105 1 08/26/2020 14:08 WG1532594
2-Butanone (MEK)0.221 0.134 0.211 1 08/26/2020 14:08 WG1532594
Methylene Chloride U 0.0140 0.0527 1 08/26/2020 14:08 WG1532594
4-Methyl-2-pentanone (MIBK)U 0.00481 0.0527 1 08/26/2020 14:08 WG1532594
Methyl tert-butyl ether U 0.000738 0.00211 1 08/26/2020 14:08 WG1532594
Naphthalene U 0.0103 0.0264 1 08/26/2020 14:08 WG1532594
n-Propylbenzene U 0.00200 0.0105 1 08/26/2020 14:08 WG1532594
Styrene U 0.000483 0.0264 1 08/26/2020 14:08 WG1532594
1,1,1,2-Tetrachloroethane U 0.00200 0.00527 1 08/26/2020 14:08 WG1532594
1,1,2,2-Tetrachloroethane U 0.00147 0.00527 1 08/26/2020 14:08 WG1532594
1,1,2-Trichlorotrifluoroethane U 0.00159 0.00527 1 08/26/2020 14:08 WG1532594
Tetrachloroethene U 0.00189 0.00527 1 08/26/2020 14:08 WG1532594
Toluene U 0.00274 0.0105 1 08/26/2020 14:08 WG1532594
1,2,3-Trichlorobenzene U 0.0155 0.0264 1 08/26/2020 14:08 WG1532594
1,2,4-Trichlorobenzene U 0.00928 0.0264 1 08/26/2020 14:08 WG1532594
1,1,1-Trichloroethane U 0.00195 0.00527 1 08/26/2020 14:08 WG1532594
1,1,2-Trichloroethane U 0.00126 0.00527 1 08/26/2020 14:08 WG1532594
Trichloroethene U 0.00123 0.00211 1 08/26/2020 14:08 WG1532594
Trichlorofluoromethane U 0.00174 0.00527 1 08/26/2020 14:08 WG1532594
1,2,3-Trichloropropane U 0.00342 0.0264 1 08/26/2020 14:08 WG1532594
1,2,4-Trimethylbenzene U 0.00333 0.0105 1 08/26/2020 14:08 WG1532594
1,2,3-Trimethylbenzene U 0.00333 0.0105 1 08/26/2020 14:08 WG1532594
1,3,5-Trimethylbenzene U 0.00422 0.0105 1 08/26/2020 14:08 WG1532594
Vinyl chloride U 0.00245 0.00527 1 08/26/2020 14:08 WG1532594
Xylenes, Total U 0.00186 0.0137 1 08/26/2020 14:08 WG1532594
(S) Toluene-d8 98.1 75.0-131 08/26/2020 14:08 WG1532594
(S) 4-Bromofluorobenzene 103 67.0-138 08/26/2020 14:08 WG1532594
(S) 1,2-Dichloroethane-d4 107 70.0-130 08/26/2020 14:08 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 14
L1253135
B-8 @ 2'
Collected date/time: 08/18/20 09:55
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 81.7 1 08/26/2020 23:14 WG1532076
Wet Chemistry by Method 3060A/7196A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Chromium,Hexavalent U 0.784 2.45 1 08/28/2020 18:14 WG1533425
Mercury by Method 7471A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Mercury 0.0343 J 0.0220 0.0490 1 08/26/2020 11:35 WG1532261
Metals (ICPMS) by Method 6020
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 10.2 0.517 1.22 5 08/26/2020 19:16 WG1532137
Barium 112 1.53 3.06 5 08/26/2020 19:16 WG1532137
Cadmium 0.570 J 0.497 1.22 5 08/26/2020 19:16 WG1532137
Chromium 27.6 2.74 6.12 5 08/26/2020 19:16 WG1532137
Lead 33.6 1.22 2.45 5 08/26/2020 19:16 WG1532137
Nickel 11.8 1.47 3.06 5 08/26/2020 19:16 WG1532137
Selenium U 1.24 3.06 5 08/26/2020 19:16 WG1532137
Silver U 0.261 0.612 5 08/26/2020 19:16 WG1532137
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Acetone U 0.0529 0.0725 1 08/26/2020 13:49 WG1532594
Acrylonitrile U 0.00524 0.0181 1 08/26/2020 13:49 WG1532594
Benzene U 0.000677 0.00145 1 08/26/2020 13:49 WG1532594
Bromobenzene U 0.00131 0.0181 1 08/26/2020 13:49 WG1532594
Bromodichloromethane U 0.00105 0.00363 1 08/26/2020 13:49 WG1532594
Bromoform U 0.00170 0.0363 1 08/26/2020 13:49 WG1532594
Bromomethane U 0.00286 0.0181 1 08/26/2020 13:49 WG1532594
n-Butylbenzene U 0.00762 0.0181 1 08/26/2020 13:49 WG1532594
sec-Butylbenzene U 0.00418 0.0181 1 08/26/2020 13:49 WG1532594
tert-Butylbenzene U 0.00283 0.00725 1 08/26/2020 13:49 WG1532594
Carbon tetrachloride U 0.00130 0.00725 1 08/26/2020 13:49 WG1532594
Chlorobenzene U 0.000305 0.00363 1 08/26/2020 13:49 WG1532594
Chlorodibromomethane U 0.000888 0.00363 1 08/26/2020 13:49 WG1532594
Chloroethane U 0.00247 0.00725 1 08/26/2020 13:49 WG1532594
Chloroform U 0.00149 0.00363 1 08/26/2020 13:49 WG1532594
Chloromethane U 0.00631 0.0181 1 08/26/2020 13:49 WG1532594
2-Chlorotoluene U 0.00125 0.00363 1 08/26/2020 13:49 WG1532594
4-Chlorotoluene U 0.000653 0.00725 1 08/26/2020 13:49 WG1532594
1,2-Dibromo-3-Chloropropane U 0.00566 0.0363 1 08/26/2020 13:49 WG1532594
1,2-Dibromoethane U 0.000940 0.00363 1 08/26/2020 13:49 WG1532594
Dibromomethane U 0.00109 0.00725 1 08/26/2020 13:49 WG1532594
1,2-Dichlorobenzene U 0.000617 0.00725 1 08/26/2020 13:49 WG1532594
1,3-Dichlorobenzene U 0.000870 0.00725 1 08/26/2020 13:49 WG1532594
1,4-Dichlorobenzene U 0.00102 0.00725 1 08/26/2020 13:49 WG1532594
Dichlorodifluoromethane U 0.00234 0.00363 1 08/26/2020 13:49 WG1532594
1,1-Dichloroethane U 0.000712 0.00363 1 08/26/2020 13:49 WG1532594
1,2-Dichloroethane U 0.000941 0.00363 1 08/26/2020 13:49 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 14
L1253135
B-8 @ 2'
Collected date/time: 08/18/20 09:55
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
1,1-Dichloroethene U 0.000879 0.00363 1 08/26/2020 13:49 WG1532594
cis-1,2-Dichloroethene U 0.00106 0.00363 1 08/26/2020 13:49 WG1532594
trans-1,2-Dichloroethene U 0.00151 0.00725 1 08/26/2020 13:49 WG1532594
1,2-Dichloropropane U 0.00206 0.00725 1 08/26/2020 13:49 WG1532594
1,1-Dichloropropene U 0.00117 0.00363 1 08/26/2020 13:49 WG1532594
1,3-Dichloropropane U 0.000727 0.00725 1 08/26/2020 13:49 WG1532594
cis-1,3-Dichloropropene U 0.00110 0.00363 1 08/26/2020 13:49 WG1532594
trans-1,3-Dichloropropene U 0.00165 0.00725 1 08/26/2020 13:49 WG1532594
2,2-Dichloropropane U 0.00200 0.00363 1 08/26/2020 13:49 WG1532594
Di-isopropyl ether U 0.000595 0.00145 1 08/26/2020 13:49 WG1532594
Ethylbenzene U 0.00107 0.00363 1 08/26/2020 13:49 WG1532594
Hexachloro-1,3-butadiene U 0.00870 0.0363 1 08/26/2020 13:49 WG1532594
Isopropylbenzene U 0.000617 0.00363 1 08/26/2020 13:49 WG1532594
p-Isopropyltoluene U 0.00370 0.00725 1 08/26/2020 13:49 WG1532594
2-Butanone (MEK)U 0.0921 0.145 1 08/26/2020 13:49 WG1532594
Methylene Chloride U 0.00963 0.0363 1 08/26/2020 13:49 WG1532594
4-Methyl-2-pentanone (MIBK)U 0.00331 0.0363 1 08/26/2020 13:49 WG1532594
Methyl tert-butyl ether U 0.000508 0.00145 1 08/26/2020 13:49 WG1532594
Naphthalene U 0.00708 0.0181 1 08/26/2020 13:49 WG1532594
n-Propylbenzene U 0.00138 0.00725 1 08/26/2020 13:49 WG1532594
Styrene U 0.000332 0.0181 1 08/26/2020 13:49 WG1532594
1,1,1,2-Tetrachloroethane U 0.00138 0.00363 1 08/26/2020 13:49 WG1532594
1,1,2,2-Tetrachloroethane U 0.00101 0.00363 1 08/26/2020 13:49 WG1532594
1,1,2-Trichlorotrifluoroethane U 0.00109 0.00363 1 08/26/2020 13:49 WG1532594
Tetrachloroethene U 0.00130 0.00363 1 08/26/2020 13:49 WG1532594
Toluene U 0.00189 0.00725 1 08/26/2020 13:49 WG1532594
1,2,3-Trichlorobenzene U 0.0106 0.0181 1 08/26/2020 13:49 WG1532594
1,2,4-Trichlorobenzene U 0.00638 0.0181 1 08/26/2020 13:49 WG1532594
1,1,1-Trichloroethane U 0.00134 0.00363 1 08/26/2020 13:49 WG1532594
1,1,2-Trichloroethane U 0.000866 0.00363 1 08/26/2020 13:49 WG1532594
Trichloroethene U 0.000847 0.00145 1 08/26/2020 13:49 WG1532594
Trichlorofluoromethane U 0.00120 0.00363 1 08/26/2020 13:49 WG1532594
1,2,3-Trichloropropane U 0.00235 0.0181 1 08/26/2020 13:49 WG1532594
1,2,4-Trimethylbenzene U 0.00229 0.00725 1 08/26/2020 13:49 WG1532594
1,2,3-Trimethylbenzene U 0.00229 0.00725 1 08/26/2020 13:49 WG1532594
1,3,5-Trimethylbenzene U 0.00290 0.00725 1 08/26/2020 13:49 WG1532594
Vinyl chloride U 0.00168 0.00363 1 08/26/2020 13:49 WG1532594
Xylenes, Total U 0.00128 0.00943 1 08/26/2020 13:49 WG1532594
(S) Toluene-d8 105 75.0-131 08/26/2020 13:49 WG1532594
(S) 4-Bromofluorobenzene 91.6 67.0-138 08/26/2020 13:49 WG1532594
(S) 1,2-Dichloroethane-d4 99.1 70.0-130 08/26/2020 13:49 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 15
L1253135
B-8 @ 8'
Collected date/time: 08/18/20 10:05
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 60.9 1 08/26/2020 23:14 WG1532076
Wet Chemistry by Method 3060A/7196A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Chromium,Hexavalent U 1.05 3.29 1 08/28/2020 18:15 WG1533425
Mercury by Method 7471A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Mercury 0.0326 J 0.0296 0.0657 1 08/26/2020 11:38 WG1532261
Metals (ICPMS) by Method 6020
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 6.29 0.693 1.64 5 08/26/2020 19:26 WG1532137
Barium 226 2.05 4.11 5 08/26/2020 19:26 WG1532137
Cadmium U 0.667 1.64 5 08/26/2020 19:26 WG1532137
Chromium 149 3.68 8.22 5 08/26/2020 19:26 WG1532137
Lead 7.31 1.64 3.29 5 08/26/2020 19:26 WG1532137
Nickel 161 1.97 4.11 5 08/26/2020 19:26 WG1532137
Selenium 2.61 J 1.66 4.11 5 08/26/2020 19:26 WG1532137
Silver U 0.350 0.822 5 08/26/2020 19:26 WG1532137
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Acetone U 0.0834 0.114 1 08/26/2020 14:26 WG1532594
Acrylonitrile U 0.00824 0.0285 1 08/26/2020 14:26 WG1532594
Benzene U 0.00107 0.00228 1 08/26/2020 14:26 WG1532594
Bromobenzene U 0.00206 0.0285 1 08/26/2020 14:26 WG1532594
Bromodichloromethane U 0.00166 0.00571 1 08/26/2020 14:26 WG1532594
Bromoform U 0.00267 0.0571 1 08/26/2020 14:26 WG1532594
Bromomethane U 0.00450 0.0285 1 08/26/2020 14:26 WG1532594
n-Butylbenzene U 0.0120 0.0285 1 08/26/2020 14:26 WG1532594
sec-Butylbenzene U 0.00658 0.0285 1 08/26/2020 14:26 WG1532594
tert-Butylbenzene U 0.00445 0.0114 1 08/26/2020 14:26 WG1532594
Carbon tetrachloride U 0.00205 0.0114 1 08/26/2020 14:26 WG1532594
Chlorobenzene U 0.000480 0.00571 1 08/26/2020 14:26 WG1532594
Chlorodibromomethane U 0.00140 0.00571 1 08/26/2020 14:26 WG1532594
Chloroethane U 0.00388 0.0114 1 08/26/2020 14:26 WG1532594
Chloroform U 0.00235 0.00571 1 08/26/2020 14:26 WG1532594
Chloromethane U 0.00993 0.0285 1 08/26/2020 14:26 WG1532594
2-Chlorotoluene U 0.00198 0.00571 1 08/26/2020 14:26 WG1532594
4-Chlorotoluene U 0.00103 0.0114 1 08/26/2020 14:26 WG1532594
1,2-Dibromo-3-Chloropropane U 0.00891 0.0571 1 08/26/2020 14:26 WG1532594
1,2-Dibromoethane U 0.00148 0.00571 1 08/26/2020 14:26 WG1532594
Dibromomethane U 0.00171 0.0114 1 08/26/2020 14:26 WG1532594
1,2-Dichlorobenzene U 0.000971 0.0114 1 08/26/2020 14:26 WG1532594
1,3-Dichlorobenzene U 0.00137 0.0114 1 08/26/2020 14:26 WG1532594
1,4-Dichlorobenzene U 0.00160 0.0114 1 08/26/2020 14:26 WG1532594
Dichlorodifluoromethane U 0.00368 0.00571 1 08/26/2020 14:26 WG1532594
1,1-Dichloroethane U 0.00112 0.00571 1 08/26/2020 14:26 WG1532594
1,2-Dichloroethane U 0.00148 0.00571 1 08/26/2020 14:26 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 15
L1253135
B-8 @ 8'
Collected date/time: 08/18/20 10:05
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
1,1-Dichloroethene U 0.00138 0.00571 1 08/26/2020 14:26 WG1532594
cis-1,2-Dichloroethene U 0.00168 0.00571 1 08/26/2020 14:26 WG1532594
trans-1,2-Dichloroethene U 0.00238 0.0114 1 08/26/2020 14:26 WG1532594
1,2-Dichloropropane U 0.00324 0.0114 1 08/26/2020 14:26 WG1532594
1,1-Dichloropropene U 0.00185 0.00571 1 08/26/2020 14:26 WG1532594
1,3-Dichloropropane U 0.00114 0.0114 1 08/26/2020 14:26 WG1532594
cis-1,3-Dichloropropene U 0.00173 0.00571 1 08/26/2020 14:26 WG1532594
trans-1,3-Dichloropropene U 0.00260 0.0114 1 08/26/2020 14:26 WG1532594
2,2-Dichloropropane U 0.00315 0.00571 1 08/26/2020 14:26 WG1532594
Di-isopropyl ether U 0.000936 0.00228 1 08/26/2020 14:26 WG1532594
Ethylbenzene U 0.00168 0.00571 1 08/26/2020 14:26 WG1532594
Hexachloro-1,3-butadiene U 0.0137 0.0571 1 08/26/2020 14:26 WG1532594
Isopropylbenzene U 0.000971 0.00571 1 08/26/2020 14:26 WG1532594
p-Isopropyltoluene U 0.00582 0.0114 1 08/26/2020 14:26 WG1532594
2-Butanone (MEK)U 0.145 0.228 1 08/26/2020 14:26 WG1532594
Methylene Chloride U 0.0152 0.0571 1 08/26/2020 14:26 WG1532594
4-Methyl-2-pentanone (MIBK)U 0.00521 0.0571 1 08/26/2020 14:26 WG1532594
Methyl tert-butyl ether U 0.000799 0.00228 1 08/26/2020 14:26 WG1532594
Naphthalene U 0.0111 0.0285 1 08/26/2020 14:26 WG1532594
n-Propylbenzene U 0.00217 0.0114 1 08/26/2020 14:26 WG1532594
Styrene U 0.000523 0.0285 1 08/26/2020 14:26 WG1532594
1,1,1,2-Tetrachloroethane U 0.00217 0.00571 1 08/26/2020 14:26 WG1532594
1,1,2,2-Tetrachloroethane U 0.00159 0.00571 1 08/26/2020 14:26 WG1532594
1,1,2-Trichlorotrifluoroethane U 0.00172 0.00571 1 08/26/2020 14:26 WG1532594
Tetrachloroethene U 0.00205 0.00571 1 08/26/2020 14:26 WG1532594
Toluene U 0.00297 0.0114 1 08/26/2020 14:26 WG1532594
1,2,3-Trichlorobenzene U 0.0167 0.0285 1 08/26/2020 14:26 WG1532594
1,2,4-Trichlorobenzene U 0.0100 0.0285 1 08/26/2020 14:26 WG1532594
1,1,1-Trichloroethane U 0.00211 0.00571 1 08/26/2020 14:26 WG1532594
1,1,2-Trichloroethane U 0.00136 0.00571 1 08/26/2020 14:26 WG1532594
Trichloroethene U 0.00133 0.00228 1 08/26/2020 14:26 WG1532594
Trichlorofluoromethane U 0.00189 0.00571 1 08/26/2020 14:26 WG1532594
1,2,3-Trichloropropane U 0.00370 0.0285 1 08/26/2020 14:26 WG1532594
1,2,4-Trimethylbenzene U 0.00361 0.0114 1 08/26/2020 14:26 WG1532594
1,2,3-Trimethylbenzene U 0.00361 0.0114 1 08/26/2020 14:26 WG1532594
1,3,5-Trimethylbenzene U 0.00457 0.0114 1 08/26/2020 14:26 WG1532594
Vinyl chloride U 0.00265 0.00571 1 08/26/2020 14:26 WG1532594
Xylenes, Total U 0.00201 0.0148 1 08/26/2020 14:26 WG1532594
(S) Toluene-d8 105 75.0-131 08/26/2020 14:26 WG1532594
(S) 4-Bromofluorobenzene 93.1 67.0-138 08/26/2020 14:26 WG1532594
(S) 1,2-Dichloroethane-d4 101 70.0-130 08/26/2020 14:26 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 16
L1253135
B-9 @ 1.5'
Collected date/time: 08/18/20 10:50
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 70.2 1 08/26/2020 23:14 WG1532076
Wet Chemistry by Method 3060A/7196A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Chromium,Hexavalent U 0.912 2.85 1 08/28/2020 18:17 WG1533425
Mercury by Method 7471A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Mercury 0.118 0.0256 0.0570 1 08/26/2020 11:40 WG1532261
Metals (ICPMS) by Method 6020
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 19.5 0.601 1.42 5 08/26/2020 19:29 WG1532137
Barium 189 1.78 3.56 5 08/26/2020 19:29 WG1532137
Cadmium 2.00 0.578 1.42 5 08/26/2020 19:29 WG1532137
Chromium 232 3.19 7.12 5 08/26/2020 19:29 WG1532137
Lead 108 1.42 2.85 5 08/26/2020 19:29 WG1532137
Nickel 10.6 1.71 3.56 5 08/26/2020 19:29 WG1532137
Selenium 1.58 J 1.44 3.56 5 08/26/2020 19:29 WG1532137
Silver 0.320 J 0.303 0.712 5 08/26/2020 19:29 WG1532137
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Acetone U 0.0675 0.0925 1 08/26/2020 14:46 WG1532594
Acrylonitrile U 0.00668 0.0231 1 08/26/2020 14:46 WG1532594
Benzene U 0.000864 0.00185 1 08/26/2020 14:46 WG1532594
Bromobenzene U 0.00167 0.0231 1 08/26/2020 14:46 WG1532594
Bromodichloromethane U 0.00134 0.00463 1 08/26/2020 14:46 WG1532594
Bromoform U 0.00217 0.0463 1 08/26/2020 14:46 WG1532594
Bromomethane U 0.00365 0.0231 1 08/26/2020 14:46 WG1532594
n-Butylbenzene U 0.00971 0.0231 1 08/26/2020 14:46 WG1532594
sec-Butylbenzene U 0.00533 0.0231 1 08/26/2020 14:46 WG1532594
tert-Butylbenzene U 0.00361 0.00925 1 08/26/2020 14:46 WG1532594
Carbon tetrachloride U 0.00166 0.00925 1 08/26/2020 14:46 WG1532594
Chlorobenzene U 0.000389 0.00463 1 08/26/2020 14:46 WG1532594
Chlorodibromomethane U 0.00113 0.00463 1 08/26/2020 14:46 WG1532594
Chloroethane U 0.00315 0.00925 1 08/26/2020 14:46 WG1532594
Chloroform U 0.00191 0.00463 1 08/26/2020 14:46 WG1532594
Chloromethane U 0.00805 0.0231 1 08/26/2020 14:46 WG1532594
2-Chlorotoluene U 0.00160 0.00463 1 08/26/2020 14:46 WG1532594
4-Chlorotoluene U 0.000833 0.00925 1 08/26/2020 14:46 WG1532594
1,2-Dibromo-3-Chloropropane U 0.00722 0.0463 1 08/26/2020 14:46 WG1532594
1,2-Dibromoethane U 0.00120 0.00463 1 08/26/2020 14:46 WG1532594
Dibromomethane U 0.00139 0.00925 1 08/26/2020 14:46 WG1532594
1,2-Dichlorobenzene U 0.000786 0.00925 1 08/26/2020 14:46 WG1532594
1,3-Dichlorobenzene U 0.00111 0.00925 1 08/26/2020 14:46 WG1532594
1,4-Dichlorobenzene U 0.00130 0.00925 1 08/26/2020 14:46 WG1532594
Dichlorodifluoromethane U 0.00298 0.00463 1 08/26/2020 14:46 WG1532594
1,1-Dichloroethane U 0.000909 0.00463 1 08/26/2020 14:46 WG1532594
1,2-Dichloroethane U 0.00120 0.00463 1 08/26/2020 14:46 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 16
L1253135
B-9 @ 1.5'
Collected date/time: 08/18/20 10:50
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
1,1-Dichloroethene U 0.00112 0.00463 1 08/26/2020 14:46 WG1532594
cis-1,2-Dichloroethene U 0.00136 0.00463 1 08/26/2020 14:46 WG1532594
trans-1,2-Dichloroethene U 0.00192 0.00925 1 08/26/2020 14:46 WG1532594
1,2-Dichloropropane U 0.00263 0.00925 1 08/26/2020 14:46 WG1532594
1,1-Dichloropropene U 0.00150 0.00463 1 08/26/2020 14:46 WG1532594
1,3-Dichloropropane U 0.000927 0.00925 1 08/26/2020 14:46 WG1532594
cis-1,3-Dichloropropene U 0.00140 0.00463 1 08/26/2020 14:46 WG1532594
trans-1,3-Dichloropropene U 0.00211 0.00925 1 08/26/2020 14:46 WG1532594
2,2-Dichloropropane U 0.00255 0.00463 1 08/26/2020 14:46 WG1532594
Di-isopropyl ether U 0.000759 0.00185 1 08/26/2020 14:46 WG1532594
Ethylbenzene U 0.00136 0.00463 1 08/26/2020 14:46 WG1532594
Hexachloro-1,3-butadiene U 0.0111 0.0463 1 08/26/2020 14:46 WG1532594
Isopropylbenzene U 0.000786 0.00463 1 08/26/2020 14:46 WG1532594
p-Isopropyltoluene U 0.00472 0.00925 1 08/26/2020 14:46 WG1532594
2-Butanone (MEK)U 0.118 0.185 1 08/26/2020 14:46 WG1532594
Methylene Chloride U 0.0123 0.0463 1 08/26/2020 14:46 WG1532594
4-Methyl-2-pentanone (MIBK)U 0.00422 0.0463 1 08/26/2020 14:46 WG1532594
Methyl tert-butyl ether U 0.000648 0.00185 1 08/26/2020 14:46 WG1532594
Naphthalene U 0.00903 0.0231 1 08/26/2020 14:46 WG1532594
n-Propylbenzene U 0.00176 0.00925 1 08/26/2020 14:46 WG1532594
Styrene U 0.000424 0.0231 1 08/26/2020 14:46 WG1532594
1,1,1,2-Tetrachloroethane U 0.00175 0.00463 1 08/26/2020 14:46 WG1532594
1,1,2,2-Tetrachloroethane U 0.00129 0.00463 1 08/26/2020 14:46 WG1532594
1,1,2-Trichlorotrifluoroethane U 0.00140 0.00463 1 08/26/2020 14:46 WG1532594
Tetrachloroethene U 0.00166 0.00463 1 08/26/2020 14:46 WG1532594
Toluene U 0.00241 0.00925 1 08/26/2020 14:46 WG1532594
1,2,3-Trichlorobenzene U 0.0136 0.0231 1 08/26/2020 14:46 WG1532594
1,2,4-Trichlorobenzene U 0.00814 0.0231 1 08/26/2020 14:46 WG1532594
1,1,1-Trichloroethane U 0.00171 0.00463 1 08/26/2020 14:46 WG1532594
1,1,2-Trichloroethane U 0.00110 0.00463 1 08/26/2020 14:46 WG1532594
Trichloroethene U 0.00108 0.00185 1 08/26/2020 14:46 WG1532594
Trichlorofluoromethane U 0.00153 0.00463 1 08/26/2020 14:46 WG1532594
1,2,3-Trichloropropane U 0.00300 0.0231 1 08/26/2020 14:46 WG1532594
1,2,4-Trimethylbenzene U 0.00292 0.00925 1 08/26/2020 14:46 WG1532594
1,2,3-Trimethylbenzene U 0.00292 0.00925 1 08/26/2020 14:46 WG1532594
1,3,5-Trimethylbenzene U 0.00370 0.00925 1 08/26/2020 14:46 WG1532594
Vinyl chloride U 0.00215 0.00463 1 08/26/2020 14:46 WG1532594
Xylenes, Total U 0.00163 0.0120 1 08/26/2020 14:46 WG1532594
(S) Toluene-d8 104 75.0-131 08/26/2020 14:46 WG1532594
(S) 4-Bromofluorobenzene 94.7 67.0-138 08/26/2020 14:46 WG1532594
(S) 1,2-Dichloroethane-d4 96.9 70.0-130 08/26/2020 14:46 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 17
L1253135
B-9 @ 8'
Collected date/time: 08/18/20 11:02
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 62.6 1 08/26/2020 23:14 WG1532076
Wet Chemistry by Method 3060A/7196A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Chromium,Hexavalent U 1.02 3.20 1 08/28/2020 18:19 WG1533425
Mercury by Method 7471A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Mercury U 0.0288 0.0639 1 08/26/2020 11:43 WG1532261
Metals (ICPMS) by Method 6020
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 4.95 0.675 1.60 5 08/26/2020 19:36 WG1532137
Barium 212 2.00 4.00 5 08/26/2020 19:36 WG1532137
Cadmium U 0.649 1.60 5 08/26/2020 19:36 WG1532137
Chromium 140 3.58 7.99 5 08/26/2020 19:36 WG1532137
Lead 3.97 1.60 3.20 5 08/26/2020 19:36 WG1532137
Nickel 348 1.92 4.00 5 08/26/2020 19:36 WG1532137
Selenium 1.86 J 1.61 4.00 5 08/26/2020 19:36 WG1532137
Silver U 0.340 0.799 5 08/26/2020 19:36 WG1532137
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Acetone U 0.0802 0.110 1 08/26/2020 15:05 WG1532594
Acrylonitrile U 0.00793 0.0275 1 08/26/2020 15:05 WG1532594
Benzene U 0.00103 0.00220 1 08/26/2020 15:05 WG1532594
Bromobenzene U 0.00198 0.0275 1 08/26/2020 15:05 WG1532594
Bromodichloromethane U 0.00159 0.00549 1 08/26/2020 15:05 WG1532594
Bromoform U 0.00257 0.0549 1 08/26/2020 15:05 WG1532594
Bromomethane U 0.00433 0.0275 1 08/26/2020 15:05 WG1532594
n-Butylbenzene U 0.0115 0.0275 1 08/26/2020 15:05 WG1532594
sec-Butylbenzene U 0.00633 0.0275 1 08/26/2020 15:05 WG1532594
tert-Butylbenzene U 0.00428 0.0110 1 08/26/2020 15:05 WG1532594
Carbon tetrachloride U 0.00197 0.0110 1 08/26/2020 15:05 WG1532594
Chlorobenzene U 0.000461 0.00549 1 08/26/2020 15:05 WG1532594
Chlorodibromomethane U 0.00134 0.00549 1 08/26/2020 15:05 WG1532594
Chloroethane U 0.00373 0.0110 1 08/26/2020 15:05 WG1532594
Chloroform U 0.00226 0.00549 1 08/26/2020 15:05 WG1532594
Chloromethane U 0.00956 0.0275 1 08/26/2020 15:05 WG1532594
2-Chlorotoluene U 0.00190 0.00549 1 08/26/2020 15:05 WG1532594
4-Chlorotoluene U 0.000989 0.0110 1 08/26/2020 15:05 WG1532594
1,2-Dibromo-3-Chloropropane U 0.00857 0.0549 1 08/26/2020 15:05 WG1532594
1,2-Dibromoethane U 0.00142 0.00549 1 08/26/2020 15:05 WG1532594
Dibromomethane U 0.00165 0.0110 1 08/26/2020 15:05 WG1532594
1,2-Dichlorobenzene U 0.000934 0.0110 1 08/26/2020 15:05 WG1532594
1,3-Dichlorobenzene U 0.00132 0.0110 1 08/26/2020 15:05 WG1532594
1,4-Dichlorobenzene U 0.00154 0.0110 1 08/26/2020 15:05 WG1532594
Dichlorodifluoromethane U 0.00354 0.00549 1 08/26/2020 15:05 WG1532594
1,1-Dichloroethane U 0.00108 0.00549 1 08/26/2020 15:05 WG1532594
1,2-Dichloroethane U 0.00143 0.00549 1 08/26/2020 15:05 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 17
L1253135
B-9 @ 8'
Collected date/time: 08/18/20 11:02
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
1,1-Dichloroethene U 0.00133 0.00549 1 08/26/2020 15:05 WG1532594
cis-1,2-Dichloroethene U 0.00161 0.00549 1 08/26/2020 15:05 WG1532594
trans-1,2-Dichloroethene U 0.00228 0.0110 1 08/26/2020 15:05 WG1532594
1,2-Dichloropropane U 0.00312 0.0110 1 08/26/2020 15:05 WG1532594
1,1-Dichloropropene U 0.00178 0.00549 1 08/26/2020 15:05 WG1532594
1,3-Dichloropropane U 0.00110 0.0110 1 08/26/2020 15:05 WG1532594
cis-1,3-Dichloropropene U 0.00166 0.00549 1 08/26/2020 15:05 WG1532594
trans-1,3-Dichloropropene U 0.00250 0.0110 1 08/26/2020 15:05 WG1532594
2,2-Dichloropropane U 0.00303 0.00549 1 08/26/2020 15:05 WG1532594
Di-isopropyl ether U 0.000901 0.00220 1 08/26/2020 15:05 WG1532594
Ethylbenzene U 0.00162 0.00549 1 08/26/2020 15:05 WG1532594
Hexachloro-1,3-butadiene U 0.0132 0.0549 1 08/26/2020 15:05 WG1532594
Isopropylbenzene U 0.000934 0.00549 1 08/26/2020 15:05 WG1532594
p-Isopropyltoluene U 0.00560 0.0110 1 08/26/2020 15:05 WG1532594
2-Butanone (MEK)U 0.140 0.220 1 08/26/2020 15:05 WG1532594
Methylene Chloride U 0.0146 0.0549 1 08/26/2020 15:05 WG1532594
4-Methyl-2-pentanone (MIBK)U 0.00501 0.0549 1 08/26/2020 15:05 WG1532594
Methyl tert-butyl ether U 0.000769 0.00220 1 08/26/2020 15:05 WG1532594
Naphthalene U 0.0107 0.0275 1 08/26/2020 15:05 WG1532594
n-Propylbenzene U 0.00209 0.0110 1 08/26/2020 15:05 WG1532594
Styrene U 0.000503 0.0275 1 08/26/2020 15:05 WG1532594
1,1,1,2-Tetrachloroethane U 0.00208 0.00549 1 08/26/2020 15:05 WG1532594
1,1,2,2-Tetrachloroethane U 0.00153 0.00549 1 08/26/2020 15:05 WG1532594
1,1,2-Trichlorotrifluoroethane U 0.00166 0.00549 1 08/26/2020 15:05 WG1532594
Tetrachloroethene U 0.00197 0.00549 1 08/26/2020 15:05 WG1532594
Toluene U 0.00286 0.0110 1 08/26/2020 15:05 WG1532594
1,2,3-Trichlorobenzene U 0.0161 0.0275 1 08/26/2020 15:05 WG1532594
1,2,4-Trichlorobenzene U 0.00967 0.0275 1 08/26/2020 15:05 WG1532594
1,1,1-Trichloroethane U 0.00203 0.00549 1 08/26/2020 15:05 WG1532594
1,1,2-Trichloroethane U 0.00131 0.00549 1 08/26/2020 15:05 WG1532594
Trichloroethene U 0.00128 0.00220 1 08/26/2020 15:05 WG1532594
Trichlorofluoromethane U 0.00182 0.00549 1 08/26/2020 15:05 WG1532594
1,2,3-Trichloropropane U 0.00356 0.0275 1 08/26/2020 15:05 WG1532594
1,2,4-Trimethylbenzene U 0.00347 0.0110 1 08/26/2020 15:05 WG1532594
1,2,3-Trimethylbenzene U 0.00347 0.0110 1 08/26/2020 15:05 WG1532594
1,3,5-Trimethylbenzene U 0.00439 0.0110 1 08/26/2020 15:05 WG1532594
Vinyl chloride U 0.00255 0.00549 1 08/26/2020 15:05 WG1532594
Xylenes, Total U 0.00193 0.0143 1 08/26/2020 15:05 WG1532594
(S) Toluene-d8 106 75.0-131 08/26/2020 15:05 WG1532594
(S) 4-Bromofluorobenzene 93.8 67.0-138 08/26/2020 15:05 WG1532594
(S) 1,2-Dichloroethane-d4 101 70.0-130 08/26/2020 15:05 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 18
L1253135
B-8 GW
Collected date/time: 08/18/20 11:50
Wet Chemistry by Method 7199
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Hexavalent Chromium U 0.000150 0.000500 1 08/24/2020 20:00 WG1531101
Mercury by Method 7470A
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Mercury U 0.000100 0.000200 1 08/24/2020 13:42 WG1530995
Metals (ICPMS) by Method 6020
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Arsenic 0.00501 0.000735 0.00200 1 08/26/2020 00:38 WG1531332
Barium 0.0800 0.00778 0.0200 1 08/26/2020 00:38 WG1531332
Cadmium U 0.000478 0.00100 1 08/26/2020 00:38 WG1531332
Chromium 0.00266 0.00149 0.00200 1 08/26/2020 00:38 WG1531332
Lead U 0.00249 0.00500 1 08/26/2020 00:38 WG1531332
Nickel 0.0235 0.000952 0.00200 1 08/26/2020 00:38 WG1531332
Selenium 0.00146 J 0.000657 0.00200 1 08/26/2020 10:29 WG1531332
Silver U 0.000513 0.00200 1 08/26/2020 00:38 WG1531332
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Acetone U 0.0113 0.0500 1 08/24/2020 02:00 WG1531158
Acrolein U 0.00254 0.0500 1 08/24/2020 02:00 WG1531158
Acrylonitrile U J3 0.000671 0.0100 1 08/24/2020 02:00 WG1531158
Benzene 0.000144 J 0.0000941 0.00100 1 08/24/2020 02:00 WG1531158
Bromobenzene U 0.000118 0.00100 1 08/24/2020 02:00 WG1531158
Bromodichloromethane U 0.000136 0.00100 1 08/24/2020 02:00 WG1531158
Bromoform U 0.000129 0.00100 1 08/24/2020 02:00 WG1531158
Bromomethane U 0.000605 0.00500 1 08/24/2020 02:00 WG1531158
n-Butylbenzene U J4 0.000157 0.00100 1 08/24/2020 02:00 WG1531158
sec-Butylbenzene U 0.000125 0.00100 1 08/24/2020 02:00 WG1531158
tert-Butylbenzene U 0.000127 0.00100 1 08/24/2020 02:00 WG1531158
Carbon tetrachloride U 0.000128 0.00100 1 08/24/2020 02:00 WG1531158
Chlorobenzene U 0.000116 0.00100 1 08/24/2020 02:00 WG1531158
Chlorodibromomethane U 0.000140 0.00100 1 08/24/2020 02:00 WG1531158
Chloroethane U 0.000192 0.00500 1 08/24/2020 02:00 WG1531158
2-Chloroethyl vinyl ether U 0.000575 0.0500 1 08/24/2020 02:00 WG1531158
Chloroform U 0.000111 0.00500 1 08/24/2020 02:00 WG1531158
Chloromethane U 0.000960 0.00250 1 08/24/2020 02:00 WG1531158
2-Chlorotoluene U 0.000106 0.00100 1 08/24/2020 02:00 WG1531158
4-Chlorotoluene U 0.000114 0.00100 1 08/24/2020 02:00 WG1531158
1,2-Dibromo-3-Chloropropane U 0.000276 0.00500 1 08/24/2020 02:00 WG1531158
1,2-Dibromoethane U 0.000126 0.00100 1 08/24/2020 02:00 WG1531158
Dibromomethane U 0.000122 0.00100 1 08/24/2020 02:00 WG1531158
1,2-Dichlorobenzene U J4 0.000107 0.00100 1 08/24/2020 02:00 WG1531158
1,3-Dichlorobenzene U 0.000110 0.00100 1 08/24/2020 02:00 WG1531158
1,4-Dichlorobenzene U 0.000120 0.00100 1 08/24/2020 02:00 WG1531158
Dichlorodifluoromethane U 0.000374 0.00500 1 08/24/2020 02:00 WG1531158
1,1-Dichloroethane U 0.000100 0.00100 1 08/24/2020 02:00 WG1531158
1,2-Dichloroethane U 0.0000819 0.00100 1 08/24/2020 02:00 WG1531158
1,1-Dichloroethene U 0.000188 0.00100 1 08/24/2020 02:00 WG1531158
cis-1,2-Dichloroethene U 0.000126 0.00100 1 08/24/2020 02:00 WG1531158
trans-1,2-Dichloroethene U 0.000149 0.00100 1 08/24/2020 02:00 WG1531158
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 18
L1253135
B-8 GW
Collected date/time: 08/18/20 11:50
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
1,2-Dichloropropane U 0.000149 0.00100 1 08/24/2020 02:00 WG1531158
1,1-Dichloropropene U 0.000142 0.00100 1 08/24/2020 02:00 WG1531158
1,3-Dichloropropane U 0.000110 0.00100 1 08/24/2020 02:00 WG1531158
cis-1,3-Dichloropropene U 0.000111 0.00100 1 08/24/2020 02:00 WG1531158
trans-1,3-Dichloropropene U 0.000118 0.00100 1 08/24/2020 02:00 WG1531158
2,2-Dichloropropane U 0.000161 0.00100 1 08/24/2020 02:00 WG1531158
Di-isopropyl ether U 0.000105 0.00100 1 08/24/2020 02:00 WG1531158
Ethylbenzene U 0.000137 0.00100 1 08/24/2020 02:00 WG1531158
Hexachloro-1,3-butadiene U 0.000337 0.00100 1 08/24/2020 02:00 WG1531158
Isopropylbenzene U 0.000105 0.00100 1 08/24/2020 02:00 WG1531158
p-Isopropyltoluene U 0.000120 0.00100 1 08/24/2020 02:00 WG1531158
2-Butanone (MEK)0.00153 J 0.00119 0.0100 1 08/24/2020 02:00 WG1531158
Methylene Chloride U 0.000430 0.00500 1 08/24/2020 02:00 WG1531158
4-Methyl-2-pentanone (MIBK)0.000555 J 0.000478 0.0100 1 08/24/2020 02:00 WG1531158
Methyl tert-butyl ether U 0.000101 0.00100 1 08/24/2020 02:00 WG1531158
Naphthalene U 0.00100 0.00500 1 08/24/2020 02:00 WG1531158
n-Propylbenzene U 0.0000993 0.00100 1 08/24/2020 02:00 WG1531158
Styrene U 0.000118 0.00100 1 08/24/2020 02:00 WG1531158
1,1,1,2-Tetrachloroethane U 0.000147 0.00100 1 08/24/2020 02:00 WG1531158
1,1,2,2-Tetrachloroethane U 0.000133 0.00100 1 08/24/2020 02:00 WG1531158
1,1,2-Trichlorotrifluoroethane U 0.000180 0.00100 1 08/24/2020 02:00 WG1531158
Tetrachloroethene U 0.000300 0.00100 1 08/24/2020 02:00 WG1531158
Toluene U 0.000278 0.00100 1 08/24/2020 02:00 WG1531158
1,2,3-Trichlorobenzene U 0.000230 0.00100 1 08/24/2020 02:00 WG1531158
1,2,4-Trichlorobenzene U 0.000481 0.00100 1 08/24/2020 02:00 WG1531158
1,1,1-Trichloroethane U 0.000149 0.00100 1 08/24/2020 02:00 WG1531158
1,1,2-Trichloroethane U 0.000158 0.00100 1 08/24/2020 02:00 WG1531158
Trichloroethene U 0.000190 0.00100 1 08/24/2020 02:00 WG1531158
Trichlorofluoromethane U 0.000160 0.00500 1 08/24/2020 02:00 WG1531158
1,2,3-Trichloropropane U 0.000237 0.00250 1 08/24/2020 02:00 WG1531158
1,2,4-Trimethylbenzene U 0.000322 0.00100 1 08/24/2020 02:00 WG1531158
1,2,3-Trimethylbenzene U 0.000104 0.00100 1 08/24/2020 02:00 WG1531158
1,3,5-Trimethylbenzene U 0.000104 0.00100 1 08/24/2020 02:00 WG1531158
Vinyl chloride U 0.000234 0.00100 1 08/24/2020 02:00 WG1531158
Xylenes, Total U 0.000174 0.00300 1 08/24/2020 02:00 WG1531158
(S) Toluene-d8 105 80.0-120 08/24/2020 02:00 WG1531158
(S) 4-Bromofluorobenzene 105 77.0-126 08/24/2020 02:00 WG1531158
(S) 1,2-Dichloroethane-d4 94.3 70.0-130 08/24/2020 02:00 WG1531158
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 19
L1253135
B-9 GW
Collected date/time: 08/18/20 11:21
Wet Chemistry by Method 7199
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Hexavalent Chromium 1080 7.50 25.0 50000 08/24/2020 20:08 WG1531101
Mercury by Method 7470A
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Mercury U 0.000100 0.000200 1 08/24/2020 13:44 WG1530995
Metals (ICPMS) by Method 6020
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Arsenic 0.00399 0.000735 0.00200 1 08/26/2020 01:28 WG1531332
Barium 0.0454 0.00778 0.0200 1 08/26/2020 01:28 WG1531332
Cadmium U 0.000478 0.00100 1 08/26/2020 01:28 WG1531332
Chromium 1220 0.298 0.400 200 08/26/2020 11:23 WG1531332
Lead U 0.00249 0.00500 1 08/26/2020 01:28 WG1531332
Nickel 0.932 0.000952 0.00200 1 08/26/2020 01:28 WG1531332
Selenium 0.0129 0.000657 0.00200 1 08/26/2020 11:20 WG1531332
Silver U 0.000513 0.00200 1 08/26/2020 01:28 WG1531332
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Acetone 0.0550 0.0113 0.0500 1 08/24/2020 02:20 WG1531158
Acrolein U 0.00254 0.0500 1 08/24/2020 02:20 WG1531158
Acrylonitrile U J3 0.000671 0.0100 1 08/24/2020 02:20 WG1531158
Benzene 0.00147 0.0000941 0.00100 1 08/24/2020 02:20 WG1531158
Bromobenzene U 0.000118 0.00100 1 08/24/2020 02:20 WG1531158
Bromodichloromethane U 0.000136 0.00100 1 08/24/2020 02:20 WG1531158
Bromoform U 0.000129 0.00100 1 08/24/2020 02:20 WG1531158
Bromomethane U 0.000605 0.00500 1 08/24/2020 02:20 WG1531158
n-Butylbenzene U J4 0.000157 0.00100 1 08/24/2020 02:20 WG1531158
sec-Butylbenzene U 0.000125 0.00100 1 08/24/2020 02:20 WG1531158
tert-Butylbenzene U 0.000127 0.00100 1 08/24/2020 02:20 WG1531158
Carbon tetrachloride U 0.000128 0.00100 1 08/24/2020 02:20 WG1531158
Chlorobenzene U 0.000116 0.00100 1 08/24/2020 02:20 WG1531158
Chlorodibromomethane U 0.000140 0.00100 1 08/24/2020 02:20 WG1531158
Chloroethane U 0.000192 0.00500 1 08/24/2020 02:20 WG1531158
2-Chloroethyl vinyl ether U 0.000575 0.0500 1 08/24/2020 02:20 WG1531158
Chloroform 0.00212 J 0.000111 0.00500 1 08/24/2020 02:20 WG1531158
Chloromethane U 0.000960 0.00250 1 08/24/2020 02:20 WG1531158
2-Chlorotoluene U 0.000106 0.00100 1 08/24/2020 02:20 WG1531158
4-Chlorotoluene U 0.000114 0.00100 1 08/24/2020 02:20 WG1531158
1,2-Dibromo-3-Chloropropane U 0.000276 0.00500 1 08/24/2020 02:20 WG1531158
1,2-Dibromoethane U 0.000126 0.00100 1 08/24/2020 02:20 WG1531158
Dibromomethane U 0.000122 0.00100 1 08/24/2020 02:20 WG1531158
1,2-Dichlorobenzene U J4 0.000107 0.00100 1 08/24/2020 02:20 WG1531158
1,3-Dichlorobenzene U 0.000110 0.00100 1 08/24/2020 02:20 WG1531158
1,4-Dichlorobenzene U 0.000120 0.00100 1 08/24/2020 02:20 WG1531158
Dichlorodifluoromethane U 0.000374 0.00500 1 08/24/2020 02:20 WG1531158
1,1-Dichloroethane U 0.000100 0.00100 1 08/24/2020 02:20 WG1531158
1,2-Dichloroethane U 0.0000819 0.00100 1 08/24/2020 02:20 WG1531158
1,1-Dichloroethene U 0.000188 0.00100 1 08/24/2020 02:20 WG1531158
cis-1,2-Dichloroethene U 0.000126 0.00100 1 08/24/2020 02:20 WG1531158
trans-1,2-Dichloroethene U 0.000149 0.00100 1 08/24/2020 02:20 WG1531158
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 19
L1253135
B-9 GW
Collected date/time: 08/18/20 11:21
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
1,2-Dichloropropane U 0.000149 0.00100 1 08/24/2020 02:20 WG1531158
1,1-Dichloropropene U 0.000142 0.00100 1 08/24/2020 02:20 WG1531158
1,3-Dichloropropane U 0.000110 0.00100 1 08/24/2020 02:20 WG1531158
cis-1,3-Dichloropropene U 0.000111 0.00100 1 08/24/2020 02:20 WG1531158
trans-1,3-Dichloropropene U 0.000118 0.00100 1 08/24/2020 02:20 WG1531158
2,2-Dichloropropane U 0.000161 0.00100 1 08/24/2020 02:20 WG1531158
Di-isopropyl ether U 0.000105 0.00100 1 08/24/2020 02:20 WG1531158
Ethylbenzene 0.000211 J 0.000137 0.00100 1 08/24/2020 02:20 WG1531158
Hexachloro-1,3-butadiene U 0.000337 0.00100 1 08/24/2020 02:20 WG1531158
Isopropylbenzene U 0.000105 0.00100 1 08/24/2020 02:20 WG1531158
p-Isopropyltoluene U 0.000120 0.00100 1 08/24/2020 02:20 WG1531158
2-Butanone (MEK)0.00587 J 0.00119 0.0100 1 08/24/2020 02:20 WG1531158
Methylene Chloride U 0.000430 0.00500 1 08/24/2020 02:20 WG1531158
4-Methyl-2-pentanone (MIBK)0.000677 J 0.000478 0.0100 1 08/24/2020 02:20 WG1531158
Methyl tert-butyl ether U 0.000101 0.00100 1 08/24/2020 02:20 WG1531158
Naphthalene U 0.00100 0.00500 1 08/24/2020 02:20 WG1531158
n-Propylbenzene U 0.0000993 0.00100 1 08/24/2020 02:20 WG1531158
Styrene U 0.000118 0.00100 1 08/24/2020 02:20 WG1531158
1,1,1,2-Tetrachloroethane U 0.000147 0.00100 1 08/24/2020 02:20 WG1531158
1,1,2,2-Tetrachloroethane U 0.000133 0.00100 1 08/24/2020 02:20 WG1531158
1,1,2-Trichlorotrifluoroethane U 0.000180 0.00100 1 08/24/2020 02:20 WG1531158
Tetrachloroethene U 0.000300 0.00100 1 08/24/2020 02:20 WG1531158
Toluene 0.00123 0.000278 0.00100 1 08/24/2020 02:20 WG1531158
1,2,3-Trichlorobenzene U 0.000230 0.00100 1 08/24/2020 02:20 WG1531158
1,2,4-Trichlorobenzene U 0.000481 0.00100 1 08/24/2020 02:20 WG1531158
1,1,1-Trichloroethane U 0.000149 0.00100 1 08/24/2020 02:20 WG1531158
1,1,2-Trichloroethane U 0.000158 0.00100 1 08/24/2020 02:20 WG1531158
Trichloroethene U 0.000190 0.00100 1 08/24/2020 02:20 WG1531158
Trichlorofluoromethane U 0.000160 0.00500 1 08/24/2020 02:20 WG1531158
1,2,3-Trichloropropane U 0.000237 0.00250 1 08/24/2020 02:20 WG1531158
1,2,4-Trimethylbenzene U 0.000322 0.00100 1 08/24/2020 02:20 WG1531158
1,2,3-Trimethylbenzene U 0.000104 0.00100 1 08/24/2020 02:20 WG1531158
1,3,5-Trimethylbenzene U 0.000104 0.00100 1 08/24/2020 02:20 WG1531158
Vinyl chloride U 0.000234 0.00100 1 08/24/2020 02:20 WG1531158
Xylenes, Total 0.000407 J 0.000174 0.00300 1 08/24/2020 02:20 WG1531158
(S) Toluene-d8 105 80.0-120 08/24/2020 02:20 WG1531158
(S) 4-Bromofluorobenzene 103 77.0-126 08/24/2020 02:20 WG1531158
(S) 1,2-Dichloroethane-d4 97.0 70.0-130 08/24/2020 02:20 WG1531158
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 20
L1253135
B-10 @ 2'
Collected date/time: 08/18/20 13:14
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 86.5 1 08/26/2020 23:14 WG1532076
Wet Chemistry by Method 3060A/7196A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Chromium,Hexavalent U 0.740 2.31 1 08/28/2020 18:21 WG1533425
Mercury by Method 7471A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Mercury 0.0604 0.0208 0.0462 1 08/26/2020 11:46 WG1532261
Metals (ICPMS) by Method 6020
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 7.21 0.488 1.16 5 08/26/2020 19:39 WG1532137
Barium 117 1.44 2.89 5 08/26/2020 19:39 WG1532137
Cadmium 0.696 J 0.469 1.16 5 08/26/2020 19:39 WG1532137
Chromium 10.9 2.59 5.78 5 08/26/2020 19:39 WG1532137
Lead 48.8 1.16 2.31 5 08/26/2020 19:39 WG1532137
Nickel 7.84 1.39 2.89 5 08/26/2020 19:39 WG1532137
Selenium U 1.17 2.89 5 08/26/2020 19:39 WG1532137
Silver U 0.246 0.578 5 08/26/2020 19:39 WG1532137
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Acetone U 0.0479 0.0656 1 08/26/2020 15:24 WG1532594
Acrylonitrile U 0.00474 0.0164 1 08/26/2020 15:24 WG1532594
Benzene U 0.000613 0.00131 1 08/26/2020 15:24 WG1532594
Bromobenzene U 0.00118 0.0164 1 08/26/2020 15:24 WG1532594
Bromodichloromethane U 0.000952 0.00328 1 08/26/2020 15:24 WG1532594
Bromoform U 0.00154 0.0328 1 08/26/2020 15:24 WG1532594
Bromomethane U 0.00259 0.0164 1 08/26/2020 15:24 WG1532594
n-Butylbenzene U 0.00689 0.0164 1 08/26/2020 15:24 WG1532594
sec-Butylbenzene U 0.00378 0.0164 1 08/26/2020 15:24 WG1532594
tert-Butylbenzene U 0.00256 0.00656 1 08/26/2020 15:24 WG1532594
Carbon tetrachloride U 0.00118 0.00656 1 08/26/2020 15:24 WG1532594
Chlorobenzene U 0.000276 0.00328 1 08/26/2020 15:24 WG1532594
Chlorodibromomethane U 0.000803 0.00328 1 08/26/2020 15:24 WG1532594
Chloroethane U 0.00223 0.00656 1 08/26/2020 15:24 WG1532594
Chloroform U 0.00135 0.00328 1 08/26/2020 15:24 WG1532594
Chloromethane U 0.00571 0.0164 1 08/26/2020 15:24 WG1532594
2-Chlorotoluene U 0.00114 0.00328 1 08/26/2020 15:24 WG1532594
4-Chlorotoluene U 0.000591 0.00656 1 08/26/2020 15:24 WG1532594
1,2-Dibromo-3-Chloropropane U 0.00512 0.0328 1 08/26/2020 15:24 WG1532594
1,2-Dibromoethane U 0.000851 0.00328 1 08/26/2020 15:24 WG1532594
Dibromomethane U 0.000985 0.00656 1 08/26/2020 15:24 WG1532594
1,2-Dichlorobenzene U 0.000558 0.00656 1 08/26/2020 15:24 WG1532594
1,3-Dichlorobenzene U 0.000788 0.00656 1 08/26/2020 15:24 WG1532594
1,4-Dichlorobenzene U 0.000919 0.00656 1 08/26/2020 15:24 WG1532594
Dichlorodifluoromethane U 0.00211 0.00328 1 08/26/2020 15:24 WG1532594
1,1-Dichloroethane U 0.000645 0.00328 1 08/26/2020 15:24 WG1532594
1,2-Dichloroethane U 0.000852 0.00328 1 08/26/2020 15:24 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 20
L1253135
B-10 @ 2'
Collected date/time: 08/18/20 13:14
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
1,1-Dichloroethene U 0.000795 0.00328 1 08/26/2020 15:24 WG1532594
cis-1,2-Dichloroethene U 0.000964 0.00328 1 08/26/2020 15:24 WG1532594
trans-1,2-Dichloroethene U 0.00137 0.00656 1 08/26/2020 15:24 WG1532594
1,2-Dichloropropane U 0.00186 0.00656 1 08/26/2020 15:24 WG1532594
1,1-Dichloropropene U 0.00106 0.00328 1 08/26/2020 15:24 WG1532594
1,3-Dichloropropane U 0.000658 0.00656 1 08/26/2020 15:24 WG1532594
cis-1,3-Dichloropropene U 0.000994 0.00328 1 08/26/2020 15:24 WG1532594
trans-1,3-Dichloropropene U 0.00150 0.00656 1 08/26/2020 15:24 WG1532594
2,2-Dichloropropane U 0.00181 0.00328 1 08/26/2020 15:24 WG1532594
Di-isopropyl ether U 0.000538 0.00131 1 08/26/2020 15:24 WG1532594
Ethylbenzene U 0.000967 0.00328 1 08/26/2020 15:24 WG1532594
Hexachloro-1,3-butadiene U 0.00788 0.0328 1 08/26/2020 15:24 WG1532594
Isopropylbenzene U 0.000558 0.00328 1 08/26/2020 15:24 WG1532594
p-Isopropyltoluene U 0.00335 0.00656 1 08/26/2020 15:24 WG1532594
2-Butanone (MEK)U 0.0834 0.131 1 08/26/2020 15:24 WG1532594
Methylene Chloride U 0.00872 0.0328 1 08/26/2020 15:24 WG1532594
4-Methyl-2-pentanone (MIBK)U 0.00299 0.0328 1 08/26/2020 15:24 WG1532594
Methyl tert-butyl ether U 0.000459 0.00131 1 08/26/2020 15:24 WG1532594
Naphthalene U 0.00641 0.0164 1 08/26/2020 15:24 WG1532594
n-Propylbenzene U 0.00125 0.00656 1 08/26/2020 15:24 WG1532594
Styrene U 0.000301 0.0164 1 08/26/2020 15:24 WG1532594
1,1,1,2-Tetrachloroethane U 0.00124 0.00328 1 08/26/2020 15:24 WG1532594
1,1,2,2-Tetrachloroethane U 0.000912 0.00328 1 08/26/2020 15:24 WG1532594
1,1,2-Trichlorotrifluoroethane U 0.000990 0.00328 1 08/26/2020 15:24 WG1532594
Tetrachloroethene 0.0228 0.00118 0.00328 1 08/26/2020 15:24 WG1532594
Toluene U 0.00171 0.00656 1 08/26/2020 15:24 WG1532594
1,2,3-Trichlorobenzene U 0.00962 0.0164 1 08/26/2020 15:24 WG1532594
1,2,4-Trichlorobenzene U 0.00578 0.0164 1 08/26/2020 15:24 WG1532594
1,1,1-Trichloroethane U 0.00121 0.00328 1 08/26/2020 15:24 WG1532594
1,1,2-Trichloroethane U 0.000784 0.00328 1 08/26/2020 15:24 WG1532594
Trichloroethene U 0.000767 0.00131 1 08/26/2020 15:24 WG1532594
Trichlorofluoromethane U 0.00109 0.00328 1 08/26/2020 15:24 WG1532594
1,2,3-Trichloropropane U 0.00213 0.0164 1 08/26/2020 15:24 WG1532594
1,2,4-Trimethylbenzene U 0.00207 0.00656 1 08/26/2020 15:24 WG1532594
1,2,3-Trimethylbenzene U 0.00207 0.00656 1 08/26/2020 15:24 WG1532594
1,3,5-Trimethylbenzene U 0.00263 0.00656 1 08/26/2020 15:24 WG1532594
Vinyl chloride U 0.00152 0.00328 1 08/26/2020 15:24 WG1532594
Xylenes, Total U 0.00116 0.00853 1 08/26/2020 15:24 WG1532594
(S) Toluene-d8 106 75.0-131 08/26/2020 15:24 WG1532594
(S) 4-Bromofluorobenzene 94.9 67.0-138 08/26/2020 15:24 WG1532594
(S) 1,2-Dichloroethane-d4 99.7 70.0-130 08/26/2020 15:24 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 21
L1253135
B-10 @ 7'
Collected date/time: 08/18/20 13:18
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 60.6 1 08/26/2020 23:14 WG1532076
Wet Chemistry by Method 3060A/7196A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Chromium,Hexavalent 3.93 1.06 3.30 1 08/28/2020 18:24 WG1533425
Mercury by Method 7471A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Mercury U 0.0297 0.0660 1 08/26/2020 10:49 WG1532261
Metals (ICPMS) by Method 6020
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 12.3 0.696 1.65 5 08/26/2020 19:42 WG1532137
Barium 203 2.06 4.13 5 08/26/2020 19:42 WG1532137
Cadmium U 0.670 1.65 5 08/26/2020 19:42 WG1532137
Chromium 25.2 3.70 8.25 5 08/26/2020 19:42 WG1532137
Lead 10.8 1.65 3.30 5 08/26/2020 19:42 WG1532137
Nickel 17.8 1.98 4.13 5 08/26/2020 19:42 WG1532137
Selenium 2.14 J 1.67 4.13 5 08/26/2020 19:42 WG1532137
Silver U 0.352 0.825 5 08/26/2020 19:42 WG1532137
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Acetone U 0.0840 0.115 1 08/26/2020 15:43 WG1532594
Acrylonitrile U 0.00831 0.0288 1 08/26/2020 15:43 WG1532594
Benzene U 0.00108 0.00230 1 08/26/2020 15:43 WG1532594
Bromobenzene U 0.00207 0.0288 1 08/26/2020 15:43 WG1532594
Bromodichloromethane U 0.00167 0.00576 1 08/26/2020 15:43 WG1532594
Bromoform U 0.00269 0.0576 1 08/26/2020 15:43 WG1532594
Bromomethane U 0.00454 0.0288 1 08/26/2020 15:43 WG1532594
n-Butylbenzene U 0.0121 0.0288 1 08/26/2020 15:43 WG1532594
sec-Butylbenzene U 0.00663 0.0288 1 08/26/2020 15:43 WG1532594
tert-Butylbenzene U 0.00449 0.0115 1 08/26/2020 15:43 WG1532594
Carbon tetrachloride U 0.00207 0.0115 1 08/26/2020 15:43 WG1532594
Chlorobenzene U 0.000483 0.00576 1 08/26/2020 15:43 WG1532594
Chlorodibromomethane U 0.00141 0.00576 1 08/26/2020 15:43 WG1532594
Chloroethane U 0.00391 0.0115 1 08/26/2020 15:43 WG1532594
Chloroform U 0.00237 0.00576 1 08/26/2020 15:43 WG1532594
Chloromethane U 0.0100 0.0288 1 08/26/2020 15:43 WG1532594
2-Chlorotoluene U 0.00199 0.00576 1 08/26/2020 15:43 WG1532594
4-Chlorotoluene U 0.00104 0.0115 1 08/26/2020 15:43 WG1532594
1,2-Dibromo-3-Chloropropane U 0.00898 0.0576 1 08/26/2020 15:43 WG1532594
1,2-Dibromoethane U 0.00149 0.00576 1 08/26/2020 15:43 WG1532594
Dibromomethane U 0.00173 0.0115 1 08/26/2020 15:43 WG1532594
1,2-Dichlorobenzene U 0.000978 0.0115 1 08/26/2020 15:43 WG1532594
1,3-Dichlorobenzene U 0.00138 0.0115 1 08/26/2020 15:43 WG1532594
1,4-Dichlorobenzene U 0.00161 0.0115 1 08/26/2020 15:43 WG1532594
Dichlorodifluoromethane U 0.00371 0.00576 1 08/26/2020 15:43 WG1532594
1,1-Dichloroethane U 0.00113 0.00576 1 08/26/2020 15:43 WG1532594
1,2-Dichloroethane U 0.00149 0.00576 1 08/26/2020 15:43 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 21
L1253135
B-10 @ 7'
Collected date/time: 08/18/20 13:18
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
1,1-Dichloroethene U 0.00140 0.00576 1 08/26/2020 15:43 WG1532594
cis-1,2-Dichloroethene U 0.00169 0.00576 1 08/26/2020 15:43 WG1532594
trans-1,2-Dichloroethene U 0.00239 0.0115 1 08/26/2020 15:43 WG1532594
1,2-Dichloropropane U 0.00327 0.0115 1 08/26/2020 15:43 WG1532594
1,1-Dichloropropene U 0.00186 0.00576 1 08/26/2020 15:43 WG1532594
1,3-Dichloropropane U 0.00115 0.0115 1 08/26/2020 15:43 WG1532594
cis-1,3-Dichloropropene U 0.00174 0.00576 1 08/26/2020 15:43 WG1532594
trans-1,3-Dichloropropene U 0.00262 0.0115 1 08/26/2020 15:43 WG1532594
2,2-Dichloropropane U 0.00318 0.00576 1 08/26/2020 15:43 WG1532594
Di-isopropyl ether U 0.000944 0.00230 1 08/26/2020 15:43 WG1532594
Ethylbenzene U 0.00170 0.00576 1 08/26/2020 15:43 WG1532594
Hexachloro-1,3-butadiene U 0.0138 0.0576 1 08/26/2020 15:43 WG1532594
Isopropylbenzene U 0.000978 0.00576 1 08/26/2020 15:43 WG1532594
p-Isopropyltoluene U 0.00587 0.0115 1 08/26/2020 15:43 WG1532594
2-Butanone (MEK)U 0.146 0.230 1 08/26/2020 15:43 WG1532594
Methylene Chloride U 0.0153 0.0576 1 08/26/2020 15:43 WG1532594
4-Methyl-2-pentanone (MIBK)U 0.00525 0.0576 1 08/26/2020 15:43 WG1532594
Methyl tert-butyl ether U 0.000806 0.00230 1 08/26/2020 15:43 WG1532594
Naphthalene U 0.0112 0.0288 1 08/26/2020 15:43 WG1532594
n-Propylbenzene U 0.00219 0.0115 1 08/26/2020 15:43 WG1532594
Styrene U 0.000527 0.0288 1 08/26/2020 15:43 WG1532594
1,1,1,2-Tetrachloroethane U 0.00218 0.00576 1 08/26/2020 15:43 WG1532594
1,1,2,2-Tetrachloroethane U 0.00160 0.00576 1 08/26/2020 15:43 WG1532594
1,1,2-Trichlorotrifluoroethane U 0.00174 0.00576 1 08/26/2020 15:43 WG1532594
Tetrachloroethene 0.0208 0.00206 0.00576 1 08/26/2020 15:43 WG1532594
Toluene U 0.00299 0.0115 1 08/26/2020 15:43 WG1532594
1,2,3-Trichlorobenzene U 0.0169 0.0288 1 08/26/2020 15:43 WG1532594
1,2,4-Trichlorobenzene U 0.0101 0.0288 1 08/26/2020 15:43 WG1532594
1,1,1-Trichloroethane U 0.00212 0.00576 1 08/26/2020 15:43 WG1532594
1,1,2-Trichloroethane U 0.00137 0.00576 1 08/26/2020 15:43 WG1532594
Trichloroethene U 0.00134 0.00230 1 08/26/2020 15:43 WG1532594
Trichlorofluoromethane U 0.00190 0.00576 1 08/26/2020 15:43 WG1532594
1,2,3-Trichloropropane U 0.00373 0.0288 1 08/26/2020 15:43 WG1532594
1,2,4-Trimethylbenzene U 0.00364 0.0115 1 08/26/2020 15:43 WG1532594
1,2,3-Trimethylbenzene U 0.00364 0.0115 1 08/26/2020 15:43 WG1532594
1,3,5-Trimethylbenzene U 0.00460 0.0115 1 08/26/2020 15:43 WG1532594
Vinyl chloride U 0.00267 0.00576 1 08/26/2020 15:43 WG1532594
Xylenes, Total U 0.00203 0.0150 1 08/26/2020 15:43 WG1532594
(S) Toluene-d8 104 75.0-131 08/26/2020 15:43 WG1532594
(S) 4-Bromofluorobenzene 92.6 67.0-138 08/26/2020 15:43 WG1532594
(S) 1,2-Dichloroethane-d4 100 70.0-130 08/26/2020 15:43 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 22
L1253135
B-10 GW
Collected date/time: 08/18/20 13:35
Wet Chemistry by Method 7199
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Hexavalent Chromium 0.185 0.00150 0.00500 10 08/24/2020 23:30 WG1531101
Mercury by Method 7470A
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Mercury U 0.000100 0.000200 1 08/24/2020 13:46 WG1530995
Metals (ICPMS) by Method 6020
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Arsenic 0.00384 0.000735 0.00200 1 08/26/2020 00:41 WG1531332
Barium 0.0867 0.00778 0.0200 1 08/26/2020 00:41 WG1531332
Cadmium U 0.000478 0.00100 1 08/26/2020 00:41 WG1531332
Chromium 0.110 0.00149 0.00200 1 08/26/2020 00:41 WG1531332
Lead U 0.00249 0.00500 1 08/26/2020 00:41 WG1531332
Nickel 0.0386 0.000952 0.00200 1 08/26/2020 00:41 WG1531332
Selenium 0.00698 0.000657 0.00200 1 08/26/2020 10:32 WG1531332
Silver U 0.000513 0.00200 1 08/26/2020 00:41 WG1531332
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Acetone U 0.0113 0.0500 1 08/24/2020 02:40 WG1531158
Acrolein U 0.00254 0.0500 1 08/24/2020 02:40 WG1531158
Acrylonitrile U J3 0.000671 0.0100 1 08/24/2020 02:40 WG1531158
Benzene 0.000578 J 0.0000941 0.00100 1 08/24/2020 02:40 WG1531158
Bromobenzene U 0.000118 0.00100 1 08/24/2020 02:40 WG1531158
Bromodichloromethane U 0.000136 0.00100 1 08/24/2020 02:40 WG1531158
Bromoform U 0.000129 0.00100 1 08/24/2020 02:40 WG1531158
Bromomethane U 0.000605 0.00500 1 08/24/2020 02:40 WG1531158
n-Butylbenzene U J4 0.000157 0.00100 1 08/24/2020 02:40 WG1531158
sec-Butylbenzene U 0.000125 0.00100 1 08/24/2020 02:40 WG1531158
tert-Butylbenzene U 0.000127 0.00100 1 08/24/2020 02:40 WG1531158
Carbon tetrachloride U 0.000128 0.00100 1 08/24/2020 02:40 WG1531158
Chlorobenzene U 0.000116 0.00100 1 08/24/2020 02:40 WG1531158
Chlorodibromomethane U 0.000140 0.00100 1 08/24/2020 02:40 WG1531158
Chloroethane U 0.000192 0.00500 1 08/24/2020 02:40 WG1531158
2-Chloroethyl vinyl ether U 0.000575 0.0500 1 08/24/2020 02:40 WG1531158
Chloroform 0.000303 J 0.000111 0.00500 1 08/24/2020 02:40 WG1531158
Chloromethane U 0.000960 0.00250 1 08/24/2020 02:40 WG1531158
2-Chlorotoluene U 0.000106 0.00100 1 08/24/2020 02:40 WG1531158
4-Chlorotoluene U 0.000114 0.00100 1 08/24/2020 02:40 WG1531158
1,2-Dibromo-3-Chloropropane U 0.000276 0.00500 1 08/24/2020 02:40 WG1531158
1,2-Dibromoethane U 0.000126 0.00100 1 08/24/2020 02:40 WG1531158
Dibromomethane U 0.000122 0.00100 1 08/24/2020 02:40 WG1531158
1,2-Dichlorobenzene U J4 0.000107 0.00100 1 08/24/2020 02:40 WG1531158
1,3-Dichlorobenzene U 0.000110 0.00100 1 08/24/2020 02:40 WG1531158
1,4-Dichlorobenzene U 0.000120 0.00100 1 08/24/2020 02:40 WG1531158
Dichlorodifluoromethane U 0.000374 0.00500 1 08/24/2020 02:40 WG1531158
1,1-Dichloroethane U 0.000100 0.00100 1 08/24/2020 02:40 WG1531158
1,2-Dichloroethane U 0.0000819 0.00100 1 08/24/2020 02:40 WG1531158
1,1-Dichloroethene U 0.000188 0.00100 1 08/24/2020 02:40 WG1531158
cis-1,2-Dichloroethene U 0.000126 0.00100 1 08/24/2020 02:40 WG1531158
trans-1,2-Dichloroethene U 0.000149 0.00100 1 08/24/2020 02:40 WG1531158
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 22
L1253135
B-10 GW
Collected date/time: 08/18/20 13:35
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
1,2-Dichloropropane U 0.000149 0.00100 1 08/24/2020 02:40 WG1531158
1,1-Dichloropropene U 0.000142 0.00100 1 08/24/2020 02:40 WG1531158
1,3-Dichloropropane U 0.000110 0.00100 1 08/24/2020 02:40 WG1531158
cis-1,3-Dichloropropene U 0.000111 0.00100 1 08/24/2020 02:40 WG1531158
trans-1,3-Dichloropropene U 0.000118 0.00100 1 08/24/2020 02:40 WG1531158
2,2-Dichloropropane U 0.000161 0.00100 1 08/24/2020 02:40 WG1531158
Di-isopropyl ether U 0.000105 0.00100 1 08/24/2020 02:40 WG1531158
Ethylbenzene U 0.000137 0.00100 1 08/24/2020 02:40 WG1531158
Hexachloro-1,3-butadiene U 0.000337 0.00100 1 08/24/2020 02:40 WG1531158
Isopropylbenzene U 0.000105 0.00100 1 08/24/2020 02:40 WG1531158
p-Isopropyltoluene U 0.000120 0.00100 1 08/24/2020 02:40 WG1531158
2-Butanone (MEK)U 0.00119 0.0100 1 08/24/2020 02:40 WG1531158
Methylene Chloride U 0.000430 0.00500 1 08/24/2020 02:40 WG1531158
4-Methyl-2-pentanone (MIBK)U 0.000478 0.0100 1 08/24/2020 02:40 WG1531158
Methyl tert-butyl ether U 0.000101 0.00100 1 08/24/2020 02:40 WG1531158
Naphthalene U 0.00100 0.00500 1 08/24/2020 02:40 WG1531158
n-Propylbenzene U 0.0000993 0.00100 1 08/24/2020 02:40 WG1531158
Styrene U 0.000118 0.00100 1 08/24/2020 02:40 WG1531158
1,1,1,2-Tetrachloroethane U 0.000147 0.00100 1 08/24/2020 02:40 WG1531158
1,1,2,2-Tetrachloroethane U 0.000133 0.00100 1 08/24/2020 02:40 WG1531158
1,1,2-Trichlorotrifluoroethane U 0.000180 0.00100 1 08/24/2020 02:40 WG1531158
Tetrachloroethene 0.000316 J 0.000300 0.00100 1 08/24/2020 02:40 WG1531158
Toluene 0.000679 J 0.000278 0.00100 1 08/24/2020 02:40 WG1531158
1,2,3-Trichlorobenzene U 0.000230 0.00100 1 08/24/2020 02:40 WG1531158
1,2,4-Trichlorobenzene U 0.000481 0.00100 1 08/24/2020 02:40 WG1531158
1,1,1-Trichloroethane U 0.000149 0.00100 1 08/24/2020 02:40 WG1531158
1,1,2-Trichloroethane U 0.000158 0.00100 1 08/24/2020 02:40 WG1531158
Trichloroethene U 0.000190 0.00100 1 08/24/2020 02:40 WG1531158
Trichlorofluoromethane U 0.000160 0.00500 1 08/24/2020 02:40 WG1531158
1,2,3-Trichloropropane U 0.000237 0.00250 1 08/24/2020 02:40 WG1531158
1,2,4-Trimethylbenzene U 0.000322 0.00100 1 08/24/2020 02:40 WG1531158
1,2,3-Trimethylbenzene U 0.000104 0.00100 1 08/24/2020 02:40 WG1531158
1,3,5-Trimethylbenzene U 0.000104 0.00100 1 08/24/2020 02:40 WG1531158
Vinyl chloride U 0.000234 0.00100 1 08/24/2020 02:40 WG1531158
Xylenes, Total 0.000344 J 0.000174 0.00300 1 08/24/2020 02:40 WG1531158
(S) Toluene-d8 105 80.0-120 08/24/2020 02:40 WG1531158
(S) 4-Bromofluorobenzene 106 77.0-126 08/24/2020 02:40 WG1531158
(S) 1,2-Dichloroethane-d4 96.1 70.0-130 08/24/2020 02:40 WG1531158
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 23
L1253135
B-11 @ 1.5'
Collected date/time: 08/18/20 13:56
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 83.6 1 08/26/2020 23:14 WG1532076
Wet Chemistry by Method 3060A/7196A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Chromium,Hexavalent U 0.766 2.39 1 08/28/2020 18:25 WG1533425
Mercury by Method 7471A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Mercury 0.0294 J 0.0215 0.0478 1 08/26/2020 11:53 WG1532261
Metals (ICPMS) by Method 6020
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 9.59 0.505 1.20 5 08/26/2020 19:46 WG1532137
Barium 129 1.50 2.99 5 08/26/2020 19:46 WG1532137
Cadmium 0.546 J 0.486 1.20 5 08/26/2020 19:46 WG1532137
Chromium 12.7 2.68 5.98 5 08/26/2020 19:46 WG1532137
Lead 31.9 1.20 2.39 5 08/26/2020 19:46 WG1532137
Nickel 9.48 1.44 2.99 5 08/26/2020 19:46 WG1532137
Selenium U 1.21 2.99 5 08/26/2020 19:46 WG1532137
Silver U 0.255 0.598 5 08/26/2020 19:46 WG1532137
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Acetone U 0.0508 0.0696 1 08/26/2020 16:02 WG1532594
Acrylonitrile U 0.00503 0.0174 1 08/26/2020 16:02 WG1532594
Benzene U 0.000650 0.00139 1 08/26/2020 16:02 WG1532594
Bromobenzene U 0.00125 0.0174 1 08/26/2020 16:02 WG1532594
Bromodichloromethane U 0.00101 0.00348 1 08/26/2020 16:02 WG1532594
Bromoform U 0.00163 0.0348 1 08/26/2020 16:02 WG1532594
Bromomethane U 0.00274 0.0174 1 08/26/2020 16:02 WG1532594
n-Butylbenzene U 0.00731 0.0174 1 08/26/2020 16:02 WG1532594
sec-Butylbenzene U 0.00401 0.0174 1 08/26/2020 16:02 WG1532594
tert-Butylbenzene U 0.00272 0.00696 1 08/26/2020 16:02 WG1532594
Carbon tetrachloride U 0.00125 0.00696 1 08/26/2020 16:02 WG1532594
Chlorobenzene U 0.000292 0.00348 1 08/26/2020 16:02 WG1532594
Chlorodibromomethane U 0.000852 0.00348 1 08/26/2020 16:02 WG1532594
Chloroethane U 0.00237 0.00696 1 08/26/2020 16:02 WG1532594
Chloroform U 0.00143 0.00348 1 08/26/2020 16:02 WG1532594
Chloromethane U 0.00606 0.0174 1 08/26/2020 16:02 WG1532594
2-Chlorotoluene U 0.00120 0.00348 1 08/26/2020 16:02 WG1532594
4-Chlorotoluene U 0.000627 0.00696 1 08/26/2020 16:02 WG1532594
1,2-Dibromo-3-Chloropropane U 0.00543 0.0348 1 08/26/2020 16:02 WG1532594
1,2-Dibromoethane U 0.000903 0.00348 1 08/26/2020 16:02 WG1532594
Dibromomethane U 0.00104 0.00696 1 08/26/2020 16:02 WG1532594
1,2-Dichlorobenzene U 0.000592 0.00696 1 08/26/2020 16:02 WG1532594
1,3-Dichlorobenzene U 0.000836 0.00696 1 08/26/2020 16:02 WG1532594
1,4-Dichlorobenzene U 0.000975 0.00696 1 08/26/2020 16:02 WG1532594
Dichlorodifluoromethane U 0.00224 0.00348 1 08/26/2020 16:02 WG1532594
1,1-Dichloroethane U 0.000684 0.00348 1 08/26/2020 16:02 WG1532594
1,2-Dichloroethane U 0.000904 0.00348 1 08/26/2020 16:02 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 23
L1253135
B-11 @ 1.5'
Collected date/time: 08/18/20 13:56
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
1,1-Dichloroethene U 0.000844 0.00348 1 08/26/2020 16:02 WG1532594
cis-1,2-Dichloroethene U 0.00102 0.00348 1 08/26/2020 16:02 WG1532594
trans-1,2-Dichloroethene U 0.00145 0.00696 1 08/26/2020 16:02 WG1532594
1,2-Dichloropropane U 0.00198 0.00696 1 08/26/2020 16:02 WG1532594
1,1-Dichloropropene U 0.00113 0.00348 1 08/26/2020 16:02 WG1532594
1,3-Dichloropropane U 0.000698 0.00696 1 08/26/2020 16:02 WG1532594
cis-1,3-Dichloropropene U 0.00105 0.00348 1 08/26/2020 16:02 WG1532594
trans-1,3-Dichloropropene U 0.00159 0.00696 1 08/26/2020 16:02 WG1532594
2,2-Dichloropropane U 0.00192 0.00348 1 08/26/2020 16:02 WG1532594
Di-isopropyl ether U 0.000571 0.00139 1 08/26/2020 16:02 WG1532594
Ethylbenzene U 0.00103 0.00348 1 08/26/2020 16:02 WG1532594
Hexachloro-1,3-butadiene U 0.00836 0.0348 1 08/26/2020 16:02 WG1532594
Isopropylbenzene U 0.000592 0.00348 1 08/26/2020 16:02 WG1532594
p-Isopropyltoluene U 0.00355 0.00696 1 08/26/2020 16:02 WG1532594
2-Butanone (MEK)U 0.0884 0.139 1 08/26/2020 16:02 WG1532594
Methylene Chloride U 0.00925 0.0348 1 08/26/2020 16:02 WG1532594
4-Methyl-2-pentanone (MIBK)U 0.00318 0.0348 1 08/26/2020 16:02 WG1532594
Methyl tert-butyl ether U 0.000487 0.00139 1 08/26/2020 16:02 WG1532594
Naphthalene U 0.00680 0.0174 1 08/26/2020 16:02 WG1532594
n-Propylbenzene U 0.00132 0.00696 1 08/26/2020 16:02 WG1532594
Styrene U 0.000319 0.0174 1 08/26/2020 16:02 WG1532594
1,1,1,2-Tetrachloroethane U 0.00132 0.00348 1 08/26/2020 16:02 WG1532594
1,1,2,2-Tetrachloroethane U 0.000968 0.00348 1 08/26/2020 16:02 WG1532594
1,1,2-Trichlorotrifluoroethane U 0.00105 0.00348 1 08/26/2020 16:02 WG1532594
Tetrachloroethene 0.00457 0.00125 0.00348 1 08/26/2020 16:02 WG1532594
Toluene U 0.00181 0.00696 1 08/26/2020 16:02 WG1532594
1,2,3-Trichlorobenzene U 0.0102 0.0174 1 08/26/2020 16:02 WG1532594
1,2,4-Trichlorobenzene U 0.00613 0.0174 1 08/26/2020 16:02 WG1532594
1,1,1-Trichloroethane U 0.00129 0.00348 1 08/26/2020 16:02 WG1532594
1,1,2-Trichloroethane U 0.000832 0.00348 1 08/26/2020 16:02 WG1532594
Trichloroethene U 0.000813 0.00139 1 08/26/2020 16:02 WG1532594
Trichlorofluoromethane U 0.00115 0.00348 1 08/26/2020 16:02 WG1532594
1,2,3-Trichloropropane U 0.00226 0.0174 1 08/26/2020 16:02 WG1532594
1,2,4-Trimethylbenzene U 0.00220 0.00696 1 08/26/2020 16:02 WG1532594
1,2,3-Trimethylbenzene U 0.00220 0.00696 1 08/26/2020 16:02 WG1532594
1,3,5-Trimethylbenzene U 0.00279 0.00696 1 08/26/2020 16:02 WG1532594
Vinyl chloride U 0.00162 0.00348 1 08/26/2020 16:02 WG1532594
Xylenes, Total U 0.00123 0.00905 1 08/26/2020 16:02 WG1532594
(S) Toluene-d8 104 75.0-131 08/26/2020 16:02 WG1532594
(S) 4-Bromofluorobenzene 93.4 67.0-138 08/26/2020 16:02 WG1532594
(S) 1,2-Dichloroethane-d4 97.6 70.0-130 08/26/2020 16:02 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 24
L1253135
B-11 @ 8'
Collected date/time: 08/18/20 14:00
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 67.0 1 08/26/2020 23:14 WG1532076
Wet Chemistry by Method 3060A/7196A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Chromium,Hexavalent U 0.956 2.99 1 08/28/2020 18:25 WG1533425
Mercury by Method 7471A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Mercury U 0.0269 0.0597 1 08/26/2020 11:56 WG1532261
Metals (ICPMS) by Method 6020
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 8.02 0.630 1.49 5 08/26/2020 19:49 WG1532137
Barium 206 1.87 3.73 5 08/26/2020 19:49 WG1532137
Cadmium U 0.606 1.49 5 08/26/2020 19:49 WG1532137
Chromium 27.9 3.34 7.47 5 08/26/2020 19:49 WG1532137
Lead 12.3 1.49 2.99 5 08/26/2020 19:49 WG1532137
Nickel 20.0 1.79 3.73 5 08/26/2020 19:49 WG1532137
Selenium 1.88 J 1.51 3.73 5 08/26/2020 19:49 WG1532137
Silver U 0.318 0.747 5 08/26/2020 19:49 WG1532137
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Acetone U 0.0725 0.0993 1 08/26/2020 16:21 WG1532594
Acrylonitrile U 0.00717 0.0248 1 08/26/2020 16:21 WG1532594
Benzene 0.00174 J J3 0.000928 0.00199 1 08/26/2020 16:21 WG1532594
Bromobenzene U 0.00179 0.0248 1 08/26/2020 16:21 WG1532594
Bromodichloromethane U 0.00144 0.00497 1 08/26/2020 16:21 WG1532594
Bromoform U 0.00232 0.0497 1 08/26/2020 16:21 WG1532594
Bromomethane U 0.00391 0.0248 1 08/26/2020 16:21 WG1532594
n-Butylbenzene U J3 0.0104 0.0248 1 08/26/2020 16:21 WG1532594
sec-Butylbenzene U J3 0.00572 0.0248 1 08/26/2020 16:21 WG1532594
tert-Butylbenzene U J3 0.00387 0.00993 1 08/26/2020 16:21 WG1532594
Carbon tetrachloride U J3 0.00178 0.00993 1 08/26/2020 16:21 WG1532594
Chlorobenzene U 0.000417 0.00497 1 08/26/2020 16:21 WG1532594
Chlorodibromomethane U 0.00122 0.00497 1 08/26/2020 16:21 WG1532594
Chloroethane U J3 0.00338 0.00993 1 08/26/2020 16:21 WG1532594
Chloroform U J3 0.00205 0.00497 1 08/26/2020 16:21 WG1532594
Chloromethane U J3 J6 0.00864 0.0248 1 08/26/2020 16:21 WG1532594
2-Chlorotoluene U J3 0.00172 0.00497 1 08/26/2020 16:21 WG1532594
4-Chlorotoluene U 0.000894 0.00993 1 08/26/2020 16:21 WG1532594
1,2-Dibromo-3-Chloropropane U 0.00775 0.0497 1 08/26/2020 16:21 WG1532594
1,2-Dibromoethane U 0.00129 0.00497 1 08/26/2020 16:21 WG1532594
Dibromomethane U 0.00149 0.00993 1 08/26/2020 16:21 WG1532594
1,2-Dichlorobenzene U 0.000844 0.00993 1 08/26/2020 16:21 WG1532594
1,3-Dichlorobenzene U 0.00119 0.00993 1 08/26/2020 16:21 WG1532594
1,4-Dichlorobenzene U 0.00139 0.00993 1 08/26/2020 16:21 WG1532594
Dichlorodifluoromethane U J3 0.00320 0.00497 1 08/26/2020 16:21 WG1532594
1,1-Dichloroethane U J3 0.000975 0.00497 1 08/26/2020 16:21 WG1532594
1,2-Dichloroethane U 0.00129 0.00497 1 08/26/2020 16:21 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 24
L1253135
B-11 @ 8'
Collected date/time: 08/18/20 14:00
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
1,1-Dichloroethene U J3 0.00120 0.00497 1 08/26/2020 16:21 WG1532594
cis-1,2-Dichloroethene U 0.00146 0.00497 1 08/26/2020 16:21 WG1532594
trans-1,2-Dichloroethene U J3 0.00207 0.00993 1 08/26/2020 16:21 WG1532594
1,2-Dichloropropane U J3 0.00282 0.00993 1 08/26/2020 16:21 WG1532594
1,1-Dichloropropene U J3 0.00161 0.00497 1 08/26/2020 16:21 WG1532594
1,3-Dichloropropane U 0.000995 0.00993 1 08/26/2020 16:21 WG1532594
cis-1,3-Dichloropropene U 0.00150 0.00497 1 08/26/2020 16:21 WG1532594
trans-1,3-Dichloropropene U 0.00226 0.00993 1 08/26/2020 16:21 WG1532594
2,2-Dichloropropane U J3 0.00274 0.00497 1 08/26/2020 16:21 WG1532594
Di-isopropyl ether U 0.000814 0.00199 1 08/26/2020 16:21 WG1532594
Ethylbenzene U 0.00146 0.00497 1 08/26/2020 16:21 WG1532594
Hexachloro-1,3-butadiene U J3 0.0119 0.0497 1 08/26/2020 16:21 WG1532594
Isopropylbenzene U J3 0.000844 0.00497 1 08/26/2020 16:21 WG1532594
p-Isopropyltoluene U J3 0.00507 0.00993 1 08/26/2020 16:21 WG1532594
2-Butanone (MEK)U 0.126 0.199 1 08/26/2020 16:21 WG1532594
Methylene Chloride U J3 0.0132 0.0497 1 08/26/2020 16:21 WG1532594
4-Methyl-2-pentanone (MIBK)U 0.00453 0.0497 1 08/26/2020 16:21 WG1532594
Methyl tert-butyl ether U 0.000695 0.00199 1 08/26/2020 16:21 WG1532594
Naphthalene U 0.00969 0.0248 1 08/26/2020 16:21 WG1532594
n-Propylbenzene U J3 0.00189 0.00993 1 08/26/2020 16:21 WG1532594
Styrene U 0.000455 0.0248 1 08/26/2020 16:21 WG1532594
1,1,1,2-Tetrachloroethane U 0.00188 0.00497 1 08/26/2020 16:21 WG1532594
1,1,2,2-Tetrachloroethane U 0.00138 0.00497 1 08/26/2020 16:21 WG1532594
1,1,2-Trichlorotrifluoroethane U J3 0.00150 0.00497 1 08/26/2020 16:21 WG1532594
Tetrachloroethene 0.0154 J3 0.00178 0.00497 1 08/26/2020 16:21 WG1532594
Toluene 0.00288 J 0.00258 0.00993 1 08/26/2020 16:21 WG1532594
1,2,3-Trichlorobenzene U 0.0146 0.0248 1 08/26/2020 16:21 WG1532594
1,2,4-Trichlorobenzene U 0.00874 0.0248 1 08/26/2020 16:21 WG1532594
1,1,1-Trichloroethane U J3 0.00183 0.00497 1 08/26/2020 16:21 WG1532594
1,1,2-Trichloroethane U 0.00119 0.00497 1 08/26/2020 16:21 WG1532594
Trichloroethene U 0.00116 0.00199 1 08/26/2020 16:21 WG1532594
Trichlorofluoromethane U J3 0.00164 0.00497 1 08/26/2020 16:21 WG1532594
1,2,3-Trichloropropane U 0.00322 0.0248 1 08/26/2020 16:21 WG1532594
1,2,4-Trimethylbenzene U J3 0.00314 0.00993 1 08/26/2020 16:21 WG1532594
1,2,3-Trimethylbenzene U 0.00314 0.00993 1 08/26/2020 16:21 WG1532594
1,3,5-Trimethylbenzene U J3 0.00397 0.00993 1 08/26/2020 16:21 WG1532594
Vinyl chloride U J3 0.00230 0.00497 1 08/26/2020 16:21 WG1532594
Xylenes, Total U J3 0.00175 0.0129 1 08/26/2020 16:21 WG1532594
(S) Toluene-d8 103 75.0-131 08/26/2020 16:21 WG1532594
(S) 4-Bromofluorobenzene 96.9 67.0-138 08/26/2020 16:21 WG1532594
(S) 1,2-Dichloroethane-d4 97.6 70.0-130 08/26/2020 16:21 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 25
L1253135
B-11 GW
Collected date/time: 08/18/20 14:40
Wet Chemistry by Method 7199
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Hexavalent Chromium 0.00182 0.000150 0.000500 1 08/24/2020 18:17 WG1531101
Mercury by Method 7470A
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Mercury U 0.000100 0.000200 1 08/24/2020 13:48 WG1530995
Metals (ICPMS) by Method 6020
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Arsenic 0.00526 0.000735 0.00200 1 08/26/2020 00:45 WG1531332
Barium 0.0782 0.00778 0.0200 1 08/26/2020 00:45 WG1531332
Cadmium U 0.000478 0.00100 1 08/26/2020 00:45 WG1531332
Chromium 0.00242 0.00149 0.00200 1 08/26/2020 00:45 WG1531332
Lead U 0.00249 0.00500 1 08/26/2020 00:45 WG1531332
Nickel 0.0207 0.000952 0.00200 1 08/26/2020 00:45 WG1531332
Selenium 0.00244 0.000657 0.00200 1 08/26/2020 10:35 WG1531332
Silver U 0.000513 0.00200 1 08/26/2020 00:45 WG1531332
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Acetone U 0.0113 0.0500 1 08/24/2020 03:00 WG1531158
Acrolein U 0.00254 0.0500 1 08/24/2020 03:00 WG1531158
Acrylonitrile U J3 0.000671 0.0100 1 08/24/2020 03:00 WG1531158
Benzene 0.00422 0.0000941 0.00100 1 08/24/2020 03:00 WG1531158
Bromobenzene U 0.000118 0.00100 1 08/24/2020 03:00 WG1531158
Bromodichloromethane U 0.000136 0.00100 1 08/24/2020 03:00 WG1531158
Bromoform U 0.000129 0.00100 1 08/24/2020 03:00 WG1531158
Bromomethane U 0.000605 0.00500 1 08/24/2020 03:00 WG1531158
n-Butylbenzene U J4 0.000157 0.00100 1 08/24/2020 03:00 WG1531158
sec-Butylbenzene U 0.000125 0.00100 1 08/24/2020 03:00 WG1531158
tert-Butylbenzene U 0.000127 0.00100 1 08/24/2020 03:00 WG1531158
Carbon tetrachloride U 0.000128 0.00100 1 08/24/2020 03:00 WG1531158
Chlorobenzene U 0.000116 0.00100 1 08/24/2020 03:00 WG1531158
Chlorodibromomethane U 0.000140 0.00100 1 08/24/2020 03:00 WG1531158
Chloroethane U 0.000192 0.00500 1 08/24/2020 03:00 WG1531158
2-Chloroethyl vinyl ether U 0.000575 0.0500 1 08/24/2020 03:00 WG1531158
Chloroform U 0.000111 0.00500 1 08/24/2020 03:00 WG1531158
Chloromethane U 0.000960 0.00250 1 08/24/2020 03:00 WG1531158
2-Chlorotoluene U 0.000106 0.00100 1 08/24/2020 03:00 WG1531158
4-Chlorotoluene U 0.000114 0.00100 1 08/24/2020 03:00 WG1531158
1,2-Dibromo-3-Chloropropane U 0.000276 0.00500 1 08/24/2020 03:00 WG1531158
1,2-Dibromoethane U 0.000126 0.00100 1 08/24/2020 03:00 WG1531158
Dibromomethane U 0.000122 0.00100 1 08/24/2020 03:00 WG1531158
1,2-Dichlorobenzene U J4 0.000107 0.00100 1 08/24/2020 03:00 WG1531158
1,3-Dichlorobenzene U 0.000110 0.00100 1 08/24/2020 03:00 WG1531158
1,4-Dichlorobenzene U 0.000120 0.00100 1 08/24/2020 03:00 WG1531158
Dichlorodifluoromethane U 0.000374 0.00500 1 08/24/2020 03:00 WG1531158
1,1-Dichloroethane U 0.000100 0.00100 1 08/24/2020 03:00 WG1531158
1,2-Dichloroethane U 0.0000819 0.00100 1 08/24/2020 03:00 WG1531158
1,1-Dichloroethene U 0.000188 0.00100 1 08/24/2020 03:00 WG1531158
cis-1,2-Dichloroethene U 0.000126 0.00100 1 08/24/2020 03:00 WG1531158
trans-1,2-Dichloroethene U 0.000149 0.00100 1 08/24/2020 03:00 WG1531158
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 25
L1253135
B-11 GW
Collected date/time: 08/18/20 14:40
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
1,2-Dichloropropane U 0.000149 0.00100 1 08/24/2020 03:00 WG1531158
1,1-Dichloropropene U 0.000142 0.00100 1 08/24/2020 03:00 WG1531158
1,3-Dichloropropane U 0.000110 0.00100 1 08/24/2020 03:00 WG1531158
cis-1,3-Dichloropropene U 0.000111 0.00100 1 08/24/2020 03:00 WG1531158
trans-1,3-Dichloropropene U 0.000118 0.00100 1 08/24/2020 03:00 WG1531158
2,2-Dichloropropane U 0.000161 0.00100 1 08/24/2020 03:00 WG1531158
Di-isopropyl ether U 0.000105 0.00100 1 08/24/2020 03:00 WG1531158
Ethylbenzene 0.000684 J 0.000137 0.00100 1 08/24/2020 03:00 WG1531158
Hexachloro-1,3-butadiene U 0.000337 0.00100 1 08/24/2020 03:00 WG1531158
Isopropylbenzene U 0.000105 0.00100 1 08/24/2020 03:00 WG1531158
p-Isopropyltoluene U 0.000120 0.00100 1 08/24/2020 03:00 WG1531158
2-Butanone (MEK)U 0.00119 0.0100 1 08/24/2020 03:00 WG1531158
Methylene Chloride U 0.000430 0.00500 1 08/24/2020 03:00 WG1531158
4-Methyl-2-pentanone (MIBK)U 0.000478 0.0100 1 08/24/2020 03:00 WG1531158
Methyl tert-butyl ether U 0.000101 0.00100 1 08/24/2020 03:00 WG1531158
Naphthalene U 0.00100 0.00500 1 08/24/2020 03:00 WG1531158
n-Propylbenzene U 0.0000993 0.00100 1 08/24/2020 03:00 WG1531158
Styrene U 0.000118 0.00100 1 08/24/2020 03:00 WG1531158
1,1,1,2-Tetrachloroethane U 0.000147 0.00100 1 08/24/2020 03:00 WG1531158
1,1,2,2-Tetrachloroethane U 0.000133 0.00100 1 08/24/2020 03:00 WG1531158
1,1,2-Trichlorotrifluoroethane U 0.000180 0.00100 1 08/24/2020 03:00 WG1531158
Tetrachloroethene U 0.000300 0.00100 1 08/24/2020 03:00 WG1531158
Toluene 0.00415 0.000278 0.00100 1 08/24/2020 03:00 WG1531158
1,2,3-Trichlorobenzene U 0.000230 0.00100 1 08/24/2020 03:00 WG1531158
1,2,4-Trichlorobenzene U 0.000481 0.00100 1 08/24/2020 03:00 WG1531158
1,1,1-Trichloroethane U 0.000149 0.00100 1 08/24/2020 03:00 WG1531158
1,1,2-Trichloroethane U 0.000158 0.00100 1 08/24/2020 03:00 WG1531158
Trichloroethene U 0.000190 0.00100 1 08/24/2020 03:00 WG1531158
Trichlorofluoromethane U 0.000160 0.00500 1 08/24/2020 03:00 WG1531158
1,2,3-Trichloropropane U 0.000237 0.00250 1 08/24/2020 03:00 WG1531158
1,2,4-Trimethylbenzene U 0.000322 0.00100 1 08/24/2020 03:00 WG1531158
1,2,3-Trimethylbenzene 0.000104 J 0.000104 0.00100 1 08/24/2020 03:00 WG1531158
1,3,5-Trimethylbenzene U 0.000104 0.00100 1 08/24/2020 03:00 WG1531158
Vinyl chloride U 0.000234 0.00100 1 08/24/2020 03:00 WG1531158
Xylenes, Total 0.00179 J 0.000174 0.00300 1 08/24/2020 03:00 WG1531158
(S) Toluene-d8 103 80.0-120 08/24/2020 03:00 WG1531158
(S) 4-Bromofluorobenzene 107 77.0-126 08/24/2020 03:00 WG1531158
(S) 1,2-Dichloroethane-d4 95.3 70.0-130 08/24/2020 03:00 WG1531158
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 26
L1253135
B-7 @ 1.5'
Collected date/time: 08/18/20 15:22
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 83.7 1 08/26/2020 22:59 WG1532077
Wet Chemistry by Method 3060A/7196A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Chromium,Hexavalent U 0.764 2.39 1 08/28/2020 18:27 WG1533425
Mercury by Method 7471A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Mercury 0.0677 0.0215 0.0478 1 08/26/2020 20:38 WG1532533
Metals (ICPMS) by Method 6020
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 9.40 0.504 1.19 5 08/26/2020 17:02 WG1532138
Barium 123 1.49 2.99 5 08/26/2020 17:02 WG1532138
Cadmium 1.61 0.485 1.19 5 08/26/2020 17:02 WG1532138
Chromium 12.4 2.67 5.97 5 08/26/2020 17:02 WG1532138
Lead 88.3 1.19 2.39 5 08/26/2020 17:02 WG1532138
Nickel 9.05 1.43 2.99 5 08/26/2020 17:02 WG1532138
Selenium U 1.21 2.99 5 08/26/2020 17:02 WG1532138
Silver 0.261 J 0.254 0.597 5 08/26/2020 17:02 WG1532138
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Acetone U J3 0.0507 0.0694 1 08/27/2020 21:39 WG1532400
Acrylonitrile U 0.00501 0.0174 1 08/27/2020 21:39 WG1532400
Benzene U 0.000648 0.00139 1 08/27/2020 21:39 WG1532400
Bromobenzene U 0.00125 0.0174 1 08/27/2020 21:39 WG1532400
Bromodichloromethane U 0.00101 0.00347 1 08/27/2020 21:39 WG1532400
Bromoform U 0.00162 0.0347 1 08/27/2020 21:39 WG1532400
Bromomethane U 0.00274 0.0174 1 08/27/2020 21:39 WG1532400
n-Butylbenzene U 0.00729 0.0174 1 08/27/2020 21:39 WG1532400
sec-Butylbenzene U 0.00400 0.0174 1 08/27/2020 21:39 WG1532400
tert-Butylbenzene U 0.00271 0.00694 1 08/27/2020 21:39 WG1532400
Carbon tetrachloride U 0.00125 0.00694 1 08/27/2020 21:39 WG1532400
Chlorobenzene U 0.000292 0.00347 1 08/27/2020 21:39 WG1532400
Chlorodibromomethane U 0.000850 0.00347 1 08/27/2020 21:39 WG1532400
Chloroethane U 0.00236 0.00694 1 08/27/2020 21:39 WG1532400
Chloroform U 0.00143 0.00347 1 08/27/2020 21:39 WG1532400
Chloromethane U 0.00604 0.0174 1 08/27/2020 21:39 WG1532400
2-Chlorotoluene U 0.00120 0.00347 1 08/27/2020 21:39 WG1532400
4-Chlorotoluene U 0.000625 0.00694 1 08/27/2020 21:39 WG1532400
1,2-Dibromo-3-Chloropropane U 0.00541 0.0347 1 08/27/2020 21:39 WG1532400
1,2-Dibromoethane U 0.000900 0.00347 1 08/27/2020 21:39 WG1532400
Dibromomethane U 0.00104 0.00694 1 08/27/2020 21:39 WG1532400
1,2-Dichlorobenzene U 0.000590 0.00694 1 08/27/2020 21:39 WG1532400
1,3-Dichlorobenzene U 0.000833 0.00694 1 08/27/2020 21:39 WG1532400
1,4-Dichlorobenzene U 0.000972 0.00694 1 08/27/2020 21:39 WG1532400
Dichlorodifluoromethane U 0.00224 0.00347 1 08/27/2020 21:39 WG1532400
1,1-Dichloroethane U 0.000682 0.00347 1 08/27/2020 21:39 WG1532400
1,2-Dichloroethane U 0.000901 0.00347 1 08/27/2020 21:39 WG1532400
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 26
L1253135
B-7 @ 1.5'
Collected date/time: 08/18/20 15:22
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
1,1-Dichloroethene U 0.000841 0.00347 1 08/27/2020 21:39 WG1532400
cis-1,2-Dichloroethene U 0.00102 0.00347 1 08/27/2020 21:39 WG1532400
trans-1,2-Dichloroethene U 0.00144 0.00694 1 08/27/2020 21:39 WG1532400
1,2-Dichloropropane U 0.00197 0.00694 1 08/27/2020 21:39 WG1532400
1,1-Dichloropropene U 0.00112 0.00347 1 08/27/2020 21:39 WG1532400
1,3-Dichloropropane U 0.000696 0.00694 1 08/27/2020 21:39 WG1532400
cis-1,3-Dichloropropene U 0.00105 0.00347 1 08/27/2020 21:39 WG1532400
trans-1,3-Dichloropropene U 0.00158 0.00694 1 08/27/2020 21:39 WG1532400
2,2-Dichloropropane U 0.00192 0.00347 1 08/27/2020 21:39 WG1532400
Di-isopropyl ether U 0.000569 0.00139 1 08/27/2020 21:39 WG1532400
Ethylbenzene U 0.00102 0.00347 1 08/27/2020 21:39 WG1532400
Hexachloro-1,3-butadiene U 0.00833 0.0347 1 08/27/2020 21:39 WG1532400
Isopropylbenzene U 0.000590 0.00347 1 08/27/2020 21:39 WG1532400
p-Isopropyltoluene U 0.00354 0.00694 1 08/27/2020 21:39 WG1532400
2-Butanone (MEK)U 0.0882 0.139 1 08/27/2020 21:39 WG1532400
Methylene Chloride U 0.00922 0.0347 1 08/27/2020 21:39 WG1532400
4-Methyl-2-pentanone (MIBK)U 0.00317 0.0347 1 08/27/2020 21:39 WG1532400
Methyl tert-butyl ether U 0.000486 0.00139 1 08/27/2020 21:39 WG1532400
Naphthalene U 0.00678 0.0174 1 08/27/2020 21:39 WG1532400
n-Propylbenzene U 0.00132 0.00694 1 08/27/2020 21:39 WG1532400
Styrene 0.000417 J 0.000318 0.0174 1 08/27/2020 21:39 WG1532400
1,1,1,2-Tetrachloroethane U 0.00132 0.00347 1 08/27/2020 21:39 WG1532400
1,1,2,2-Tetrachloroethane U 0.000965 0.00347 1 08/27/2020 21:39 WG1532400
1,1,2-Trichlorotrifluoroethane U 0.00105 0.00347 1 08/27/2020 21:39 WG1532400
Tetrachloroethene U 0.00124 0.00347 1 08/27/2020 21:39 WG1532400
Toluene U 0.00180 0.00694 1 08/27/2020 21:39 WG1532400
1,2,3-Trichlorobenzene U 0.0102 0.0174 1 08/27/2020 21:39 WG1532400
1,2,4-Trichlorobenzene U 0.00611 0.0174 1 08/27/2020 21:39 WG1532400
1,1,1-Trichloroethane U 0.00128 0.00347 1 08/27/2020 21:39 WG1532400
1,1,2-Trichloroethane U 0.000829 0.00347 1 08/27/2020 21:39 WG1532400
Trichloroethene U 0.000811 0.00139 1 08/27/2020 21:39 WG1532400
Trichlorofluoromethane U 0.00115 0.00347 1 08/27/2020 21:39 WG1532400
1,2,3-Trichloropropane U 0.00225 0.0174 1 08/27/2020 21:39 WG1532400
1,2,4-Trimethylbenzene 0.00268 J 0.00219 0.00694 1 08/27/2020 21:39 WG1532400
1,2,3-Trimethylbenzene 0.00312 J 0.00219 0.00694 1 08/27/2020 21:39 WG1532400
1,3,5-Trimethylbenzene U 0.00278 0.00694 1 08/27/2020 21:39 WG1532400
Vinyl chloride U 0.00161 0.00347 1 08/27/2020 21:39 WG1532400
Xylenes, Total 0.00518 J 0.00122 0.00902 1 08/27/2020 21:39 WG1532400
(S) Toluene-d8 108 75.0-131 08/27/2020 21:39 WG1532400
(S) 4-Bromofluorobenzene 100 67.0-138 08/27/2020 21:39 WG1532400
(S) 1,2-Dichloroethane-d4 84.8 70.0-130 08/27/2020 21:39 WG1532400
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 27
L1253135
B-7 @7'
Collected date/time: 08/18/20 15:26
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 64.2 1 08/26/2020 22:59 WG1532077
Wet Chemistry by Method 3060A/7196A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Chromium,Hexavalent U 0.997 3.12 1 08/28/2020 18:29 WG1533425
Mercury by Method 7471A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Mercury U 0.0280 0.0623 1 08/26/2020 20:41 WG1532533
Metals (ICPMS) by Method 6020
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 9.61 0.658 1.56 5 08/26/2020 17:05 WG1532138
Barium 219 1.95 3.90 5 08/26/2020 17:05 WG1532138
Cadmium U 0.633 1.56 5 08/26/2020 17:05 WG1532138
Chromium 32.4 3.49 7.79 5 08/26/2020 17:05 WG1532138
Lead 14.7 1.56 3.12 5 08/26/2020 17:05 WG1532138
Nickel 27.8 1.87 3.90 5 08/26/2020 17:05 WG1532138
Selenium 2.44 J 1.57 3.90 5 08/26/2020 17:05 WG1532138
Silver U 0.332 0.779 5 08/26/2020 17:05 WG1532138
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Acetone U 0.0780 0.107 1.01 08/27/2020 21:59 WG1532400
Acrylonitrile U 0.00772 0.0266 1.01 08/27/2020 21:59 WG1532400
Benzene U J3 0.000998 0.00213 1.01 08/27/2020 21:59 WG1532400
Bromobenzene U J3 0.00192 0.0266 1.01 08/27/2020 21:59 WG1532400
Bromodichloromethane U J3 0.00155 0.00535 1.01 08/27/2020 21:59 WG1532400
Bromoform U 0.00249 0.0535 1.01 08/27/2020 21:59 WG1532400
Bromomethane U J3 0.00421 0.0266 1.01 08/27/2020 21:59 WG1532400
n-Butylbenzene U J3 0.0112 0.0266 1.01 08/27/2020 21:59 WG1532400
sec-Butylbenzene U J3 0.00615 0.0266 1.01 08/27/2020 21:59 WG1532400
tert-Butylbenzene U J3 0.00416 0.0107 1.01 08/27/2020 21:59 WG1532400
Carbon tetrachloride U J3 0.00192 0.0107 1.01 08/27/2020 21:59 WG1532400
Chlorobenzene U J3 0.000448 0.00535 1.01 08/27/2020 21:59 WG1532400
Chlorodibromomethane U J3 0.00131 0.00535 1.01 08/27/2020 21:59 WG1532400
Chloroethane U J3 0.00364 0.0107 1.01 08/27/2020 21:59 WG1532400
Chloroform U J3 0.00220 0.00535 1.01 08/27/2020 21:59 WG1532400
Chloromethane U J3 0.00928 0.0266 1.01 08/27/2020 21:59 WG1532400
2-Chlorotoluene U J3 0.00185 0.00535 1.01 08/27/2020 21:59 WG1532400
4-Chlorotoluene U J3 0.000962 0.0107 1.01 08/27/2020 21:59 WG1532400
1,2-Dibromo-3-Chloropropane U 0.00833 0.0535 1.01 08/27/2020 21:59 WG1532400
1,2-Dibromoethane U J3 0.00138 0.00535 1.01 08/27/2020 21:59 WG1532400
Dibromomethane U 0.00160 0.0107 1.01 08/27/2020 21:59 WG1532400
1,2-Dichlorobenzene U J3 0.000907 0.0107 1.01 08/27/2020 21:59 WG1532400
1,3-Dichlorobenzene U J3 0.00128 0.0107 1.01 08/27/2020 21:59 WG1532400
1,4-Dichlorobenzene U J3 0.00149 0.0107 1.01 08/27/2020 21:59 WG1532400
Dichlorodifluoromethane U J3 J5 0.00345 0.00535 1.01 08/27/2020 21:59 WG1532400
1,1-Dichloroethane U J3 0.00105 0.00535 1.01 08/27/2020 21:59 WG1532400
1,2-Dichloroethane U J3 0.00138 0.00535 1.01 08/27/2020 21:59 WG1532400
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 27
L1253135
B-7 @7'
Collected date/time: 08/18/20 15:26
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
1,1-Dichloroethene U J3 0.00129 0.00535 1.01 08/27/2020 21:59 WG1532400
cis-1,2-Dichloroethene U J3 0.00157 0.00535 1.01 08/27/2020 21:59 WG1532400
trans-1,2-Dichloroethene U J3 0.00222 0.0107 1.01 08/27/2020 21:59 WG1532400
1,2-Dichloropropane U J3 0.00302 0.0107 1.01 08/27/2020 21:59 WG1532400
1,1-Dichloropropene U J3 0.00173 0.00535 1.01 08/27/2020 21:59 WG1532400
1,3-Dichloropropane U J3 0.00107 0.0107 1.01 08/27/2020 21:59 WG1532400
cis-1,3-Dichloropropene U J3 0.00162 0.00535 1.01 08/27/2020 21:59 WG1532400
trans-1,3-Dichloropropene U J3 0.00243 0.0107 1.01 08/27/2020 21:59 WG1532400
2,2-Dichloropropane U J3 0.00294 0.00535 1.01 08/27/2020 21:59 WG1532400
Di-isopropyl ether U J3 0.000875 0.00213 1.01 08/27/2020 21:59 WG1532400
Ethylbenzene U J3 0.00157 0.00535 1.01 08/27/2020 21:59 WG1532400
Hexachloro-1,3-butadiene U J3 0.0128 0.0535 1.01 08/27/2020 21:59 WG1532400
Isopropylbenzene U J3 0.000907 0.00535 1.01 08/27/2020 21:59 WG1532400
p-Isopropyltoluene U J3 0.00545 0.0107 1.01 08/27/2020 21:59 WG1532400
2-Butanone (MEK)U 0.135 0.213 1.01 08/27/2020 21:59 WG1532400
Methylene Chloride U J3 0.0142 0.0535 1.01 08/27/2020 21:59 WG1532400
4-Methyl-2-pentanone (MIBK)U 0.00486 0.0535 1.01 08/27/2020 21:59 WG1532400
Methyl tert-butyl ether U 0.000746 0.00213 1.01 08/27/2020 21:59 WG1532400
Naphthalene U 0.0104 0.0266 1.01 08/27/2020 21:59 WG1532400
n-Propylbenzene U J3 0.00203 0.0107 1.01 08/27/2020 21:59 WG1532400
Styrene 0.000693 J J3 0.000488 0.0266 1.01 08/27/2020 21:59 WG1532400
1,1,1,2-Tetrachloroethane U J3 0.00202 0.00535 1.01 08/27/2020 21:59 WG1532400
1,1,2,2-Tetrachloroethane U J3 0.00148 0.00535 1.01 08/27/2020 21:59 WG1532400
1,1,2-Trichlorotrifluoroethane U J3 0.00161 0.00535 1.01 08/27/2020 21:59 WG1532400
Tetrachloroethene U J3 0.00191 0.00535 1.01 08/27/2020 21:59 WG1532400
Toluene U J3 0.00277 0.0107 1.01 08/27/2020 21:59 WG1532400
1,2,3-Trichlorobenzene U 0.0156 0.0266 1.01 08/27/2020 21:59 WG1532400
1,2,4-Trichlorobenzene U J3 0.00939 0.0266 1.01 08/27/2020 21:59 WG1532400
1,1,1-Trichloroethane U J3 0.00197 0.00535 1.01 08/27/2020 21:59 WG1532400
1,1,2-Trichloroethane U J3 0.00127 0.00535 1.01 08/27/2020 21:59 WG1532400
Trichloroethene U J3 0.00125 0.00213 1.01 08/27/2020 21:59 WG1532400
Trichlorofluoromethane U J3 0.00177 0.00535 1.01 08/27/2020 21:59 WG1532400
1,2,3-Trichloropropane U 0.00347 0.0266 1.01 08/27/2020 21:59 WG1532400
1,2,4-Trimethylbenzene U J3 0.00338 0.0107 1.01 08/27/2020 21:59 WG1532400
1,2,3-Trimethylbenzene U J3 0.00338 0.0107 1.01 08/27/2020 21:59 WG1532400
1,3,5-Trimethylbenzene U J3 0.00427 0.0107 1.01 08/27/2020 21:59 WG1532400
Vinyl chloride U J3 0.00247 0.00535 1.01 08/27/2020 21:59 WG1532400
Xylenes, Total U J3 0.00188 0.0139 1.01 08/27/2020 21:59 WG1532400
(S) Toluene-d8 105 75.0-131 08/27/2020 21:59 WG1532400
(S) 4-Bromofluorobenzene 101 67.0-138 08/27/2020 21:59 WG1532400
(S) 1,2-Dichloroethane-d4 85.2 70.0-130 08/27/2020 21:59 WG1532400
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 28
L1253135
B-7 GW
Collected date/time: 08/18/20 17:17
Wet Chemistry by Method 7199
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Hexavalent Chromium 0.00104 0.000150 0.000500 1 08/24/2020 18:24 WG1531101
Mercury by Method 7470A
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Mercury U 0.000100 0.000200 1 08/24/2020 13:50 WG1530995
Metals (ICPMS) by Method 6020
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Arsenic 0.00339 0.000735 0.00200 1 08/26/2020 00:48 WG1531332
Barium 0.0717 0.00778 0.0200 1 08/26/2020 00:48 WG1531332
Cadmium U 0.000478 0.00100 1 08/26/2020 00:48 WG1531332
Chromium 0.00149 J 0.00149 0.00200 1 08/26/2020 00:48 WG1531332
Lead U 0.00249 0.00500 1 08/26/2020 00:48 WG1531332
Nickel 0.242 0.000952 0.00200 1 08/26/2020 00:48 WG1531332
Selenium 0.00522 0.000657 0.00200 1 08/26/2020 10:39 WG1531332
Silver U 0.000513 0.00200 1 08/26/2020 00:48 WG1531332
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Acetone U 0.0113 0.0500 1 08/24/2020 03:20 WG1531158
Acrolein U 0.00254 0.0500 1 08/24/2020 03:20 WG1531158
Acrylonitrile U J3 0.000671 0.0100 1 08/24/2020 03:20 WG1531158
Benzene 0.00836 0.0000941 0.00100 1 08/24/2020 03:20 WG1531158
Bromobenzene U 0.000118 0.00100 1 08/24/2020 03:20 WG1531158
Bromodichloromethane U 0.000136 0.00100 1 08/24/2020 03:20 WG1531158
Bromoform U 0.000129 0.00100 1 08/24/2020 03:20 WG1531158
Bromomethane U 0.000605 0.00500 1 08/24/2020 03:20 WG1531158
n-Butylbenzene U J4 0.000157 0.00100 1 08/24/2020 03:20 WG1531158
sec-Butylbenzene U 0.000125 0.00100 1 08/24/2020 03:20 WG1531158
tert-Butylbenzene U 0.000127 0.00100 1 08/24/2020 03:20 WG1531158
Carbon tetrachloride U 0.000128 0.00100 1 08/24/2020 03:20 WG1531158
Chlorobenzene U 0.000116 0.00100 1 08/24/2020 03:20 WG1531158
Chlorodibromomethane U 0.000140 0.00100 1 08/24/2020 03:20 WG1531158
Chloroethane U 0.000192 0.00500 1 08/24/2020 03:20 WG1531158
2-Chloroethyl vinyl ether U 0.000575 0.0500 1 08/24/2020 03:20 WG1531158
Chloroform 0.00107 J 0.000111 0.00500 1 08/24/2020 03:20 WG1531158
Chloromethane U 0.000960 0.00250 1 08/24/2020 03:20 WG1531158
2-Chlorotoluene U 0.000106 0.00100 1 08/24/2020 03:20 WG1531158
4-Chlorotoluene U 0.000114 0.00100 1 08/24/2020 03:20 WG1531158
1,2-Dibromo-3-Chloropropane U 0.000276 0.00500 1 08/24/2020 03:20 WG1531158
1,2-Dibromoethane U 0.000126 0.00100 1 08/24/2020 03:20 WG1531158
Dibromomethane U 0.000122 0.00100 1 08/24/2020 03:20 WG1531158
1,2-Dichlorobenzene U J4 0.000107 0.00100 1 08/24/2020 03:20 WG1531158
1,3-Dichlorobenzene U 0.000110 0.00100 1 08/24/2020 03:20 WG1531158
1,4-Dichlorobenzene U 0.000120 0.00100 1 08/24/2020 03:20 WG1531158
Dichlorodifluoromethane U 0.000374 0.00500 1 08/24/2020 03:20 WG1531158
1,1-Dichloroethane U 0.000100 0.00100 1 08/24/2020 03:20 WG1531158
1,2-Dichloroethane U 0.0000819 0.00100 1 08/24/2020 03:20 WG1531158
1,1-Dichloroethene U 0.000188 0.00100 1 08/24/2020 03:20 WG1531158
cis-1,2-Dichloroethene U 0.000126 0.00100 1 08/24/2020 03:20 WG1531158
trans-1,2-Dichloroethene U 0.000149 0.00100 1 08/24/2020 03:20 WG1531158
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 28
L1253135
B-7 GW
Collected date/time: 08/18/20 17:17
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
1,2-Dichloropropane U 0.000149 0.00100 1 08/24/2020 03:20 WG1531158
1,1-Dichloropropene U 0.000142 0.00100 1 08/24/2020 03:20 WG1531158
1,3-Dichloropropane U 0.000110 0.00100 1 08/24/2020 03:20 WG1531158
cis-1,3-Dichloropropene U 0.000111 0.00100 1 08/24/2020 03:20 WG1531158
trans-1,3-Dichloropropene U 0.000118 0.00100 1 08/24/2020 03:20 WG1531158
2,2-Dichloropropane U 0.000161 0.00100 1 08/24/2020 03:20 WG1531158
Di-isopropyl ether U 0.000105 0.00100 1 08/24/2020 03:20 WG1531158
Ethylbenzene 0.00155 0.000137 0.00100 1 08/24/2020 03:20 WG1531158
Hexachloro-1,3-butadiene U 0.000337 0.00100 1 08/24/2020 03:20 WG1531158
Isopropylbenzene 0.000109 J 0.000105 0.00100 1 08/24/2020 03:20 WG1531158
p-Isopropyltoluene U 0.000120 0.00100 1 08/24/2020 03:20 WG1531158
2-Butanone (MEK)U 0.00119 0.0100 1 08/24/2020 03:20 WG1531158
Methylene Chloride U 0.000430 0.00500 1 08/24/2020 03:20 WG1531158
4-Methyl-2-pentanone (MIBK)0.000598 J 0.000478 0.0100 1 08/24/2020 03:20 WG1531158
Methyl tert-butyl ether U 0.000101 0.00100 1 08/24/2020 03:20 WG1531158
Naphthalene 0.00138 J 0.00100 0.00500 1 08/24/2020 03:20 WG1531158
n-Propylbenzene 0.000157 J 0.0000993 0.00100 1 08/24/2020 03:20 WG1531158
Styrene U 0.000118 0.00100 1 08/24/2020 03:20 WG1531158
1,1,1,2-Tetrachloroethane U 0.000147 0.00100 1 08/24/2020 03:20 WG1531158
1,1,2,2-Tetrachloroethane U 0.000133 0.00100 1 08/24/2020 03:20 WG1531158
1,1,2-Trichlorotrifluoroethane U 0.000180 0.00100 1 08/24/2020 03:20 WG1531158
Tetrachloroethene U 0.000300 0.00100 1 08/24/2020 03:20 WG1531158
Toluene 0.00927 0.000278 0.00100 1 08/24/2020 03:20 WG1531158
1,2,3-Trichlorobenzene U 0.000230 0.00100 1 08/24/2020 03:20 WG1531158
1,2,4-Trichlorobenzene U 0.000481 0.00100 1 08/24/2020 03:20 WG1531158
1,1,1-Trichloroethane U 0.000149 0.00100 1 08/24/2020 03:20 WG1531158
1,1,2-Trichloroethane U 0.000158 0.00100 1 08/24/2020 03:20 WG1531158
Trichloroethene U 0.000190 0.00100 1 08/24/2020 03:20 WG1531158
Trichlorofluoromethane U 0.000160 0.00500 1 08/24/2020 03:20 WG1531158
1,2,3-Trichloropropane U 0.000237 0.00250 1 08/24/2020 03:20 WG1531158
1,2,4-Trimethylbenzene 0.000502 J 0.000322 0.00100 1 08/24/2020 03:20 WG1531158
1,2,3-Trimethylbenzene 0.000241 J 0.000104 0.00100 1 08/24/2020 03:20 WG1531158
1,3,5-Trimethylbenzene 0.000206 J 0.000104 0.00100 1 08/24/2020 03:20 WG1531158
Vinyl chloride U 0.000234 0.00100 1 08/24/2020 03:20 WG1531158
Xylenes, Total 0.00374 0.000174 0.00300 1 08/24/2020 03:20 WG1531158
(S) Toluene-d8 102 80.0-120 08/24/2020 03:20 WG1531158
(S) 4-Bromofluorobenzene 109 77.0-126 08/24/2020 03:20 WG1531158
(S) 1,2-Dichloroethane-d4 94.8 70.0-130 08/24/2020 03:20 WG1531158
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 29
L1253135
B-3 MW
Collected date/time: 08/19/20 10:45
Wet Chemistry by Method 7199
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Hexavalent Chromium 0.000270 J 0.000150 0.000500 1 08/24/2020 18:32 WG1531101
Mercury by Method 7470A
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Mercury U 0.000100 0.000200 1 08/24/2020 13:52 WG1530995
Metals (ICPMS) by Method 6020
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Arsenic 0.00576 0.000735 0.00200 1 08/26/2020 00:51 WG1531332
Barium 0.0515 0.00778 0.0200 1 08/26/2020 00:51 WG1531332
Cadmium U 0.000478 0.00100 1 08/26/2020 00:51 WG1531332
Chromium U 0.00149 0.00200 1 08/26/2020 00:51 WG1531332
Lead U 0.00249 0.00500 1 08/26/2020 00:51 WG1531332
Nickel 0.00567 0.000952 0.00200 1 08/26/2020 00:51 WG1531332
Selenium 0.00371 0.000657 0.00200 1 08/26/2020 10:42 WG1531332
Silver U 0.000513 0.00200 1 08/26/2020 00:51 WG1531332
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Acetone U 0.0113 0.0500 1 08/24/2020 03:41 WG1531158
Acrolein U 0.00254 0.0500 1 08/24/2020 03:41 WG1531158
Acrylonitrile U J3 0.000671 0.0100 1 08/24/2020 03:41 WG1531158
Benzene U 0.0000941 0.00100 1 08/24/2020 03:41 WG1531158
Bromobenzene U 0.000118 0.00100 1 08/24/2020 03:41 WG1531158
Bromodichloromethane U 0.000136 0.00100 1 08/24/2020 03:41 WG1531158
Bromoform U 0.000129 0.00100 1 08/24/2020 03:41 WG1531158
Bromomethane U 0.000605 0.00500 1 08/24/2020 03:41 WG1531158
n-Butylbenzene U J4 0.000157 0.00100 1 08/24/2020 03:41 WG1531158
sec-Butylbenzene U 0.000125 0.00100 1 08/24/2020 03:41 WG1531158
tert-Butylbenzene U 0.000127 0.00100 1 08/24/2020 03:41 WG1531158
Carbon tetrachloride U 0.000128 0.00100 1 08/24/2020 03:41 WG1531158
Chlorobenzene U 0.000116 0.00100 1 08/24/2020 03:41 WG1531158
Chlorodibromomethane U 0.000140 0.00100 1 08/24/2020 03:41 WG1531158
Chloroethane U 0.000192 0.00500 1 08/24/2020 03:41 WG1531158
2-Chloroethyl vinyl ether U 0.000575 0.0500 1 08/24/2020 03:41 WG1531158
Chloroform U 0.000111 0.00500 1 08/24/2020 03:41 WG1531158
Chloromethane U 0.000960 0.00250 1 08/24/2020 03:41 WG1531158
2-Chlorotoluene U 0.000106 0.00100 1 08/24/2020 03:41 WG1531158
4-Chlorotoluene U 0.000114 0.00100 1 08/24/2020 03:41 WG1531158
1,2-Dibromo-3-Chloropropane U 0.000276 0.00500 1 08/24/2020 03:41 WG1531158
1,2-Dibromoethane U 0.000126 0.00100 1 08/24/2020 03:41 WG1531158
Dibromomethane U 0.000122 0.00100 1 08/24/2020 03:41 WG1531158
1,2-Dichlorobenzene U J4 0.000107 0.00100 1 08/24/2020 03:41 WG1531158
1,3-Dichlorobenzene U 0.000110 0.00100 1 08/24/2020 03:41 WG1531158
1,4-Dichlorobenzene U 0.000120 0.00100 1 08/24/2020 03:41 WG1531158
Dichlorodifluoromethane U 0.000374 0.00500 1 08/24/2020 03:41 WG1531158
1,1-Dichloroethane U 0.000100 0.00100 1 08/24/2020 03:41 WG1531158
1,2-Dichloroethane U 0.0000819 0.00100 1 08/24/2020 03:41 WG1531158
1,1-Dichloroethene U 0.000188 0.00100 1 08/24/2020 03:41 WG1531158
cis-1,2-Dichloroethene U 0.000126 0.00100 1 08/24/2020 03:41 WG1531158
trans-1,2-Dichloroethene U 0.000149 0.00100 1 08/24/2020 03:41 WG1531158
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 29
L1253135
B-3 MW
Collected date/time: 08/19/20 10:45
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
1,2-Dichloropropane U 0.000149 0.00100 1 08/24/2020 03:41 WG1531158
1,1-Dichloropropene U 0.000142 0.00100 1 08/24/2020 03:41 WG1531158
1,3-Dichloropropane U 0.000110 0.00100 1 08/24/2020 03:41 WG1531158
cis-1,3-Dichloropropene U 0.000111 0.00100 1 08/24/2020 03:41 WG1531158
trans-1,3-Dichloropropene U 0.000118 0.00100 1 08/24/2020 03:41 WG1531158
2,2-Dichloropropane U 0.000161 0.00100 1 08/24/2020 03:41 WG1531158
Di-isopropyl ether U 0.000105 0.00100 1 08/24/2020 03:41 WG1531158
Ethylbenzene U 0.000137 0.00100 1 08/24/2020 03:41 WG1531158
Hexachloro-1,3-butadiene U 0.000337 0.00100 1 08/24/2020 03:41 WG1531158
Isopropylbenzene U 0.000105 0.00100 1 08/24/2020 03:41 WG1531158
p-Isopropyltoluene U 0.000120 0.00100 1 08/24/2020 03:41 WG1531158
2-Butanone (MEK)U 0.00119 0.0100 1 08/24/2020 03:41 WG1531158
Methylene Chloride U 0.000430 0.00500 1 08/24/2020 03:41 WG1531158
4-Methyl-2-pentanone (MIBK)U 0.000478 0.0100 1 08/24/2020 03:41 WG1531158
Methyl tert-butyl ether U 0.000101 0.00100 1 08/24/2020 03:41 WG1531158
Naphthalene U 0.00100 0.00500 1 08/24/2020 03:41 WG1531158
n-Propylbenzene U 0.0000993 0.00100 1 08/24/2020 03:41 WG1531158
Styrene U 0.000118 0.00100 1 08/24/2020 03:41 WG1531158
1,1,1,2-Tetrachloroethane U 0.000147 0.00100 1 08/24/2020 03:41 WG1531158
1,1,2,2-Tetrachloroethane U 0.000133 0.00100 1 08/24/2020 03:41 WG1531158
1,1,2-Trichlorotrifluoroethane U 0.000180 0.00100 1 08/24/2020 03:41 WG1531158
Tetrachloroethene U 0.000300 0.00100 1 08/24/2020 03:41 WG1531158
Toluene U 0.000278 0.00100 1 08/24/2020 03:41 WG1531158
1,2,3-Trichlorobenzene U 0.000230 0.00100 1 08/24/2020 03:41 WG1531158
1,2,4-Trichlorobenzene U 0.000481 0.00100 1 08/24/2020 03:41 WG1531158
1,1,1-Trichloroethane U 0.000149 0.00100 1 08/24/2020 03:41 WG1531158
1,1,2-Trichloroethane U 0.000158 0.00100 1 08/24/2020 03:41 WG1531158
Trichloroethene U 0.000190 0.00100 1 08/24/2020 03:41 WG1531158
Trichlorofluoromethane U 0.000160 0.00500 1 08/24/2020 03:41 WG1531158
1,2,3-Trichloropropane U 0.000237 0.00250 1 08/24/2020 03:41 WG1531158
1,2,4-Trimethylbenzene U 0.000322 0.00100 1 08/24/2020 03:41 WG1531158
1,2,3-Trimethylbenzene U 0.000104 0.00100 1 08/24/2020 03:41 WG1531158
1,3,5-Trimethylbenzene U 0.000104 0.00100 1 08/24/2020 03:41 WG1531158
Vinyl chloride U 0.000234 0.00100 1 08/24/2020 03:41 WG1531158
Xylenes, Total U 0.000174 0.00300 1 08/24/2020 03:41 WG1531158
(S) Toluene-d8 107 80.0-120 08/24/2020 03:41 WG1531158
(S) 4-Bromofluorobenzene 107 77.0-126 08/24/2020 03:41 WG1531158
(S) 1,2-Dichloroethane-d4 95.4 70.0-130 08/24/2020 03:41 WG1531158
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Terracon - Salt Lake City, UT 61207268 L1253135 08/28/20 19:57 62 of 123
ONE LAB. NATIONWIDE.SAMPLE RESULTS - 30
L1253135
B-2 MW
Collected date/time: 08/19/20 11:50
Wet Chemistry by Method 1664A
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Oil & Grease (Hexane Extr)U 1.17 5.05 1 08/26/2020 15:45 WG1532083
Mercury by Method 7470A
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Mercury U 0.000100 0.000200 1 08/24/2020 13:54 WG1530995
Metals (ICPMS) by Method 6020
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Arsenic 0.00934 0.000735 0.00200 1 08/26/2020 00:54 WG1531332
Barium 0.0531 0.00778 0.0200 1 08/26/2020 00:54 WG1531332
Cadmium U 0.000478 0.00100 1 08/26/2020 00:54 WG1531332
Chromium U 0.00149 0.00200 1 08/26/2020 00:54 WG1531332
Lead U 0.00249 0.00500 1 08/26/2020 00:54 WG1531332
Nickel 0.00652 0.000952 0.00200 1 08/26/2020 00:54 WG1531332
Selenium 0.00281 0.000657 0.00200 1 08/26/2020 10:45 WG1531332
Silver U 0.000513 0.00200 1 08/26/2020 00:54 WG1531332
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
TPH (GC/MS) Low Fraction U 0.108 0.500 1 08/25/2020 22:26 WG1532299
Acetone U 0.0113 0.0500 1 08/25/2020 22:26 WG1532299
Acrolein U 0.00254 0.0500 1 08/25/2020 22:26 WG1532299
Acrylonitrile U 0.000671 0.0100 1 08/25/2020 22:26 WG1532299
Benzene U 0.0000941 0.00100 1 08/25/2020 22:26 WG1532299
Bromobenzene U 0.000118 0.00100 1 08/25/2020 22:26 WG1532299
Bromodichloromethane U 0.000136 0.00100 1 08/25/2020 22:26 WG1532299
Bromoform U 0.000129 0.00100 1 08/25/2020 22:26 WG1532299
Bromomethane U 0.000605 0.00500 1 08/25/2020 22:26 WG1532299
n-Butylbenzene U 0.000157 0.00100 1 08/25/2020 22:26 WG1532299
sec-Butylbenzene U 0.000125 0.00100 1 08/25/2020 22:26 WG1532299
tert-Butylbenzene U 0.000127 0.00100 1 08/25/2020 22:26 WG1532299
Carbon tetrachloride U 0.000128 0.00100 1 08/25/2020 22:26 WG1532299
Chlorobenzene U 0.000116 0.00100 1 08/25/2020 22:26 WG1532299
Chlorodibromomethane U 0.000140 0.00100 1 08/25/2020 22:26 WG1532299
Chloroethane U 0.000192 0.00500 1 08/25/2020 22:26 WG1532299
2-Chloroethyl vinyl ether U 0.000575 0.0500 1 08/25/2020 22:26 WG1532299
Chloroform U 0.000111 0.00500 1 08/25/2020 22:26 WG1532299
Chloromethane U 0.000960 0.00250 1 08/25/2020 22:26 WG1532299
2-Chlorotoluene U 0.000106 0.00100 1 08/25/2020 22:26 WG1532299
4-Chlorotoluene U 0.000114 0.00100 1 08/25/2020 22:26 WG1532299
1,2-Dibromo-3-Chloropropane U 0.000276 0.00500 1 08/25/2020 22:26 WG1532299
1,2-Dibromoethane U 0.000126 0.00100 1 08/25/2020 22:26 WG1532299
Dibromomethane U 0.000122 0.00100 1 08/25/2020 22:26 WG1532299
1,2-Dichlorobenzene U 0.000107 0.00100 1 08/25/2020 22:26 WG1532299
1,3-Dichlorobenzene U 0.000110 0.00100 1 08/25/2020 22:26 WG1532299
1,4-Dichlorobenzene U J4 0.000120 0.00100 1 08/25/2020 22:26 WG1532299
Dichlorodifluoromethane U 0.000374 0.00500 1 08/25/2020 22:26 WG1532299
1,1-Dichloroethane U J4 0.000100 0.00100 1 08/25/2020 22:26 WG1532299
1,2-Dichloroethane U 0.0000819 0.00100 1 08/25/2020 22:26 WG1532299
1,1-Dichloroethene U 0.000188 0.00100 1 08/25/2020 22:26 WG1532299
cis-1,2-Dichloroethene 0.00728 0.000126 0.00100 1 08/25/2020 22:26 WG1532299
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 30
L1253135
B-2 MW
Collected date/time: 08/19/20 11:50
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
trans-1,2-Dichloroethene 0.000559 J 0.000149 0.00100 1 08/25/2020 22:26 WG1532299
1,2-Dichloropropane U J4 0.000149 0.00100 1 08/25/2020 22:26 WG1532299
1,1-Dichloropropene U 0.000142 0.00100 1 08/25/2020 22:26 WG1532299
1,3-Dichloropropane U 0.000110 0.00100 1 08/25/2020 22:26 WG1532299
cis-1,3-Dichloropropene U 0.000111 0.00100 1 08/25/2020 22:26 WG1532299
trans-1,3-Dichloropropene U 0.000118 0.00100 1 08/25/2020 22:26 WG1532299
2,2-Dichloropropane U 0.000161 0.00100 1 08/25/2020 22:26 WG1532299
Di-isopropyl ether U 0.000105 0.00100 1 08/25/2020 22:26 WG1532299
Ethylbenzene U 0.000137 0.00100 1 08/25/2020 22:26 WG1532299
Hexachloro-1,3-butadiene U 0.000337 0.00100 1 08/25/2020 22:26 WG1532299
Isopropylbenzene U 0.000105 0.00100 1 08/25/2020 22:26 WG1532299
p-Isopropyltoluene U 0.000120 0.00100 1 08/25/2020 22:26 WG1532299
2-Butanone (MEK)U 0.00119 0.0100 1 08/25/2020 22:26 WG1532299
Methylene Chloride U 0.000430 0.00500 1 08/25/2020 22:26 WG1532299
4-Methyl-2-pentanone (MIBK)U 0.000478 0.0100 1 08/25/2020 22:26 WG1532299
Methyl tert-butyl ether U 0.000101 0.00100 1 08/25/2020 22:26 WG1532299
Naphthalene U 0.00100 0.00500 1 08/25/2020 22:26 WG1532299
n-Propylbenzene U 0.0000993 0.00100 1 08/25/2020 22:26 WG1532299
Styrene U 0.000118 0.00100 1 08/25/2020 22:26 WG1532299
1,1,1,2-Tetrachloroethane U 0.000147 0.00100 1 08/25/2020 22:26 WG1532299
1,1,2,2-Tetrachloroethane U 0.000133 0.00100 1 08/25/2020 22:26 WG1532299
1,1,2-Trichlorotrifluoroethane U 0.000180 0.00100 1 08/27/2020 02:34 WG1533004
Tetrachloroethene 0.00161 0.000300 0.00100 1 08/25/2020 22:26 WG1532299
Toluene U 0.000278 0.00100 1 08/25/2020 22:26 WG1532299
1,2,3-Trichlorobenzene U 0.000230 0.00100 1 08/25/2020 22:26 WG1532299
1,2,4-Trichlorobenzene U 0.000481 0.00100 1 08/25/2020 22:26 WG1532299
1,1,1-Trichloroethane U 0.000149 0.00100 1 08/25/2020 22:26 WG1532299
1,1,2-Trichloroethane U 0.000158 0.00100 1 08/25/2020 22:26 WG1532299
Trichloroethene 0.00199 0.000190 0.00100 1 08/25/2020 22:26 WG1532299
Trichlorofluoromethane U 0.000160 0.00500 1 08/25/2020 22:26 WG1532299
1,2,3-Trichloropropane U 0.000237 0.00250 1 08/25/2020 22:26 WG1532299
1,2,4-Trimethylbenzene U 0.000322 0.00100 1 08/25/2020 22:26 WG1532299
1,2,3-Trimethylbenzene U 0.000104 0.00100 1 08/25/2020 22:26 WG1532299
1,3,5-Trimethylbenzene U 0.000104 0.00100 1 08/25/2020 22:26 WG1532299
Vinyl chloride U J4 0.000234 0.00100 1 08/25/2020 22:26 WG1532299
Xylenes, Total U 0.000174 0.00300 1 08/25/2020 22:26 WG1532299
(S) Toluene-d8 103 80.0-120 08/25/2020 22:26 WG1532299
(S) Toluene-d8 103 80.0-120 08/27/2020 02:34 WG1533004
(S) 4-Bromofluorobenzene 87.2 77.0-126 08/25/2020 22:26 WG1532299
(S) 4-Bromofluorobenzene 100 77.0-126 08/27/2020 02:34 WG1533004
(S) 1,2-Dichloroethane-d4 105 70.0-130 08/25/2020 22:26 WG1532299
(S) 1,2-Dichloroethane-d4 89.8 70.0-130 08/27/2020 02:34 WG1533004
Semi-Volatile Organic Compounds (GC) by Method 3511/8015
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
DRO w/ SGT U 0.0247 0.100 1 08/27/2020 13:04 WG1531031
(S) o-Terphenyl 74.2 52.0-156 08/27/2020 13:04 WG1531031
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 31
L1253135
B-5 MW
Collected date/time: 08/19/20 13:10
Wet Chemistry by Method 1664A
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Oil & Grease (Hexane Extr)U 1.22 5.26 1 08/26/2020 15:45 WG1532083
Wet Chemistry by Method 7199
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Hexavalent Chromium 0.000520 0.000150 0.000500 1 08/24/2020 18:39 WG1531101
Mercury by Method 7470A
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Mercury U 0.000100 0.000200 1 08/24/2020 14:02 WG1530995
Metals (ICPMS) by Method 6020
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Arsenic 0.0256 0.000735 0.00200 1 08/26/2020 00:58 WG1531332
Barium 0.243 0.00778 0.0200 1 08/26/2020 00:58 WG1531332
Cadmium 0.000757 J 0.000478 0.00100 1 08/26/2020 00:58 WG1531332
Chromium 0.0163 0.00149 0.00200 1 08/26/2020 00:58 WG1531332
Lead 0.0385 0.00249 0.00500 1 08/26/2020 00:58 WG1531332
Nickel 3.26 0.000952 0.00200 1 08/26/2020 00:58 WG1531332
Selenium 0.00276 0.000657 0.00200 1 08/26/2020 10:49 WG1531332
Silver 0.000623 J 0.000513 0.00200 1 08/26/2020 00:58 WG1531332
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Acetone U 0.0113 0.0500 1 08/24/2020 04:01 WG1531158
Acrolein U 0.00254 0.0500 1 08/24/2020 04:01 WG1531158
Acrylonitrile U J3 0.000671 0.0100 1 08/24/2020 04:01 WG1531158
Benzene 0.000285 J 0.0000941 0.00100 1 08/24/2020 04:01 WG1531158
Bromobenzene U 0.000118 0.00100 1 08/24/2020 04:01 WG1531158
Bromodichloromethane U 0.000136 0.00100 1 08/24/2020 04:01 WG1531158
Bromoform U 0.000129 0.00100 1 08/24/2020 04:01 WG1531158
Bromomethane U 0.000605 0.00500 1 08/24/2020 04:01 WG1531158
n-Butylbenzene U J4 0.000157 0.00100 1 08/24/2020 04:01 WG1531158
sec-Butylbenzene U 0.000125 0.00100 1 08/24/2020 04:01 WG1531158
tert-Butylbenzene U 0.000127 0.00100 1 08/24/2020 04:01 WG1531158
Carbon tetrachloride U 0.000128 0.00100 1 08/24/2020 04:01 WG1531158
Chlorobenzene U 0.000116 0.00100 1 08/24/2020 04:01 WG1531158
Chlorodibromomethane U 0.000140 0.00100 1 08/24/2020 04:01 WG1531158
Chloroethane U 0.000192 0.00500 1 08/24/2020 04:01 WG1531158
2-Chloroethyl vinyl ether U 0.000575 0.0500 1 08/24/2020 04:01 WG1531158
Chloroform U 0.000111 0.00500 1 08/24/2020 04:01 WG1531158
Chloromethane U 0.000960 0.00250 1 08/24/2020 04:01 WG1531158
2-Chlorotoluene U 0.000106 0.00100 1 08/24/2020 04:01 WG1531158
4-Chlorotoluene U 0.000114 0.00100 1 08/24/2020 04:01 WG1531158
1,2-Dibromo-3-Chloropropane U 0.000276 0.00500 1 08/24/2020 04:01 WG1531158
1,2-Dibromoethane U 0.000126 0.00100 1 08/24/2020 04:01 WG1531158
Dibromomethane U 0.000122 0.00100 1 08/24/2020 04:01 WG1531158
1,2-Dichlorobenzene U J4 0.000107 0.00100 1 08/24/2020 04:01 WG1531158
1,3-Dichlorobenzene U 0.000110 0.00100 1 08/24/2020 04:01 WG1531158
1,4-Dichlorobenzene U 0.000120 0.00100 1 08/24/2020 04:01 WG1531158
Dichlorodifluoromethane U 0.000374 0.00500 1 08/24/2020 04:01 WG1531158
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Terracon - Salt Lake City, UT 61207268 L1253135 08/28/20 19:57 65 of 123
ONE LAB. NATIONWIDE.SAMPLE RESULTS - 31
L1253135
B-5 MW
Collected date/time: 08/19/20 13:10
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
1,1-Dichloroethane U 0.000100 0.00100 1 08/24/2020 04:01 WG1531158
1,2-Dichloroethane U 0.0000819 0.00100 1 08/24/2020 04:01 WG1531158
1,1-Dichloroethene U 0.000188 0.00100 1 08/24/2020 04:01 WG1531158
cis-1,2-Dichloroethene U 0.000126 0.00100 1 08/24/2020 04:01 WG1531158
trans-1,2-Dichloroethene U 0.000149 0.00100 1 08/24/2020 04:01 WG1531158
1,2-Dichloropropane U 0.000149 0.00100 1 08/24/2020 04:01 WG1531158
1,1-Dichloropropene U 0.000142 0.00100 1 08/24/2020 04:01 WG1531158
1,3-Dichloropropane U 0.000110 0.00100 1 08/24/2020 04:01 WG1531158
cis-1,3-Dichloropropene U 0.000111 0.00100 1 08/24/2020 04:01 WG1531158
trans-1,3-Dichloropropene U 0.000118 0.00100 1 08/24/2020 04:01 WG1531158
2,2-Dichloropropane U 0.000161 0.00100 1 08/24/2020 04:01 WG1531158
Di-isopropyl ether U 0.000105 0.00100 1 08/24/2020 04:01 WG1531158
Ethylbenzene 0.00121 0.000137 0.00100 1 08/24/2020 04:01 WG1531158
Hexachloro-1,3-butadiene U 0.000337 0.00100 1 08/24/2020 04:01 WG1531158
Isopropylbenzene U 0.000105 0.00100 1 08/24/2020 04:01 WG1531158
p-Isopropyltoluene U 0.000120 0.00100 1 08/24/2020 04:01 WG1531158
2-Butanone (MEK)U 0.00119 0.0100 1 08/24/2020 04:01 WG1531158
Methylene Chloride U 0.000430 0.00500 1 08/24/2020 04:01 WG1531158
4-Methyl-2-pentanone (MIBK)U 0.000478 0.0100 1 08/24/2020 04:01 WG1531158
Methyl tert-butyl ether U 0.000101 0.00100 1 08/24/2020 04:01 WG1531158
Naphthalene U 0.00100 0.00500 1 08/24/2020 04:01 WG1531158
n-Propylbenzene U 0.0000993 0.00100 1 08/24/2020 04:01 WG1531158
Styrene U 0.000118 0.00100 1 08/24/2020 04:01 WG1531158
1,1,1,2-Tetrachloroethane U 0.000147 0.00100 1 08/24/2020 04:01 WG1531158
1,1,2,2-Tetrachloroethane U 0.000133 0.00100 1 08/24/2020 04:01 WG1531158
1,1,2-Trichlorotrifluoroethane U 0.000180 0.00100 1 08/24/2020 04:01 WG1531158
Tetrachloroethene U 0.000300 0.00100 1 08/24/2020 04:01 WG1531158
Toluene 0.000343 J 0.000278 0.00100 1 08/24/2020 04:01 WG1531158
1,2,3-Trichlorobenzene U 0.000230 0.00100 1 08/24/2020 04:01 WG1531158
1,2,4-Trichlorobenzene U 0.000481 0.00100 1 08/24/2020 04:01 WG1531158
1,1,1-Trichloroethane U 0.000149 0.00100 1 08/24/2020 04:01 WG1531158
1,1,2-Trichloroethane U 0.000158 0.00100 1 08/24/2020 04:01 WG1531158
Trichloroethene U 0.000190 0.00100 1 08/24/2020 04:01 WG1531158
Trichlorofluoromethane U 0.000160 0.00500 1 08/24/2020 04:01 WG1531158
1,2,3-Trichloropropane U 0.000237 0.00250 1 08/24/2020 04:01 WG1531158
1,2,4-Trimethylbenzene U 0.000322 0.00100 1 08/24/2020 04:01 WG1531158
1,2,3-Trimethylbenzene U 0.000104 0.00100 1 08/24/2020 04:01 WG1531158
1,3,5-Trimethylbenzene U 0.000104 0.00100 1 08/24/2020 04:01 WG1531158
Vinyl chloride U 0.000234 0.00100 1 08/24/2020 04:01 WG1531158
Xylenes, Total 0.00676 0.000174 0.00300 1 08/24/2020 04:01 WG1531158
(S) Toluene-d8 103 80.0-120 08/24/2020 04:01 WG1531158
(S) 4-Bromofluorobenzene 105 77.0-126 08/24/2020 04:01 WG1531158
(S) 1,2-Dichloroethane-d4 93.5 70.0-130 08/24/2020 04:01 WG1531158
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 32
L1253135
B-6 MW
Collected date/time: 08/19/20 14:18
Wet Chemistry by Method 7199
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Hexavalent Chromium 0.000184 J 0.000150 0.000500 1 08/24/2020 19:01 WG1531101
Mercury by Method 7470A
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Mercury U 0.000100 0.000200 1 08/24/2020 14:04 WG1530995
Metals (ICPMS) by Method 6020
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Arsenic 0.00239 0.000735 0.00200 1 08/26/2020 01:01 WG1531332
Barium 0.323 0.00778 0.0200 1 08/26/2020 01:01 WG1531332
Cadmium U 0.000478 0.00100 1 08/26/2020 01:01 WG1531332
Chromium U 0.00149 0.00200 1 08/26/2020 01:01 WG1531332
Lead U 0.00249 0.00500 1 08/26/2020 01:01 WG1531332
Nickel 0.0100 0.000952 0.00200 1 08/26/2020 01:01 WG1531332
Selenium 0.00185 J 0.000657 0.00200 1 08/26/2020 01:01 WG1531332
Silver U 0.000513 0.00200 1 08/26/2020 01:01 WG1531332
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Acetone U 0.0113 0.0500 1 08/24/2020 04:21 WG1531158
Acrolein U 0.00254 0.0500 1 08/24/2020 04:21 WG1531158
Acrylonitrile U J3 0.000671 0.0100 1 08/24/2020 04:21 WG1531158
Benzene 0.000143 J 0.0000941 0.00100 1 08/24/2020 04:21 WG1531158
Bromobenzene U 0.000118 0.00100 1 08/24/2020 04:21 WG1531158
Bromodichloromethane U 0.000136 0.00100 1 08/24/2020 04:21 WG1531158
Bromoform U 0.000129 0.00100 1 08/24/2020 04:21 WG1531158
Bromomethane U 0.000605 0.00500 1 08/24/2020 04:21 WG1531158
n-Butylbenzene U J4 0.000157 0.00100 1 08/24/2020 04:21 WG1531158
sec-Butylbenzene U 0.000125 0.00100 1 08/24/2020 04:21 WG1531158
tert-Butylbenzene U 0.000127 0.00100 1 08/24/2020 04:21 WG1531158
Carbon tetrachloride U 0.000128 0.00100 1 08/24/2020 04:21 WG1531158
Chlorobenzene U 0.000116 0.00100 1 08/24/2020 04:21 WG1531158
Chlorodibromomethane U 0.000140 0.00100 1 08/24/2020 04:21 WG1531158
Chloroethane U 0.000192 0.00500 1 08/24/2020 04:21 WG1531158
2-Chloroethyl vinyl ether U 0.000575 0.0500 1 08/24/2020 04:21 WG1531158
Chloroform U 0.000111 0.00500 1 08/24/2020 04:21 WG1531158
Chloromethane U 0.000960 0.00250 1 08/24/2020 04:21 WG1531158
2-Chlorotoluene U 0.000106 0.00100 1 08/24/2020 04:21 WG1531158
4-Chlorotoluene U 0.000114 0.00100 1 08/24/2020 04:21 WG1531158
1,2-Dibromo-3-Chloropropane U 0.000276 0.00500 1 08/24/2020 04:21 WG1531158
1,2-Dibromoethane U 0.000126 0.00100 1 08/24/2020 04:21 WG1531158
Dibromomethane U 0.000122 0.00100 1 08/24/2020 04:21 WG1531158
1,2-Dichlorobenzene U J4 0.000107 0.00100 1 08/24/2020 04:21 WG1531158
1,3-Dichlorobenzene U 0.000110 0.00100 1 08/24/2020 04:21 WG1531158
1,4-Dichlorobenzene U 0.000120 0.00100 1 08/24/2020 04:21 WG1531158
Dichlorodifluoromethane U 0.000374 0.00500 1 08/24/2020 04:21 WG1531158
1,1-Dichloroethane U 0.000100 0.00100 1 08/24/2020 04:21 WG1531158
1,2-Dichloroethane U 0.0000819 0.00100 1 08/24/2020 04:21 WG1531158
1,1-Dichloroethene U 0.000188 0.00100 1 08/24/2020 04:21 WG1531158
cis-1,2-Dichloroethene U 0.000126 0.00100 1 08/24/2020 04:21 WG1531158
trans-1,2-Dichloroethene U 0.000149 0.00100 1 08/24/2020 04:21 WG1531158
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 32
L1253135
B-6 MW
Collected date/time: 08/19/20 14:18
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
1,2-Dichloropropane U 0.000149 0.00100 1 08/24/2020 04:21 WG1531158
1,1-Dichloropropene U 0.000142 0.00100 1 08/24/2020 04:21 WG1531158
1,3-Dichloropropane U 0.000110 0.00100 1 08/24/2020 04:21 WG1531158
cis-1,3-Dichloropropene U 0.000111 0.00100 1 08/24/2020 04:21 WG1531158
trans-1,3-Dichloropropene U 0.000118 0.00100 1 08/24/2020 04:21 WG1531158
2,2-Dichloropropane U 0.000161 0.00100 1 08/24/2020 04:21 WG1531158
Di-isopropyl ether U 0.000105 0.00100 1 08/24/2020 04:21 WG1531158
Ethylbenzene U 0.000137 0.00100 1 08/24/2020 04:21 WG1531158
Hexachloro-1,3-butadiene U 0.000337 0.00100 1 08/24/2020 04:21 WG1531158
Isopropylbenzene U 0.000105 0.00100 1 08/24/2020 04:21 WG1531158
p-Isopropyltoluene U 0.000120 0.00100 1 08/24/2020 04:21 WG1531158
2-Butanone (MEK)U 0.00119 0.0100 1 08/24/2020 04:21 WG1531158
Methylene Chloride U 0.000430 0.00500 1 08/24/2020 04:21 WG1531158
4-Methyl-2-pentanone (MIBK)U 0.000478 0.0100 1 08/24/2020 04:21 WG1531158
Methyl tert-butyl ether U 0.000101 0.00100 1 08/24/2020 04:21 WG1531158
Naphthalene U 0.00100 0.00500 1 08/24/2020 04:21 WG1531158
n-Propylbenzene U 0.0000993 0.00100 1 08/24/2020 04:21 WG1531158
Styrene U 0.000118 0.00100 1 08/24/2020 04:21 WG1531158
1,1,1,2-Tetrachloroethane U 0.000147 0.00100 1 08/24/2020 04:21 WG1531158
1,1,2,2-Tetrachloroethane U 0.000133 0.00100 1 08/24/2020 04:21 WG1531158
1,1,2-Trichlorotrifluoroethane U 0.000180 0.00100 1 08/24/2020 04:21 WG1531158
Tetrachloroethene U 0.000300 0.00100 1 08/24/2020 04:21 WG1531158
Toluene U 0.000278 0.00100 1 08/24/2020 04:21 WG1531158
1,2,3-Trichlorobenzene U 0.000230 0.00100 1 08/24/2020 04:21 WG1531158
1,2,4-Trichlorobenzene U 0.000481 0.00100 1 08/24/2020 04:21 WG1531158
1,1,1-Trichloroethane U 0.000149 0.00100 1 08/24/2020 04:21 WG1531158
1,1,2-Trichloroethane U 0.000158 0.00100 1 08/24/2020 04:21 WG1531158
Trichloroethene U 0.000190 0.00100 1 08/24/2020 04:21 WG1531158
Trichlorofluoromethane U 0.000160 0.00500 1 08/24/2020 04:21 WG1531158
1,2,3-Trichloropropane U 0.000237 0.00250 1 08/24/2020 04:21 WG1531158
1,2,4-Trimethylbenzene U 0.000322 0.00100 1 08/24/2020 04:21 WG1531158
1,2,3-Trimethylbenzene U 0.000104 0.00100 1 08/24/2020 04:21 WG1531158
1,3,5-Trimethylbenzene U 0.000104 0.00100 1 08/24/2020 04:21 WG1531158
Vinyl chloride U 0.000234 0.00100 1 08/24/2020 04:21 WG1531158
Xylenes, Total 0.000412 J 0.000174 0.00300 1 08/24/2020 04:21 WG1531158
(S) Toluene-d8 106 80.0-120 08/24/2020 04:21 WG1531158
(S) 4-Bromofluorobenzene 104 77.0-126 08/24/2020 04:21 WG1531158
(S) 1,2-Dichloroethane-d4 95.9 70.0-130 08/24/2020 04:21 WG1531158
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 33
L1253135
B-1M W
Collected date/time: 08/19/20 14:48
Wet Chemistry by Method 7199
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Hexavalent Chromium U 0.000150 0.000500 1 08/24/2020 19:08 WG1531101
Mercury by Method 7470A
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Mercury U 0.000100 0.000200 1 08/24/2020 14:06 WG1530995
Metals (ICPMS) by Method 6020
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Arsenic 0.0100 0.000735 0.00200 1 08/26/2020 01:04 WG1531332
Barium 0.0713 0.00778 0.0200 1 08/26/2020 01:04 WG1531332
Cadmium U 0.000478 0.00100 1 08/26/2020 01:04 WG1531332
Chromium U 0.00149 0.00200 1 08/26/2020 01:04 WG1531332
Lead U 0.00249 0.00500 1 08/26/2020 01:04 WG1531332
Nickel 0.00490 0.000952 0.00200 1 08/26/2020 01:04 WG1531332
Selenium 0.00115 J 0.000657 0.00200 1 08/26/2020 10:55 WG1531332
Silver U 0.000513 0.00200 1 08/26/2020 01:04 WG1531332
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Acetone U 0.0113 0.0500 1 08/24/2020 04:41 WG1531158
Acrolein U 0.00254 0.0500 1 08/24/2020 04:41 WG1531158
Acrylonitrile U J3 0.000671 0.0100 1 08/24/2020 04:41 WG1531158
Benzene U 0.0000941 0.00100 1 08/24/2020 04:41 WG1531158
Bromobenzene U 0.000118 0.00100 1 08/24/2020 04:41 WG1531158
Bromodichloromethane U 0.000136 0.00100 1 08/24/2020 04:41 WG1531158
Bromoform U 0.000129 0.00100 1 08/24/2020 04:41 WG1531158
Bromomethane U 0.000605 0.00500 1 08/24/2020 04:41 WG1531158
n-Butylbenzene U J4 0.000157 0.00100 1 08/24/2020 04:41 WG1531158
sec-Butylbenzene U 0.000125 0.00100 1 08/24/2020 04:41 WG1531158
tert-Butylbenzene U 0.000127 0.00100 1 08/24/2020 04:41 WG1531158
Carbon tetrachloride U 0.000128 0.00100 1 08/24/2020 04:41 WG1531158
Chlorobenzene U 0.000116 0.00100 1 08/24/2020 04:41 WG1531158
Chlorodibromomethane U 0.000140 0.00100 1 08/24/2020 04:41 WG1531158
Chloroethane U 0.000192 0.00500 1 08/24/2020 04:41 WG1531158
2-Chloroethyl vinyl ether U 0.000575 0.0500 1 08/24/2020 04:41 WG1531158
Chloroform U 0.000111 0.00500 1 08/24/2020 04:41 WG1531158
Chloromethane U 0.000960 0.00250 1 08/24/2020 04:41 WG1531158
2-Chlorotoluene U 0.000106 0.00100 1 08/24/2020 04:41 WG1531158
4-Chlorotoluene U 0.000114 0.00100 1 08/24/2020 04:41 WG1531158
1,2-Dibromo-3-Chloropropane U 0.000276 0.00500 1 08/24/2020 04:41 WG1531158
1,2-Dibromoethane U 0.000126 0.00100 1 08/24/2020 04:41 WG1531158
Dibromomethane U 0.000122 0.00100 1 08/24/2020 04:41 WG1531158
1,2-Dichlorobenzene U J4 0.000107 0.00100 1 08/24/2020 04:41 WG1531158
1,3-Dichlorobenzene U 0.000110 0.00100 1 08/24/2020 04:41 WG1531158
1,4-Dichlorobenzene U 0.000120 0.00100 1 08/24/2020 04:41 WG1531158
Dichlorodifluoromethane U 0.000374 0.00500 1 08/24/2020 04:41 WG1531158
1,1-Dichloroethane U 0.000100 0.00100 1 08/24/2020 04:41 WG1531158
1,2-Dichloroethane U 0.0000819 0.00100 1 08/24/2020 04:41 WG1531158
1,1-Dichloroethene U 0.000188 0.00100 1 08/24/2020 04:41 WG1531158
cis-1,2-Dichloroethene U 0.000126 0.00100 1 08/24/2020 04:41 WG1531158
trans-1,2-Dichloroethene U 0.000149 0.00100 1 08/24/2020 04:41 WG1531158
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 33
L1253135
B-1M W
Collected date/time: 08/19/20 14:48
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
1,2-Dichloropropane U 0.000149 0.00100 1 08/24/2020 04:41 WG1531158
1,1-Dichloropropene U 0.000142 0.00100 1 08/24/2020 04:41 WG1531158
1,3-Dichloropropane U 0.000110 0.00100 1 08/24/2020 04:41 WG1531158
cis-1,3-Dichloropropene U 0.000111 0.00100 1 08/24/2020 04:41 WG1531158
trans-1,3-Dichloropropene U 0.000118 0.00100 1 08/24/2020 04:41 WG1531158
2,2-Dichloropropane U 0.000161 0.00100 1 08/24/2020 04:41 WG1531158
Di-isopropyl ether U 0.000105 0.00100 1 08/24/2020 04:41 WG1531158
Ethylbenzene 0.000400 J 0.000137 0.00100 1 08/24/2020 04:41 WG1531158
Hexachloro-1,3-butadiene U 0.000337 0.00100 1 08/24/2020 04:41 WG1531158
Isopropylbenzene U 0.000105 0.00100 1 08/24/2020 04:41 WG1531158
p-Isopropyltoluene U 0.000120 0.00100 1 08/24/2020 04:41 WG1531158
2-Butanone (MEK)U 0.00119 0.0100 1 08/24/2020 04:41 WG1531158
Methylene Chloride U 0.000430 0.00500 1 08/24/2020 04:41 WG1531158
4-Methyl-2-pentanone (MIBK)U 0.000478 0.0100 1 08/24/2020 04:41 WG1531158
Methyl tert-butyl ether U 0.000101 0.00100 1 08/24/2020 04:41 WG1531158
Naphthalene U 0.00100 0.00500 1 08/24/2020 04:41 WG1531158
n-Propylbenzene U 0.0000993 0.00100 1 08/24/2020 04:41 WG1531158
Styrene U 0.000118 0.00100 1 08/24/2020 04:41 WG1531158
1,1,1,2-Tetrachloroethane U 0.000147 0.00100 1 08/24/2020 04:41 WG1531158
1,1,2,2-Tetrachloroethane U 0.000133 0.00100 1 08/24/2020 04:41 WG1531158
1,1,2-Trichlorotrifluoroethane U 0.000180 0.00100 1 08/24/2020 04:41 WG1531158
Tetrachloroethene U 0.000300 0.00100 1 08/24/2020 04:41 WG1531158
Toluene U 0.000278 0.00100 1 08/24/2020 04:41 WG1531158
1,2,3-Trichlorobenzene U 0.000230 0.00100 1 08/24/2020 04:41 WG1531158
1,2,4-Trichlorobenzene U 0.000481 0.00100 1 08/24/2020 04:41 WG1531158
1,1,1-Trichloroethane U 0.000149 0.00100 1 08/24/2020 04:41 WG1531158
1,1,2-Trichloroethane U 0.000158 0.00100 1 08/24/2020 04:41 WG1531158
Trichloroethene U 0.000190 0.00100 1 08/24/2020 04:41 WG1531158
Trichlorofluoromethane U 0.000160 0.00500 1 08/24/2020 04:41 WG1531158
1,2,3-Trichloropropane U 0.000237 0.00250 1 08/24/2020 04:41 WG1531158
1,2,4-Trimethylbenzene U 0.000322 0.00100 1 08/24/2020 04:41 WG1531158
1,2,3-Trimethylbenzene U 0.000104 0.00100 1 08/24/2020 04:41 WG1531158
1,3,5-Trimethylbenzene U 0.000104 0.00100 1 08/24/2020 04:41 WG1531158
Vinyl chloride U 0.000234 0.00100 1 08/24/2020 04:41 WG1531158
Xylenes, Total 0.00219 J 0.000174 0.00300 1 08/24/2020 04:41 WG1531158
(S) Toluene-d8 105 80.0-120 08/24/2020 04:41 WG1531158
(S) 4-Bromofluorobenzene 109 77.0-126 08/24/2020 04:41 WG1531158
(S) 1,2-Dichloroethane-d4 97.0 70.0-130 08/24/2020 04:41 WG1531158
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532073
Total Solids by Method 2540 G-2011 L1253135-01
Method Blank (MB)
(MB) R3564224-1 08/26/20 12:21
MB Result MB Qualifier MB MDL MB RDL
Analyte %%%
Total Solids 0.000
L1253064-01 Original Sample (OS) • Duplicate (DUP)
(OS) L1253064-01 08/26/20 12:21 • (DUP) R3564224-3 08/26/20 12:21
Original Result DUP Result Dilution DUP RPD DUP Qualifier DUP RPD
Limits
Analyte %%%%
Total Solids 92.0 92.1 1 0.128 10
Laboratory Control Sample (LCS)
(LCS) R3564224-2 08/26/20 12:21
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte %%%%
Total Solids 50.0 50.0 100 85.0-115
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532074
Total Solids by Method 2540 G-2011 L1253135-02,03,04,05,06,07,08,09,10,11
Method Blank (MB)
(MB) R3564329-1 08/26/20 22:38
MB Result MB Qualifier MB MDL MB RDL
Analyte %%%
Total Solids 0.000
L1253135-11 Original Sample (OS) • Duplicate (DUP)
(OS) L1253135-11 08/26/20 22:38 • (DUP) R3564329-3 08/26/20 22:38
Original Result DUP Result Dilution DUP RPD DUP Qualifier DUP RPD
Limits
Analyte %%%%
Total Solids 81.1 80.4 1 0.893 10
Laboratory Control Sample (LCS)
(LCS) R3564329-2 08/26/20 22:38
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte %%%%
Total Solids 50.0 49.9 99.9 85.0-115
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532076
Total Solids by Method 2540 G-2011 L1253135-12,13,14,15,16,17,20,21,23,24
Method Blank (MB)
(MB) R3564341-1 08/26/20 23:14
MB Result MB Qualifier MB MDL MB RDL
Analyte %%%
Total Solids 0.000
L1253135-13 Original Sample (OS) • Duplicate (DUP)
(OS) L1253135-13 08/26/20 23:14 • (DUP) R3564341-3 08/26/20 23:14
Original Result DUP Result Dilution DUP RPD DUP Qualifier DUP RPD
Limits
Analyte %%%%
Total Solids 64.3 63.5 1 1.34 10
Laboratory Control Sample (LCS)
(LCS) R3564341-2 08/26/20 23:14
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte %%%%
Total Solids 50.0 50.0 100 85.0-115
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532077
Total Solids by Method 2540 G-2011 L1253135-26,27
Method Blank (MB)
(MB) R3564334-1 08/26/20 22:59
MB Result MB Qualifier MB MDL MB RDL
Analyte %%%
Total Solids 0.00300
L1253135-27 Original Sample (OS) • Duplicate (DUP)
(OS) L1253135-27 08/26/20 22:59 • (DUP) R3564334-3 08/26/20 22:59
Original Result DUP Result Dilution DUP RPD DUP Qualifier DUP RPD
Limits
Analyte %%%%
Total Solids 64.2 61.0 1 5.08 10
Laboratory Control Sample (LCS)
(LCS) R3564334-2 08/26/20 22:59
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte %%%%
Total Solids 50.0 50.0 100 85.0-115
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532083
Wet Chemistry by Method 1664A L1253135-30,31
Method Blank (MB)
(MB) R3564105-1 08/26/20 15:45
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/l mg/l mg/l
Oil & Grease (Hexane Extr)U 1.16 5.00
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R3564105-2 08/26/20 15:45 • (LCSD) R3564105-3 08/26/20 15:45
Spike Amount LCS Result LCSD Result LCS Rec.LCSD Rec.Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits
Analyte mg/l mg/l mg/l %%%%%
Oil & Grease (Hexane Extr)40.0 32.2 33.9 80.5 84.8 78.0-114 5.14 20
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1533425
Wet Chemistry by Method 3060A/7196A L1253135-02,03,04,05,06,07,09,10,11,13,14,15,16,17,20,21,23,24,26,27
Method Blank (MB)
(MB) R3565045-1 08/28/20 17:29
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/kg mg/kg mg/kg
Chromium,Hexavalent U 0.640 2.00
L1253135-02 Original Sample (OS) • Duplicate (DUP)
(OS) L1253135-02 08/28/20 17:30 • (DUP) R3565045-3 08/28/20 17:36
Original Result
(dry)
DUP Result
(dry)Dilution DUP RPD DUP Qualifier DUP RPD
Limits
Analyte mg/kg mg/kg %%
Chromium,Hexavalent 0.861 0.920 1 6.59 J 20
L1253135-27 Original Sample (OS) • Duplicate (DUP)
(OS) L1253135-27 08/28/20 18:29 • (DUP) R3565045-8 08/28/20 18:30
Original Result
(dry)
DUP Result
(dry)Dilution DUP RPD DUP Qualifier DUP RPD
Limits
Analyte mg/kg mg/kg %%
Chromium,Hexavalent U U 1 0.000 20
Laboratory Control Sample (LCS)
(LCS) R3565045-2 08/28/20 17:29
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte mg/kg mg/kg %%
Chromium,Hexavalent 24.0 22.8 95.0 80.0-120
L1253135-03 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1253135-03 08/28/20 17:37 • (MS) R3565045-4 08/28/20 17:44 • (MSD) R3565045-5 08/28/20 17:45
Spike Amount
(dry)
Original Result
(dry)MS Result (dry)MSD Result
(dry)MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg mg/kg %%%%%
Chromium,Hexavalent 22.2 U 20.6 21.0 92.7 94.6 1 75.0-125 2.07 20
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1533425
Wet Chemistry by Method 3060A/7196A L1253135-02,03,04,05,06,07,09,10,11,13,14,15,16,17,20,21,23,24,26,27
L1253135-03 Original Sample (OS) • Matrix Spike (MS)
(OS) L1253135-03 08/28/20 17:37 • (MS) R3565045-6 08/28/20 17:45
Spike Amount
(dry)
Original Result
(dry)MS Result (dry)MS Rec.Dilution Rec. Limits MS Qualifier
Analyte mg/kg mg/kg mg/kg %%
Chromium,Hexavalent 750 U 780 104 50 75.0-125
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1531101
Wet Chemistry by Method 7199 L1253135-18,19,22,25,28,29,31,32,33
Method Blank (MB)
(MB) R3563547-1 08/24/20 15:31
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/l mg/l mg/l
Hexavalent Chromium U 0.000150 0.000500
L1251813-01 Original Sample (OS) • Duplicate (DUP)
(OS) L1251813-01 08/24/20 15:58 • (DUP) R3563547-3 08/24/20 16:07
Original Result DUP Result Dilution DUP RPD DUP Qualifier DUP RPD
Limits
Analyte mg/l mg/l %%
Hexavalent Chromium U U 1 0.000 20
L1252531-04 Original Sample (OS) • Duplicate (DUP)
(OS) L1252531-04 08/24/20 19:38 • (DUP) R3563547-7 08/24/20 19:45
Original Result DUP Result Dilution DUP RPD DUP Qualifier DUP RPD
Limits
Analyte mg/l mg/l %%
Hexavalent Chromium U U 1 0.000 20
Laboratory Control Sample (LCS)
(LCS) R3563547-2 08/24/20 15:38
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte mg/l mg/l %%
Hexavalent Chromium 0.00200 0.00200 100 90.0-110
L1252067-01 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1252067-01 08/24/20 16:36 • (MS) R3563547-4 08/24/20 16:44 • (MSD) R3563547-5 08/24/20 16:51
Spike Amount Original Result MS Result MSD Result MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/l mg/l mg/l mg/l %%%%%
Hexavalent Chromium 0.0500 U 0.0517 0.0515 103 103 1 90.0-110 0.289 20
L1252504-09 Original Sample (OS) • Matrix Spike (MS)
(OS) L1252504-09 08/24/20 19:23 • (MS) R3563547-6 08/24/20 19:31
Spike Amount Original Result MS Result MS Rec.Dilution Rec. Limits MS Qualifier
Analyte mg/l mg/l mg/l %%
Hexavalent Chromium 0.0500 U 0.0505 101 1 90.0-110
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1531298
Wet Chemistry by Method 9071B L1253135-08,12
Method Blank (MB)
(MB) R3563231-1 08/24/20 14:57
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/kg mg/kg mg/kg
Oil & Grease (Hexane Extr)U 33.0 100
L1252948-01 Original Sample (OS) • Duplicate (DUP)
(OS) L1252948-01 08/24/20 14:57 • (DUP) R3563231-4 08/24/20 14:57
Original Result
(dry)
DUP Result
(dry)Dilution DUP RPD DUP Qualifier DUP RPD
Limits
Analyte %%
Oil & Grease (Hexane Extr)244 88.9 1 93.1 P1 20
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R3563231-2 08/24/20 14:57 • (LCSD) R3563231-3 08/24/20 14:57
Spike Amount LCS Result LCSD Result LCS Rec.LCSD Rec.Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg %%%%%
Oil & Grease (Hexane Extr)4000 3300 3690 82.6 92.2 80.0-120 11.0 20
L1252948-01 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1252948-01 08/24/20 14:57 • (MS) R3563231-5 08/24/20 14:57 • (MSD) R3563231-6 08/24/20 14:57
Spike Amount
(dry)
Original Result
(dry)MS Result (dry)MSD Result
(dry)MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/kg %%%%%
Oil & Grease (Hexane Extr)4000 244 1520 2810 28.3 57.0 1 80.0-120 J6 J3 J6 59.6 20
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1530995
Mercury by Method 7470A L1253135-18,19,22,25,28,29,30,31,32,33
Method Blank (MB)
(MB) R3563185-1 08/24/20 12:32
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/l mg/l mg/l
Mercury U 0.000100 0.000200
Laboratory Control Sample (LCS)
(LCS) R3563185-2 08/24/20 12:34
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte mg/l mg/l %%
Mercury 0.00300 0.00308 103 80.0-120
L1253133-01 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1253133-01 08/24/20 12:36 • (MS) R3563185-3 08/24/20 12:38 • (MSD) R3563185-4 08/24/20 13:36
Spike Amount Original Result MS Result MSD Result MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/l mg/l mg/l mg/l %%%%%
Mercury 0.00300 U 0.00297 0.00298 98.9 99.3 1 75.0-125 0.370 20
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532261
Mercury by Method 7471A L1253135-01,02,03,04,05,06,07,08,09,10,11,13,14,15,16,17,20,21,23,24
Method Blank (MB)
(MB) R3563998-1 08/26/20 10:39
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/kg mg/kg mg/kg
Mercury U 0.0180 0.0400
Laboratory Control Sample (LCS)
(LCS) R3563998-2 08/26/20 10:41
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte mg/kg mg/kg %%
Mercury 0.500 0.501 100 80.0-120
L1253135-21 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1253135-21 08/26/20 10:49 • (MS) R3563998-3 08/26/20 10:51 • (MSD) R3563998-4 08/26/20 10:54
Spike Amount
(dry)
Original Result
(dry)MS Result (dry)MSD Result
(dry)MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg mg/kg %%%%%
Mercury 0.825 U 0.744 0.758 90.1 91.8 1 75.0-125 1.87 20
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532533
Mercury by Method 7471A L1253135-26,27
Method Blank (MB)
(MB) R3564203-1 08/26/20 20:21
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/kg mg/kg mg/kg
Mercury U 0.0180 0.0400
Laboratory Control Sample (LCS)
(LCS) R3564203-2 08/26/20 20:23
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte mg/kg mg/kg %%
Mercury 0.500 0.476 95.1 80.0-120
L1253063-01 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1253063-01 08/26/20 20:31 • (MS) R3564203-3 08/26/20 20:33 • (MSD) R3564203-4 08/26/20 20:36
Spike Amount Original Result MS Result MSD Result MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg mg/kg %%%%%
Mercury 0.500 0.253 0.0205 0.0257 0.000 0.000 1 75.0-125 J6 J3 J6 22.7 20
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1531332
Metals (ICPMS) by Method 6020 L1253135-18,19,22,25,28,29,30,31,32,33
Method Blank (MB)
(MB) R3563763-1 08/25/20 23:04
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/l mg/l mg/l
Arsenic U 0.000735 0.00200
Barium U 0.00778 0.0200
Cadmium U 0.000478 0.00100
Chromium U 0.00149 0.00200
Lead U 0.00249 0.00500
Nickel U 0.000952 0.00200
Selenium U 0.000657 0.00200
Silver U 0.000513 0.00200
Laboratory Control Sample (LCS)
(LCS) R3563763-2 08/25/20 23:07
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte mg/l mg/l %%
Arsenic 0.0500 0.0457 91.3 80.0-120
Barium 0.0500 0.0442 88.4 80.0-120
Cadmium 0.0500 0.0465 92.9 80.0-120
Chromium 0.0500 0.0466 93.2 80.0-120
Lead 0.0500 0.0455 90.9 80.0-120
Nickel 0.0500 0.0466 93.2 80.0-120
Selenium 0.0500 0.0490 97.9 80.0-120
Silver 0.0500 0.0475 95.0 80.0-120
L1244540-05 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1244540-05 08/25/20 23:11 • (MS) R3563763-3 08/25/20 23:17 • (MSD) R3563763-4 08/25/20 23:20
Spike Amount Original Result MS Result MSD Result MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/l mg/l mg/l mg/l %%%%%
Arsenic 0.0500 0.00274 0.0491 0.0496 92.7 93.7 1 75.0-125 1.08 20
Barium 0.0500 0.0407 0.0874 0.0874 93.4 93.4 1 75.0-125 0.000583 20
Cadmium 0.0500 U 0.0478 0.0478 95.5 95.5 1 75.0-125 0.0103 20
Chromium 0.0500 U 0.0472 0.0478 94.5 95.7 1 75.0-125 1.28 20
Lead 0.0500 U 0.0477 0.0475 95.4 95.0 1 75.0-125 0.510 20
Nickel 0.0500 U 0.0470 0.0476 94.0 95.2 1 75.0-125 1.20 20
Selenium 0.0500 U 0.0499 0.0497 99.8 99.4 1 75.0-125 0.481 20
Silver 0.0500 U 0.0485 0.0488 97.1 97.6 1 75.0-125 0.554 20
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532137
Metals (ICPMS) by Method 6020 L1253135-01,02,03,04,05,06,07,08,09,10,11,13,14,15,16,17,20,21,23,24
Method Blank (MB)
(MB) R3564158-1 08/26/20 18:05
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/kg mg/kg mg/kg
Arsenic U 0.422 1.00
Barium U 1.25 2.50
Cadmium U 0.406 1.00
Chromium U 2.24 5.00
Lead U 1.00 2.00
Nickel U 1.21 2.50
Selenium U 1.01 2.50
Silver U 0.213 0.500
Laboratory Control Sample (LCS)
(LCS) R3564158-2 08/26/20 18:08
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte mg/kg mg/kg %%
Arsenic 100 94.5 94.5 80.0-120
Barium 100 98.9 98.9 80.0-120
Cadmium 100 98.1 98.1 80.0-120
Chromium 100 98.6 98.6 80.0-120
Lead 100 97.9 97.9 80.0-120
Nickel 100 101 101 80.0-120
Selenium 100 103 103 80.0-120
Silver 20.0 20.2 101 80.0-120
L1253135-11 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1253135-11 08/26/20 18:12 • (MS) R3564158-5 08/26/20 18:21 • (MSD) R3564158-6 08/26/20 18:25
Spike Amount
(dry)
Original Result
(dry)MS Result (dry)MSD Result
(dry)MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg mg/kg %%%%%
Arsenic 24.7 1.59 115 116 92.4 92.6 5 75.0-125 0.247 20
Barium 24.7 77.3 192 199 93.0 98.5 5 75.0-125 3.51 20
Cadmium 24.7 U 120 122 97.3 99.3 5 75.0-125 2.04 20
Chromium 24.7 8.93 127 129 95.9 97.2 5 75.0-125 1.26 20
Lead 24.7 5.59 122 123 94.2 95.5 5 75.0-125 1.32 20
Nickel 24.7 6.59 124 127 95.3 97.4 5 75.0-125 2.14 20
Selenium 24.7 U 126 129 102 105 5 75.0-125 2.49 20
Silver 4.93 U 24.3 24.9 98.7 101 5 75.0-125 2.43 20
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532138
Metals (ICPMS) by Method 6020 L1253135-26,27
Method Blank (MB)
(MB) R3564147-1 08/26/20 16:39
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/kg mg/kg mg/kg
Arsenic U 0.422 1.00
Barium U 1.25 2.50
Cadmium U 0.406 1.00
Chromium U 2.24 5.00
Lead U 1.00 2.00
Nickel U 1.21 2.50
Selenium U 1.01 2.50
Silver U 0.213 0.500
Laboratory Control Sample (LCS)
(LCS) R3564147-2 08/26/20 16:43
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte mg/kg mg/kg %%
Arsenic 100 90.5 90.5 80.0-120
Barium 100 95.5 95.5 80.0-120
Cadmium 100 95.7 95.7 80.0-120
Chromium 100 94.0 94.0 80.0-120
Lead 100 95.3 95.3 80.0-120
Nickel 100 95.8 95.8 80.0-120
Selenium 100 100 100 80.0-120
Silver 20.0 19.7 98.6 80.0-120
L1253393-14 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1253393-14 08/26/20 16:46 • (MS) R3564147-5 08/26/20 16:56 • (MSD) R3564147-6 08/26/20 16:59
Spike Amount Original Result MS Result MSD Result MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg mg/kg %%%%%
Arsenic 20.0 7.26 94.0 101 86.7 93.8 5 75.0-125 7.22 20
Barium 20.0 138 230 255 92.3 117 5 75.0-125 10.3 20
Cadmium 20.0 U 94.8 101 94.8 101 5 75.0-125 5.90 20
Chromium 20.0 31.5 121 130 89.5 98.7 5 75.0-125 7.37 20
Lead 20.0 21.9 116 125 94.1 103 5 75.0-125 7.55 20
Nickel 20.0 20.6 110 117 89.2 96.5 5 75.0-125 6.40 20
Selenium 20.0 U 99.9 107 99.9 107 5 75.0-125 6.66 20
Silver 4.00 U 19.0 20.2 95.0 101 5 75.0-125 6.15 20
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1531158
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-18,19,22,25,28,29,31,32,33
Method Blank (MB)
(MB) R3563560-3 08/24/20 00:09
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/l mg/l mg/l
Acetone U 0.0113 0.0500
Acrolein U 0.00254 0.0500
Acrylonitrile U 0.000671 0.0100
Benzene U 0.0000941 0.00100
Bromobenzene U 0.000118 0.00100
Bromodichloromethane U 0.000136 0.00100
Bromoform U 0.000129 0.00100
Bromomethane U 0.000605 0.00500
n-Butylbenzene U 0.000157 0.00100
sec-Butylbenzene U 0.000125 0.00100
tert-Butylbenzene U 0.000127 0.00100
Carbon tetrachloride U 0.000128 0.00100
Chlorobenzene U 0.000116 0.00100
Chlorodibromomethane U 0.000140 0.00100
Chloroethane U 0.000192 0.00500
2-Chloroethyl vinyl ether U 0.000575 0.0500
Chloroform U 0.000111 0.00500
Chloromethane U 0.000960 0.00250
2-Chlorotoluene U 0.000106 0.00100
4-Chlorotoluene U 0.000114 0.00100
1,2-Dibromo-3-Chloropropane U 0.000276 0.00500
1,2-Dibromoethane U 0.000126 0.00100
Dibromomethane U 0.000122 0.00100
1,2-Dichlorobenzene U 0.000107 0.00100
1,3-Dichlorobenzene U 0.000110 0.00100
1,4-Dichlorobenzene U 0.000120 0.00100
Dichlorodifluoromethane U 0.000374 0.00500
1,1-Dichloroethane U 0.000100 0.00100
1,2-Dichloroethane U 0.0000819 0.00100
1,1-Dichloroethene U 0.000188 0.00100
cis-1,2-Dichloroethene U 0.000126 0.00100
trans-1,2-Dichloroethene U 0.000149 0.00100
1,2-Dichloropropane U 0.000149 0.00100
1,1-Dichloropropene U 0.000142 0.00100
1,3-Dichloropropane U 0.000110 0.00100
cis-1,3-Dichloropropene U 0.000111 0.00100
trans-1,3-Dichloropropene U 0.000118 0.00100
2,2-Dichloropropane U 0.000161 0.00100
Di-isopropyl ether U 0.000105 0.00100
Ethylbenzene U 0.000137 0.00100
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1531158
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-18,19,22,25,28,29,31,32,33
Method Blank (MB)
(MB) R3563560-3 08/24/20 00:09
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/l mg/l mg/l
Hexachloro-1,3-butadiene U 0.000337 0.00100
Isopropylbenzene U 0.000105 0.00100
p-Isopropyltoluene U 0.000120 0.00100
2-Butanone (MEK)U 0.00119 0.0100
Methylene Chloride U 0.000430 0.00500
4-Methyl-2-pentanone (MIBK)U 0.000478 0.0100
Methyl tert-butyl ether U 0.000101 0.00100
Naphthalene U 0.00100 0.00500
n-Propylbenzene U 0.0000993 0.00100
Styrene U 0.000118 0.00100
1,1,1,2-Tetrachloroethane U 0.000147 0.00100
1,1,2,2-Tetrachloroethane U 0.000133 0.00100
Tetrachloroethene U 0.000300 0.00100
Toluene U 0.000278 0.00100
1,1,2-Trichlorotrifluoroethane U 0.000180 0.00100
1,2,3-Trichlorobenzene U 0.000230 0.00100
1,2,4-Trichlorobenzene U 0.000481 0.00100
1,1,1-Trichloroethane U 0.000149 0.00100
1,1,2-Trichloroethane U 0.000158 0.00100
Trichloroethene U 0.000190 0.00100
Trichlorofluoromethane U 0.000160 0.00500
1,2,3-Trichloropropane U 0.000237 0.00250
1,2,3-Trimethylbenzene U 0.000104 0.00100
1,2,4-Trimethylbenzene U 0.000322 0.00100
1,3,5-Trimethylbenzene U 0.000104 0.00100
Vinyl chloride U 0.000234 0.00100
Xylenes, Total U 0.000174 0.00300
(S) Toluene-d8 104 80.0-120
(S) 4-Bromofluorobenzene 108 77.0-126
(S) 1,2-Dichloroethane-d4 96.4 70.0-130
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R3563560-1 08/23/20 23:08 • (LCSD) R3563560-2 08/23/20 23:29
Spike Amount LCS Result LCSD Result LCS Rec.LCSD Rec.Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits
Analyte mg/l mg/l mg/l %%%%%
Acetone 0.0250 0.0130 0.0155 52.0 62.0 19.0-160 17.5 27
Acrolein 0.0250 0.0158 0.0165 63.2 66.0 10.0-160 4.33 26
Acrylonitrile 0.0250 0.0181 0.0257 72.4 103 55.0-149 J3 34.7 20
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1531158
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-18,19,22,25,28,29,31,32,33
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R3563560-1 08/23/20 23:08 • (LCSD) R3563560-2 08/23/20 23:29
Spike Amount LCS Result LCSD Result LCS Rec.LCSD Rec.Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits
Analyte mg/l mg/l mg/l %%%%%
Benzene 0.00500 0.00485 0.00484 97.0 96.8 70.0-123 0.206 20
Bromobenzene 0.00500 0.00446 0.00454 89.2 90.8 73.0-121 1.78 20
Bromodichloromethane 0.00500 0.00493 0.00516 98.6 103 75.0-120 4.56 20
Bromoform 0.00500 0.00578 0.00597 116 119 68.0-132 3.23 20
Bromomethane 0.00500 0.00317 0.00325 63.4 65.0 10.0-160 2.49 25
n-Butylbenzene 0.00500 0.00355 0.00369 71.0 73.8 73.0-125 J4 3.87 20
sec-Butylbenzene 0.00500 0.00409 0.00420 81.8 84.0 75.0-125 2.65 20
tert-Butylbenzene 0.00500 0.00447 0.00448 89.4 89.6 76.0-124 0.223 20
Carbon tetrachloride 0.00500 0.00479 0.00523 95.8 105 68.0-126 8.78 20
Chlorobenzene 0.00500 0.00495 0.00517 99.0 103 80.0-121 4.35 20
Chlorodibromomethane 0.00500 0.00551 0.00578 110 116 77.0-125 4.78 20
Chloroethane 0.00500 0.00362 0.00319 72.4 63.8 47.0-150 12.6 20
2-Chloroethyl vinyl ether 0.0250 0.0221 0.0237 88.4 94.8 51.0-160 6.99 20
Chloroform 0.00500 0.00496 0.00501 99.2 100 73.0-120 1.00 20
Chloromethane 0.00500 0.00509 0.00512 102 102 41.0-142 0.588 20
2-Chlorotoluene 0.00500 0.00448 0.00476 89.6 95.2 76.0-123 6.06 20
4-Chlorotoluene 0.00500 0.00443 0.00462 88.6 92.4 75.0-122 4.20 20
1,2-Dibromo-3-Chloropropane 0.00500 0.00346 0.00347 69.2 69.4 58.0-134 0.289 20
1,2-Dibromoethane 0.00500 0.00513 0.00514 103 103 80.0-122 0.195 20
Dibromomethane 0.00500 0.00480 0.00502 96.0 100 80.0-120 4.48 20
1,2-Dichlorobenzene 0.00500 0.00387 0.00392 77.4 78.4 79.0-121 J4 J4 1.28 20
1,3-Dichlorobenzene 0.00500 0.00463 0.00478 92.6 95.6 79.0-120 3.19 20
1,4-Dichlorobenzene 0.00500 0.00436 0.00441 87.2 88.2 79.0-120 1.14 20
Dichlorodifluoromethane 0.00500 0.00538 0.00526 108 105 51.0-149 2.26 20
1,1-Dichloroethane 0.00500 0.00470 0.00481 94.0 96.2 70.0-126 2.31 20
1,2-Dichloroethane 0.00500 0.00432 0.00468 86.4 93.6 70.0-128 8.00 20
1,1-Dichloroethene 0.00500 0.00519 0.00536 104 107 71.0-124 3.22 20
cis-1,2-Dichloroethene 0.00500 0.00520 0.00515 104 103 73.0-120 0.966 20
trans-1,2-Dichloroethene 0.00500 0.00535 0.00545 107 109 73.0-120 1.85 20
1,2-Dichloropropane 0.00500 0.00456 0.00494 91.2 98.8 77.0-125 8.00 20
1,1-Dichloropropene 0.00500 0.00478 0.00497 95.6 99.4 74.0-126 3.90 20
1,3-Dichloropropane 0.00500 0.00479 0.00503 95.8 101 80.0-120 4.89 20
cis-1,3-Dichloropropene 0.00500 0.00491 0.00514 98.2 103 80.0-123 4.58 20
trans-1,3-Dichloropropene 0.00500 0.00460 0.00491 92.0 98.2 78.0-124 6.52 20
2,2-Dichloropropane 0.00500 0.00533 0.00535 107 107 58.0-130 0.375 20
Di-isopropyl ether 0.00500 0.00434 0.00441 86.8 88.2 58.0-138 1.60 20
Ethylbenzene 0.00500 0.00485 0.00495 97.0 99.0 79.0-123 2.04 20
Hexachloro-1,3-butadiene 0.00500 0.00340 0.00363 68.0 72.6 54.0-138 6.54 20
Isopropylbenzene 0.00500 0.00455 0.00460 91.0 92.0 76.0-127 1.09 20
p-Isopropyltoluene 0.00500 0.00442 0.00445 88.4 89.0 76.0-125 0.676 20
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1531158
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-18,19,22,25,28,29,31,32,33
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R3563560-1 08/23/20 23:08 • (LCSD) R3563560-2 08/23/20 23:29
Spike Amount LCS Result LCSD Result LCS Rec.LCSD Rec.Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits
Analyte mg/l mg/l mg/l %%%%%
2-Butanone (MEK)0.0250 0.0172 0.0197 68.8 78.8 44.0-160 13.6 20
Methylene Chloride 0.00500 0.00475 0.00501 95.0 100 67.0-120 5.33 20
4-Methyl-2-pentanone (MIBK)0.0250 0.0198 0.0212 79.2 84.8 68.0-142 6.83 20
Methyl tert-butyl ether 0.00500 0.00439 0.00468 87.8 93.6 68.0-125 6.39 20
Naphthalene 0.00500 0.00338 0.00362 67.6 72.4 54.0-135 6.86 20
n-Propylbenzene 0.00500 0.00435 0.00451 87.0 90.2 77.0-124 3.61 20
Styrene 0.00500 0.00487 0.00495 97.4 99.0 73.0-130 1.63 20
1,1,1,2-Tetrachloroethane 0.00500 0.00559 0.00577 112 115 75.0-125 3.17 20
1,1,2,2-Tetrachloroethane 0.00500 0.00439 0.00462 87.8 92.4 65.0-130 5.11 20
Tetrachloroethene 0.00500 0.00568 0.00581 114 116 72.0-132 2.26 20
Toluene 0.00500 0.00505 0.00503 101 101 79.0-120 0.397 20
1,1,2-Trichlorotrifluoroethane 0.00500 0.00459 0.00507 91.8 101 69.0-132 9.94 20
1,2,3-Trichlorobenzene 0.00500 0.00357 0.00377 71.4 75.4 50.0-138 5.45 20
1,2,4-Trichlorobenzene 0.00500 0.00332 0.00359 66.4 71.8 57.0-137 7.81 20
1,1,1-Trichloroethane 0.00500 0.00492 0.00516 98.4 103 73.0-124 4.76 20
1,1,2-Trichloroethane 0.00500 0.00498 0.00531 99.6 106 80.0-120 6.41 20
Trichloroethene 0.00500 0.00563 0.00562 113 112 78.0-124 0.178 20
Trichlorofluoromethane 0.00500 0.00447 0.00462 89.4 92.4 59.0-147 3.30 20
1,2,3-Trichloropropane 0.00500 0.00514 0.00502 103 100 73.0-130 2.36 20
1,2,3-Trimethylbenzene 0.00500 0.00409 0.00416 81.8 83.2 77.0-120 1.70 20
1,2,4-Trimethylbenzene 0.00500 0.00437 0.00441 87.4 88.2 76.0-121 0.911 20
1,3,5-Trimethylbenzene 0.00500 0.00463 0.00472 92.6 94.4 76.0-122 1.93 20
Vinyl chloride 0.00500 0.00401 0.00384 80.2 76.8 67.0-131 4.33 20
Xylenes, Total 0.0150 0.0143 0.0147 95.3 98.0 79.0-123 2.76 20
(S) Toluene-d8 105 104 80.0-120
(S) 4-Bromofluorobenzene 108 109 77.0-126
(S) 1,2-Dichloroethane-d4 93.6 95.8 70.0-130
L1253229-04 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1253229-04 08/24/20 05:42 • (MS) R3563560-4 08/24/20 07:44 • (MSD) R3563560-5 08/24/20 08:05
Spike Amount Original Result MS Result MSD Result MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/l mg/l mg/l mg/l %%%%%
Acetone 0.0250 0.0296 0.0188 0.0164 75.2 65.6 1 10.0-160 13.6 35
Acrolein 0.0250 U 0.0128 0.00980 51.2 39.2 1 10.0-160 26.5 39
Acrylonitrile 0.0250 U 0.0280 0.0198 112 79.2 1 21.0-160 J3 34.3 32
Benzene 0.00500 U 0.00707 0.00690 141 138 1 17.0-158 2.43 27
Bromobenzene 0.00500 U 0.00615 0.00646 123 129 1 30.0-149 4.92 28
Bromodichloromethane 0.00500 0.000196 0.00691 0.00695 138 139 1 31.0-150 0.577 27
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1531158
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-18,19,22,25,28,29,31,32,33
L1253229-04 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1253229-04 08/24/20 05:42 • (MS) R3563560-4 08/24/20 07:44 • (MSD) R3563560-5 08/24/20 08:05
Spike Amount Original Result MS Result MSD Result MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/l mg/l mg/l mg/l %%%%%
Bromoform 0.00500 U 0.00770 0.00725 154 145 1 29.0-150 J5 6.02 29
Bromomethane 0.00500 U 0.00472 0.00482 94.4 96.4 1 10.0-160 2.10 38
n-Butylbenzene 0.00500 U 0.00558 0.00603 112 121 1 31.0-150 7.75 30
sec-Butylbenzene 0.00500 U 0.00645 0.00670 129 134 1 33.0-155 3.80 29
tert-Butylbenzene 0.00500 U 0.00666 0.00710 133 142 1 34.0-153 6.40 28
Carbon tetrachloride 0.00500 U 0.00764 0.00807 153 161 1 23.0-159 J5 5.47 28
Chlorobenzene 0.00500 U 0.00709 0.00709 142 142 1 33.0-152 0.000 27
Chlorodibromomethane 0.00500 U 0.00754 0.00732 151 146 1 37.0-149 J5 2.96 27
Chloroethane 0.00500 U 0.00540 0.00551 108 110 1 10.0-160 2.02 30
2-Chloroethyl vinyl ether 0.0250 U U U 0.000 0.000 1 10.0-160 J6 J6 0.000 31
Chloroform 0.00500 0.000755 0.00782 0.00752 156 150 1 29.0-154 J5 3.91 28
Chloromethane 0.00500 U 0.00816 0.00830 163 166 1 10.0-160 J5 J5 1.70 29
2-Chlorotoluene 0.00500 U 0.00628 0.00657 126 131 1 32.0-153 4.51 28
4-Chlorotoluene 0.00500 U 0.00635 0.00665 127 133 1 32.0-150 4.62 28
1,2-Dibromo-3-Chloropropane 0.00500 U 0.00371 0.00416 74.2 83.2 1 22.0-151 11.4 34
1,2-Dibromoethane 0.00500 U 0.00677 0.00657 135 131 1 34.0-147 3.00 27
Dibromomethane 0.00500 U 0.00651 0.00588 130 118 1 30.0-151 10.2 27
1,2-Dichlorobenzene 0.00500 U 0.00517 0.00551 103 110 1 34.0-149 6.37 28
1,3-Dichlorobenzene 0.00500 U 0.00639 0.00678 128 136 1 36.0-146 5.92 27
1,4-Dichlorobenzene 0.00500 U 0.00580 0.00625 116 125 1 35.0-142 7.47 27
Dichlorodifluoromethane 0.00500 U 0.00917 0.00959 183 192 1 10.0-160 J5 J5 4.48 29
1,1-Dichloroethane 0.00500 U 0.00681 0.00678 136 136 1 25.0-158 0.442 27
1,2-Dichloroethane 0.00500 U 0.00635 0.00589 127 118 1 29.0-151 7.52 27
1,1-Dichloroethene 0.00500 U 0.00780 0.00847 156 169 1 11.0-160 J5 8.24 29
cis-1,2-Dichloroethene 0.00500 U 0.00775 0.00745 155 149 1 10.0-160 3.95 27
trans-1,2-Dichloroethene 0.00500 U 0.00750 0.00774 150 155 1 17.0-153 J5 3.15 27
1,2-Dichloropropane 0.00500 U 0.00665 0.00649 133 130 1 30.0-156 2.44 27
1,1-Dichloropropene 0.00500 U 0.00716 0.00749 143 150 1 25.0-158 4.51 27
1,3-Dichloropropane 0.00500 U 0.00659 0.00634 132 127 1 38.0-147 3.87 27
cis-1,3-Dichloropropene 0.00500 U 0.00689 0.00675 138 135 1 34.0-149 2.05 28
trans-1,3-Dichloropropene 0.00500 U 0.00681 0.00679 136 136 1 32.0-149 0.294 28
2,2-Dichloropropane 0.00500 U 0.00725 0.00717 145 143 1 24.0-152 1.11 29
Di-isopropyl ether 0.00500 U 0.00617 0.00632 123 126 1 21.0-160 2.40 28
Ethylbenzene 0.00500 U 0.00712 0.00733 142 147 1 30.0-155 2.91 27
Hexachloro-1,3-butadiene 0.00500 U 0.00427 0.00563 85.4 113 1 20.0-154 27.5 34
Isopropylbenzene 0.00500 U 0.00678 0.00691 136 138 1 28.0-157 1.90 27
p-Isopropyltoluene 0.00500 0.00283 0.00947 0.0101 133 145 1 30.0-154 6.44 29
2-Butanone (MEK)0.0250 0.00279 0.0190 0.0158 76.0 63.2 1 10.0-160 18.4 32
Methylene Chloride 0.00500 U 0.00656 0.00649 131 130 1 23.0-144 1.07 28
4-Methyl-2-pentanone (MIBK)0.0250 0.000619 0.0268 0.0232 107 92.8 1 29.0-160 14.4 29
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1531158
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-18,19,22,25,28,29,31,32,33
L1253229-04 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1253229-04 08/24/20 05:42 • (MS) R3563560-4 08/24/20 07:44 • (MSD) R3563560-5 08/24/20 08:05
Spike Amount Original Result MS Result MSD Result MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/l mg/l mg/l mg/l %%%%%
Methyl tert-butyl ether 0.00500 U 0.00613 0.00597 123 119 1 28.0-150 2.64 29
Naphthalene 0.00500 U 0.00383 0.00504 76.6 101 1 12.0-156 27.3 35
n-Propylbenzene 0.00500 U 0.00648 0.00677 130 135 1 31.0-154 4.38 28
Styrene 0.00500 U 0.00707 0.00687 141 137 1 33.0-155 2.87 28
1,1,1,2-Tetrachloroethane 0.00500 U 0.00781 0.00776 156 155 1 36.0-151 J5 J5 0.642 29
1,1,2,2-Tetrachloroethane 0.00500 U 0.00598 0.00567 120 113 1 33.0-150 5.32 28
Tetrachloroethene 0.00500 0.305 0.307 0.315 40.0 200 1 10.0-160 E E V 2.57 27
Toluene 0.00500 0.00558 0.0124 0.0127 136 142 1 26.0-154 2.39 28
1,1,2-Trichlorotrifluoroethane 0.00500 U 0.00843 0.00882 169 176 1 23.0-160 J5 J5 4.52 30
1,2,3-Trichlorobenzene 0.00500 U 0.00331 0.00487 66.2 97.4 1 17.0-150 J3 38.1 36
1,2,4-Trichlorobenzene 0.00500 U 0.00388 0.00511 77.6 102 1 24.0-150 27.4 33
1,1,1-Trichloroethane 0.00500 U 0.00749 0.00744 150 149 1 23.0-160 0.670 28
1,1,2-Trichloroethane 0.00500 U 0.00688 0.00644 138 129 1 35.0-147 6.61 27
Trichloroethene 0.00500 0.000341 0.00842 0.00850 168 170 1 10.0-160 J5 J5 0.946 25
Trichlorofluoromethane 0.00500 U 0.00763 0.00816 153 163 1 17.0-160 J5 6.71 31
1,2,3-Trichloropropane 0.00500 U 0.000538 0.00624 10.8 125 1 34.0-151 J6 J3 168 29
1,2,3-Trimethylbenzene 0.00500 U 0.00572 0.00608 114 122 1 32.0-149 6.10 28
1,2,4-Trimethylbenzene 0.00500 U 0.00660 0.00699 132 140 1 26.0-154 5.74 27
1,3,5-Trimethylbenzene 0.00500 U 0.00652 0.00701 130 140 1 28.0-153 7.24 27
Vinyl chloride 0.00500 U 0.00619 0.00625 124 125 1 10.0-160 0.965 27
Xylenes, Total 0.0150 U 0.0214 0.0217 143 145 1 29.0-154 1.39 28
(S) Toluene-d8 102 102 80.0-120
(S) 4-Bromofluorobenzene 119 113 77.0-126
(S) 1,2-Dichloroethane-d4 95.3 86.4 70.0-130
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532299
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-30
Method Blank (MB)
(MB) R3563939-3 08/25/20 20:55
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/l mg/l mg/l
TPH (GC/MS) Low Fraction U 0.108 0.500
Acetone U 0.0113 0.0500
Acrolein U 0.00254 0.0500
Acrylonitrile U 0.000671 0.0100
Benzene U 0.0000941 0.00100
Bromobenzene U 0.000118 0.00100
Bromodichloromethane U 0.000136 0.00100
Bromoform U 0.000129 0.00100
Bromomethane U 0.000605 0.00500
n-Butylbenzene U 0.000157 0.00100
sec-Butylbenzene U 0.000125 0.00100
tert-Butylbenzene U 0.000127 0.00100
Carbon tetrachloride U 0.000128 0.00100
Chlorobenzene U 0.000116 0.00100
Chlorodibromomethane U 0.000140 0.00100
Chloroethane U 0.000192 0.00500
2-Chloroethyl vinyl ether U 0.000575 0.0500
Chloroform U 0.000111 0.00500
Chloromethane U 0.000960 0.00250
2-Chlorotoluene U 0.000106 0.00100
4-Chlorotoluene U 0.000114 0.00100
1,2-Dibromo-3-Chloropropane U 0.000276 0.00500
1,2-Dibromoethane U 0.000126 0.00100
Dibromomethane U 0.000122 0.00100
1,2-Dichlorobenzene U 0.000107 0.00100
1,3-Dichlorobenzene U 0.000110 0.00100
1,4-Dichlorobenzene U 0.000120 0.00100
Dichlorodifluoromethane U 0.000374 0.00500
1,1-Dichloroethane U 0.000100 0.00100
1,2-Dichloroethane U 0.0000819 0.00100
1,1-Dichloroethene U 0.000188 0.00100
cis-1,2-Dichloroethene U 0.000126 0.00100
trans-1,2-Dichloroethene U 0.000149 0.00100
1,2-Dichloropropane U 0.000149 0.00100
1,1-Dichloropropene U 0.000142 0.00100
1,3-Dichloropropane U 0.000110 0.00100
cis-1,3-Dichloropropene U 0.000111 0.00100
trans-1,3-Dichloropropene U 0.000118 0.00100
2,2-Dichloropropane U 0.000161 0.00100
Di-isopropyl ether U 0.000105 0.00100
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532299
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-30
Method Blank (MB)
(MB) R3563939-3 08/25/20 20:55
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/l mg/l mg/l
Ethylbenzene U 0.000137 0.00100
Hexachloro-1,3-butadiene U 0.000337 0.00100
Isopropylbenzene U 0.000105 0.00100
p-Isopropyltoluene U 0.000120 0.00100
2-Butanone (MEK)U 0.00119 0.0100
Methylene Chloride U 0.000430 0.00500
4-Methyl-2-pentanone (MIBK)U 0.000478 0.0100
Methyl tert-butyl ether U 0.000101 0.00100
Naphthalene U 0.00100 0.00500
n-Propylbenzene U 0.0000993 0.00100
Styrene U 0.000118 0.00100
1,1,1,2-Tetrachloroethane U 0.000147 0.00100
1,1,2,2-Tetrachloroethane U 0.000133 0.00100
Tetrachloroethene U 0.000300 0.00100
Toluene U 0.000278 0.00100
1,2,3-Trichlorobenzene U 0.000230 0.00100
1,2,4-Trichlorobenzene U 0.000481 0.00100
1,1,1-Trichloroethane U 0.000149 0.00100
1,1,2-Trichloroethane U 0.000158 0.00100
Trichloroethene U 0.000190 0.00100
Trichlorofluoromethane U 0.000160 0.00500
1,2,3-Trichloropropane U 0.000237 0.00250
1,2,3-Trimethylbenzene U 0.000104 0.00100
1,2,4-Trimethylbenzene U 0.000322 0.00100
1,3,5-Trimethylbenzene U 0.000104 0.00100
Vinyl chloride U 0.000234 0.00100
Xylenes, Total U 0.000174 0.00300
(S) Toluene-d8 101 80.0-120
(S) 4-Bromofluorobenzene 92.6 77.0-126
(S) 1,2-Dichloroethane-d4 105 70.0-130
Laboratory Control Sample (LCS)
(LCS) R3563939-1 08/25/20 19:15
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte mg/l mg/l %%
Acetone 0.0250 0.0298 119 19.0-160
Acrolein 0.0250 0.0344 138 10.0-160
Acrylonitrile 0.0250 0.0369 148 55.0-149
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532299
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-30
Laboratory Control Sample (LCS)
(LCS) R3563939-1 08/25/20 19:15
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte mg/l mg/l %%
Benzene 0.00500 0.00537 107 70.0-123
Bromobenzene 0.00500 0.00543 109 73.0-121
Bromodichloromethane 0.00500 0.00473 94.6 75.0-120
Bromoform 0.00500 0.00488 97.6 68.0-132
Bromomethane 0.00500 0.00466 93.2 10.0-160
n-Butylbenzene 0.00500 0.00534 107 73.0-125
sec-Butylbenzene 0.00500 0.00527 105 75.0-125
tert-Butylbenzene 0.00500 0.00548 110 76.0-124
Carbon tetrachloride 0.00500 0.00484 96.8 68.0-126
Chlorobenzene 0.00500 0.00484 96.8 80.0-121
Chlorodibromomethane 0.00500 0.00490 98.0 77.0-125
Chloroethane 0.00500 0.00596 119 47.0-150
2-Chloroethyl vinyl ether 0.0250 0.0295 118 51.0-160
Chloroform 0.00500 0.00484 96.8 73.0-120
Chloromethane 0.00500 0.00672 134 41.0-142
2-Chlorotoluene 0.00500 0.00523 105 76.0-123
4-Chlorotoluene 0.00500 0.00529 106 75.0-122
1,2-Dibromo-3-Chloropropane 0.00500 0.00505 101 58.0-134
1,2-Dibromoethane 0.00500 0.00505 101 80.0-122
Dibromomethane 0.00500 0.00511 102 80.0-120
1,2-Dichlorobenzene 0.00500 0.00585 117 79.0-121
1,3-Dichlorobenzene 0.00500 0.00542 108 79.0-120
1,4-Dichlorobenzene 0.00500 0.00608 122 79.0-120 J4
Dichlorodifluoromethane 0.00500 0.00412 82.4 51.0-149
1,1-Dichloroethane 0.00500 0.00662 132 70.0-126 J4
1,2-Dichloroethane 0.00500 0.00608 122 70.0-128
1,1-Dichloroethene 0.00500 0.00509 102 71.0-124
cis-1,2-Dichloroethene 0.00500 0.00516 103 73.0-120
trans-1,2-Dichloroethene 0.00500 0.00533 107 73.0-120
1,2-Dichloropropane 0.00500 0.00679 136 77.0-125 J4
1,1-Dichloropropene 0.00500 0.00535 107 74.0-126
1,3-Dichloropropane 0.00500 0.00561 112 80.0-120
cis-1,3-Dichloropropene 0.00500 0.00542 108 80.0-123
trans-1,3-Dichloropropene 0.00500 0.00552 110 78.0-124
2,2-Dichloropropane 0.00500 0.00495 99.0 58.0-130
Di-isopropyl ether 0.00500 0.00650 130 58.0-138
Ethylbenzene 0.00500 0.00521 104 79.0-123
Hexachloro-1,3-butadiene 0.00500 0.00639 128 54.0-138
Isopropylbenzene 0.00500 0.00491 98.2 76.0-127
p-Isopropyltoluene 0.00500 0.00550 110 76.0-125
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532299
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-30
Laboratory Control Sample (LCS)
(LCS) R3563939-1 08/25/20 19:15
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte mg/l mg/l %%
2-Butanone (MEK)0.0250 0.0343 137 44.0-160
Methylene Chloride 0.00500 0.00477 95.4 67.0-120
4-Methyl-2-pentanone (MIBK)0.0250 0.0335 134 68.0-142
Methyl tert-butyl ether 0.00500 0.00478 95.6 68.0-125
Naphthalene 0.00500 0.00579 116 54.0-135
n-Propylbenzene 0.00500 0.00544 109 77.0-124
Styrene 0.00500 0.00492 98.4 73.0-130
1,1,1,2-Tetrachloroethane 0.00500 0.00540 108 75.0-125
1,1,2,2-Tetrachloroethane 0.00500 0.00556 111 65.0-130
Tetrachloroethene 0.00500 0.00510 102 72.0-132
Toluene 0.00500 0.00508 102 79.0-120
1,2,3-Trichlorobenzene 0.00500 0.00638 128 50.0-138
1,2,4-Trichlorobenzene 0.00500 0.00643 129 57.0-137
1,1,1-Trichloroethane 0.00500 0.00481 96.2 73.0-124
1,1,2-Trichloroethane 0.00500 0.00540 108 80.0-120
Trichloroethene 0.00500 0.00531 106 78.0-124
Trichlorofluoromethane 0.00500 0.00414 82.8 59.0-147
1,2,3-Trichloropropane 0.00500 0.00594 119 73.0-130
1,2,3-Trimethylbenzene 0.00500 0.00552 110 77.0-120
1,2,4-Trimethylbenzene 0.00500 0.00528 106 76.0-121
1,3,5-Trimethylbenzene 0.00500 0.00561 112 76.0-122
Vinyl chloride 0.00500 0.00666 133 67.0-131 J4
Xylenes, Total 0.0150 0.0153 102 79.0-123
(S) Toluene-d8 101 80.0-120
(S) 4-Bromofluorobenzene 91.3 77.0-126
(S) 1,2-Dichloroethane-d4 103 70.0-130
Laboratory Control Sample (LCS)
(LCS) R3563939-2 08/25/20 20:15
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte mg/l mg/l %%
TPH (GC/MS) Low Fraction 5.00 5.78 116 66.0-132
(S) Toluene-d8 96.5 80.0-120
(S) 4-Bromofluorobenzene 103 77.0-126
(S) 1,2-Dichloroethane-d4 108 70.0-130
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1533004
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-30
Method Blank (MB)
(MB) R3564393-3 08/27/20 01:48
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/l mg/l mg/l
1,1,2-Trichlorotrifluoroethane U 0.000180 0.00100
(S) Toluene-d8 103 80.0-120
(S) 4-Bromofluorobenzene 104 77.0-126
(S) 1,2-Dichloroethane-d4 90.8 70.0-130
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R3564393-1 08/27/20 00:45 • (LCSD) R3564393-2 08/27/20 01:06
Spike Amount LCS Result LCSD Result LCS Rec.LCSD Rec.Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits
Analyte mg/l mg/l mg/l %%%%%
1,1,2-Trichlorotrifluoroethane 0.00500 0.00447 0.00470 89.4 94.0 69.0-132 5.02 20
(S) Toluene-d8 103 102 80.0-120
(S) 4-Bromofluorobenzene 103 97.1 77.0-126
(S) 1,2-Dichloroethane-d4 84.7 90.6 70.0-130
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532400
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-26,27
Method Blank (MB)
(MB) R3564723-3 08/27/20 19:52
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/kg mg/kg mg/kg
Acetone U 0.0365 0.0500
Acrylonitrile U 0.00361 0.0125
Benzene U 0.000467 0.00100
Bromobenzene U 0.000900 0.0125
Bromodichloromethane U 0.000725 0.00250
Bromoform U 0.00117 0.0250
Bromomethane U 0.00197 0.0125
n-Butylbenzene U 0.00525 0.0125
sec-Butylbenzene U 0.00288 0.0125
tert-Butylbenzene U 0.00195 0.00500
Carbon tetrachloride U 0.000898 0.00500
Chlorobenzene U 0.000210 0.00250
Chlorodibromomethane U 0.000612 0.00250
Chloroethane U 0.00170 0.00500
Chloroform U 0.00103 0.00250
Chloromethane U 0.00435 0.0125
2-Chlorotoluene U 0.000865 0.00250
4-Chlorotoluene U 0.000450 0.00500
1,2-Dibromo-3-Chloropropane U 0.00390 0.0250
1,2-Dibromoethane U 0.000648 0.00250
Dibromomethane U 0.000750 0.00500
1,2-Dichlorobenzene U 0.000425 0.00500
1,3-Dichlorobenzene U 0.000600 0.00500
1,4-Dichlorobenzene U 0.000700 0.00500
Dichlorodifluoromethane U 0.00161 0.00250
1,1-Dichloroethane U 0.000491 0.00250
1,2-Dichloroethane U 0.000649 0.00250
1,1-Dichloroethene U 0.000606 0.00250
cis-1,2-Dichloroethene U 0.000734 0.00250
trans-1,2-Dichloroethene U 0.00104 0.00500
1,2-Dichloropropane U 0.00142 0.00500
1,1-Dichloropropene U 0.000809 0.00250
1,3-Dichloropropane U 0.000501 0.00500
cis-1,3-Dichloropropene U 0.000757 0.00250
trans-1,3-Dichloropropene U 0.00114 0.00500
2,2-Dichloropropane U 0.00138 0.00250
Di-isopropyl ether U 0.000410 0.00100
Ethylbenzene U 0.000737 0.00250
Hexachloro-1,3-butadiene U 0.00600 0.0250
Isopropylbenzene U 0.000425 0.00250
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532400
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-26,27
Method Blank (MB)
(MB) R3564723-3 08/27/20 19:52
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/kg mg/kg mg/kg
p-Isopropyltoluene U 0.00255 0.00500
2-Butanone (MEK)U 0.0635 0.100
Methylene Chloride U 0.00664 0.0250
4-Methyl-2-pentanone (MIBK)U 0.00228 0.0250
Methyl tert-butyl ether U 0.000350 0.00100
Naphthalene U 0.00488 0.0125
n-Propylbenzene U 0.000950 0.00500
Styrene U 0.000229 0.0125
1,1,1,2-Tetrachloroethane U 0.000948 0.00250
1,1,2,2-Tetrachloroethane U 0.000695 0.00250
Tetrachloroethene U 0.000896 0.00250
Toluene U 0.00130 0.00500
1,1,2-Trichlorotrifluoroethane U 0.000754 0.00250
1,2,3-Trichlorobenzene U 0.00733 0.0125
1,2,4-Trichlorobenzene U 0.00440 0.0125
1,1,1-Trichloroethane U 0.000923 0.00250
1,1,2-Trichloroethane U 0.000597 0.00250
Trichloroethene U 0.000584 0.00100
Trichlorofluoromethane U 0.000827 0.00250
1,2,3-Trichloropropane U 0.00162 0.0125
1,2,3-Trimethylbenzene U 0.00158 0.00500
1,2,4-Trimethylbenzene U 0.00158 0.00500
1,3,5-Trimethylbenzene U 0.00200 0.00500
Vinyl chloride U 0.00116 0.00250
Xylenes, Total U 0.000880 0.00650
(S) Toluene-d8 107 75.0-131
(S) 4-Bromofluorobenzene 102 67.0-138
(S) 1,2-Dichloroethane-d4 91.3 70.0-130
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R3564723-1 08/27/20 18:33 • (LCSD) R3564723-2 08/27/20 18:53
Spike Amount LCS Result LCSD Result LCS Rec.LCSD Rec.Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg %%%%%
Acetone 0.625 0.688 0.481 110 77.0 10.0-160 J3 35.4 31
Acrylonitrile 0.625 0.582 0.500 93.1 80.0 45.0-153 15.2 22
Benzene 0.125 0.130 0.125 104 100 70.0-123 3.92 20
Bromobenzene 0.125 0.124 0.120 99.2 96.0 73.0-121 3.28 20
Bromodichloromethane 0.125 0.128 0.126 102 101 73.0-121 1.57 20
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532400
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-26,27
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R3564723-1 08/27/20 18:33 • (LCSD) R3564723-2 08/27/20 18:53
Spike Amount LCS Result LCSD Result LCS Rec.LCSD Rec.Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg %%%%%
Bromoform 0.125 0.122 0.120 97.6 96.0 64.0-132 1.65 20
Bromomethane 0.125 0.170 0.173 136 138 56.0-147 1.75 20
n-Butylbenzene 0.125 0.111 0.118 88.8 94.4 68.0-135 6.11 20
sec-Butylbenzene 0.125 0.109 0.118 87.2 94.4 74.0-130 7.93 20
tert-Butylbenzene 0.125 0.114 0.120 91.2 96.0 75.0-127 5.13 20
Carbon tetrachloride 0.125 0.124 0.135 99.2 108 66.0-128 8.49 20
Chlorobenzene 0.125 0.132 0.137 106 110 76.0-128 3.72 20
Chlorodibromomethane 0.125 0.131 0.131 105 105 74.0-127 0.000 20
Chloroethane 0.125 0.144 0.145 115 116 61.0-134 0.692 20
Chloroform 0.125 0.120 0.122 96.0 97.6 72.0-123 1.65 20
Chloromethane 0.125 0.147 0.143 118 114 51.0-138 2.76 20
2-Chlorotoluene 0.125 0.129 0.129 103 103 75.0-124 0.000 20
4-Chlorotoluene 0.125 0.120 0.124 96.0 99.2 75.0-124 3.28 20
1,2-Dibromo-3-Chloropropane 0.125 0.101 0.0995 80.8 79.6 59.0-130 1.50 20
1,2-Dibromoethane 0.125 0.140 0.138 112 110 74.0-128 1.44 20
Dibromomethane 0.125 0.125 0.125 100 100 75.0-122 0.000 20
1,2-Dichlorobenzene 0.125 0.120 0.118 96.0 94.4 76.0-124 1.68 20
1,3-Dichlorobenzene 0.125 0.119 0.120 95.2 96.0 76.0-125 0.837 20
1,4-Dichlorobenzene 0.125 0.118 0.119 94.4 95.2 77.0-121 0.844 20
Dichlorodifluoromethane 0.125 0.158 0.170 126 136 43.0-156 7.32 20
1,1-Dichloroethane 0.125 0.126 0.116 101 92.8 70.0-127 8.26 20
1,2-Dichloroethane 0.125 0.109 0.109 87.2 87.2 65.0-131 0.000 20
1,1-Dichloroethene 0.125 0.125 0.129 100 103 65.0-131 3.15 20
cis-1,2-Dichloroethene 0.125 0.134 0.129 107 103 73.0-125 3.80 20
trans-1,2-Dichloroethene 0.125 0.139 0.136 111 109 71.0-125 2.18 20
1,2-Dichloropropane 0.125 0.115 0.112 92.0 89.6 74.0-125 2.64 20
1,1-Dichloropropene 0.125 0.129 0.131 103 105 73.0-125 1.54 20
1,3-Dichloropropane 0.125 0.137 0.135 110 108 80.0-125 1.47 20
cis-1,3-Dichloropropene 0.125 0.129 0.137 103 110 76.0-127 6.02 20
trans-1,3-Dichloropropene 0.125 0.142 0.141 114 113 73.0-127 0.707 20
2,2-Dichloropropane 0.125 0.141 0.140 113 112 59.0-135 0.712 20
Di-isopropyl ether 0.125 0.110 0.112 88.0 89.6 60.0-136 1.80 20
Ethylbenzene 0.125 0.131 0.132 105 106 74.0-126 0.760 20
Hexachloro-1,3-butadiene 0.125 0.103 0.104 82.4 83.2 57.0-150 0.966 20
Isopropylbenzene 0.125 0.122 0.127 97.6 102 72.0-127 4.02 20
p-Isopropyltoluene 0.125 0.117 0.129 93.6 103 72.0-133 9.76 20
2-Butanone (MEK)0.625 0.546 0.484 87.4 77.4 30.0-160 12.0 24
Methylene Chloride 0.125 0.146 0.144 117 115 68.0-123 1.38 20
4-Methyl-2-pentanone (MIBK)0.625 0.572 0.573 91.5 91.7 56.0-143 0.175 20
Methyl tert-butyl ether 0.125 0.134 0.129 107 103 66.0-132 3.80 20
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532400
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-26,27
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R3564723-1 08/27/20 18:33 • (LCSD) R3564723-2 08/27/20 18:53
Spike Amount LCS Result LCSD Result LCS Rec.LCSD Rec.Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg %%%%%
Naphthalene 0.125 0.0978 0.103 78.2 82.4 59.0-130 5.18 20
n-Propylbenzene 0.125 0.119 0.124 95.2 99.2 74.0-126 4.12 20
Styrene 0.125 0.128 0.132 102 106 72.0-127 3.08 20
1,1,1,2-Tetrachloroethane 0.125 0.133 0.138 106 110 74.0-129 3.69 20
1,1,2,2-Tetrachloroethane 0.125 0.114 0.127 91.2 102 68.0-128 10.8 20
Tetrachloroethene 0.125 0.135 0.135 108 108 70.0-136 0.000 20
Toluene 0.125 0.131 0.132 105 106 75.0-121 0.760 20
1,1,2-Trichlorotrifluoroethane 0.125 0.139 0.142 111 114 61.0-139 2.14 20
1,2,3-Trichlorobenzene 0.125 0.0874 0.0937 69.9 75.0 59.0-139 6.96 20
1,2,4-Trichlorobenzene 0.125 0.0965 0.0948 77.2 75.8 62.0-137 1.78 20
1,1,1-Trichloroethane 0.125 0.130 0.126 104 101 69.0-126 3.12 20
1,1,2-Trichloroethane 0.125 0.142 0.142 114 114 78.0-123 0.000 20
Trichloroethene 0.125 0.132 0.126 106 101 76.0-126 4.65 20
Trichlorofluoromethane 0.125 0.133 0.130 106 104 61.0-142 2.28 20
1,2,3-Trichloropropane 0.125 0.126 0.117 101 93.6 67.0-129 7.41 20
1,2,3-Trimethylbenzene 0.125 0.117 0.127 93.6 102 74.0-124 8.20 20
1,2,4-Trimethylbenzene 0.125 0.119 0.123 95.2 98.4 70.0-126 3.31 20
1,3,5-Trimethylbenzene 0.125 0.118 0.122 94.4 97.6 73.0-127 3.33 20
Vinyl chloride 0.125 0.147 0.158 118 126 63.0-134 7.21 20
Xylenes, Total 0.375 0.405 0.403 108 107 72.0-127 0.495 20
(S) Toluene-d8 108 108 75.0-131
(S) 4-Bromofluorobenzene 105 106 67.0-138
(S) 1,2-Dichloroethane-d4 94.9 87.1 70.0-130
L1253135-27 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1253135-27 08/27/20 21:59 • (MS) R3564723-4 08/28/20 04:14 • (MSD) R3564723-5 08/28/20 04:34
Spike Amount
(dry)
Original Result
(dry)MS Result (dry)MSD Result
(dry)MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg mg/kg %%%%%
Acetone 1.34 U 0.706 0.894 52.8 66.8 1.01 10.0-160 23.5 40
Acrylonitrile 1.34 U 1.15 0.920 85.6 68.7 1.01 10.0-160 21.9 40
Benzene 0.268 U 0.321 0.137 120 51.2 1.01 10.0-149 J3 80.2 37
Bromobenzene 0.268 U 0.317 0.171 118 63.8 1.01 10.0-156 J3 59.7 38
Bromodichloromethane 0.268 U 0.283 0.162 106 60.2 1.01 10.0-143 J3 54.6 37
Bromoform 0.268 U 0.287 0.208 107 77.6 1.01 10.0-146 31.9 36
Bromomethane 0.268 U 0.311 0.124 116 46.3 1.01 10.0-149 J3 85.7 38
n-Butylbenzene 0.268 U 0.317 0.116 118 43.3 1.01 10.0-160 J3 92.7 40
sec-Butylbenzene 0.268 U 0.311 0.108 116 40.3 1.01 10.0-159 J3 96.7 39
tert-Butylbenzene 0.268 U 0.311 0.115 116 42.8 1.01 10.0-156 J3 92.1 39
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532400
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-26,27
L1253135-27 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1253135-27 08/27/20 21:59 • (MS) R3564723-4 08/28/20 04:14 • (MSD) R3564723-5 08/28/20 04:34
Spike Amount
(dry)
Original Result
(dry)MS Result (dry)MSD Result
(dry)MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg mg/kg %%%%%
Carbon tetrachloride 0.268 U 0.332 0.0964 124 35.9 1.01 10.0-145 J3 110 37
Chlorobenzene 0.268 U 0.328 0.162 122 60.3 1.01 10.0-152 J3 67.7 39
Chlorodibromomethane 0.268 U 0.302 0.200 113 74.4 1.01 10.0-146 J3 40.8 37
Chloroethane 0.268 U 0.300 0.101 112 37.6 1.01 10.0-146 J3 99.4 40
Chloroform 0.268 U 0.309 0.139 115 51.8 1.01 10.0-146 J3 75.7 37
Chloromethane 0.268 U 0.292 0.108 109 40.3 1.01 10.0-159 J3 91.8 37
2-Chlorotoluene 0.268 U 0.319 0.145 119 54.1 1.01 10.0-159 J3 74.9 38
4-Chlorotoluene 0.268 U 0.309 0.142 115 53.1 1.01 10.0-155 J3 73.7 39
1,2-Dibromo-3-Chloropropane 0.268 U 0.196 0.196 73.0 72.9 1.01 10.0-151 0.108 39
1,2-Dibromoethane 0.268 U 0.330 0.233 123 86.6 1.01 10.0-148 J3 34.6 34
Dibromomethane 0.268 U 0.296 0.218 110 81.1 1.01 10.0-147 30.5 35
1,2-Dichlorobenzene 0.268 U 0.292 0.168 109 62.6 1.01 10.0-155 J3 53.8 37
1,3-Dichlorobenzene 0.268 U 0.294 0.151 109 56.1 1.01 10.0-153 J3 64.5 38
1,4-Dichlorobenzene 0.268 U 0.302 0.161 113 60.1 1.01 10.0-151 J3 60.8 38
Dichlorodifluoromethane 0.268 U 0.433 0.105 161 39.1 1.01 10.0-160 J5 J3 122 35
1,1-Dichloroethane 0.268 U 0.298 0.126 111 47.1 1.01 10.0-147 J3 80.9 37
1,2-Dichloroethane 0.268 U 0.266 0.181 99.2 67.6 1.01 10.0-148 J3 38.0 35
1,1-Dichloroethene 0.268 U 0.321 0.0991 120 36.9 1.01 10.0-155 J3 106 37
cis-1,2-Dichloroethene 0.268 U 0.328 0.157 122 58.7 1.01 10.0-149 J3 70.2 37
trans-1,2-Dichloroethene 0.268 U 0.340 0.124 127 46.2 1.01 10.0-150 J3 93.1 37
1,2-Dichloropropane 0.268 U 0.271 0.140 101 52.1 1.01 10.0-148 J3 63.6 37
1,1-Dichloropropene 0.268 U 0.332 0.106 124 39.6 1.01 10.0-153 J3 103 35
1,3-Dichloropropane 0.268 U 0.330 0.224 123 83.5 1.01 10.0-154 J3 38.2 35
cis-1,3-Dichloropropene 0.268 U 0.321 0.178 120 66.5 1.01 10.0-151 J3 57.2 37
trans-1,3-Dichloropropene 0.268 U 0.328 0.218 122 81.1 1.01 10.0-148 J3 40.3 37
2,2-Dichloropropane 0.268 U 0.313 0.109 117 40.8 1.01 10.0-138 J3 96.3 36
Di-isopropyl ether 0.268 U 0.256 0.153 95.3 57.0 1.01 10.0-147 J3 50.3 36
Ethylbenzene 0.268 U 0.336 0.133 125 49.4 1.01 10.0-160 J3 86.9 38
Hexachloro-1,3-butadiene 0.268 U 0.271 0.126 101 46.9 1.01 10.0-160 J3 72.9 40
Isopropylbenzene 0.268 U 0.311 0.115 116 43.0 1.01 10.0-155 J3 91.7 38
p-Isopropyltoluene 0.268 U 0.323 0.122 120 45.3 1.01 10.0-160 J3 90.7 40
2-Butanone (MEK)1.34 U 1.01 0.968 75.7 72.4 1.01 10.0-160 4.48 40
Methylene Chloride 0.268 U 0.355 0.191 132 71.1 1.01 10.0-141 J3 60.2 37
4-Methyl-2-pentanone (MIBK)1.34 U 1.27 1.13 94.9 84.7 1.01 10.0-160 11.4 35
Methyl tert-butyl ether 0.268 U 0.309 0.237 115 88.2 1.01 11.0-147 26.4 35
Naphthalene 0.268 U 0.224 0.187 83.5 69.5 1.01 10.0-160 18.2 36
n-Propylbenzene 0.268 U 0.315 0.118 117 43.9 1.01 10.0-158 J3 91.2 38
Styrene 0.268 0.000693 0.334 0.159 124 59.1 1.01 10.0-160 J3 70.8 40
1,1,1,2-Tetrachloroethane 0.268 U 0.315 0.173 117 64.6 1.01 10.0-149 J3 58.0 39
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532400
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-26,27
L1253135-27 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1253135-27 08/27/20 21:59 • (MS) R3564723-4 08/28/20 04:14 • (MSD) R3564723-5 08/28/20 04:34
Spike Amount
(dry)
Original Result
(dry)MS Result (dry)MSD Result
(dry)MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg mg/kg %%%%%
1,1,2,2-Tetrachloroethane 0.268 U 0.300 0.178 112 66.1 1.01 10.0-160 J3 51.3 35
Tetrachloroethene 0.268 U 0.336 0.108 125 40.1 1.01 10.0-156 J3 103 39
Toluene 0.268 U 0.328 0.136 122 50.7 1.01 10.0-156 J3 82.6 38
1,1,2-Trichlorotrifluoroethane 0.268 U 0.383 0.0968 143 36.1 1.01 10.0-160 J3 119 36
1,2,3-Trichlorobenzene 0.268 U 0.222 0.154 82.7 57.5 1.01 10.0-160 36.0 40
1,2,4-Trichlorobenzene 0.268 U 0.243 0.156 90.6 58.1 1.01 10.0-160 J3 43.6 40
1,1,1-Trichloroethane 0.268 U 0.328 0.0996 122 37.1 1.01 10.0-144 J3 107 35
1,1,2-Trichloroethane 0.268 U 0.340 0.228 127 85.0 1.01 10.0-160 J3 39.4 35
Trichloroethene 0.268 U 0.311 0.169 116 62.8 1.01 10.0-156 J3 59.3 38
Trichlorofluoromethane 0.268 U 0.336 0.0903 125 33.6 1.01 10.0-160 J3 115 40
1,2,3-Trichloropropane 0.268 U 0.296 0.241 110 89.8 1.01 10.0-156 20.5 35
1,2,3-Trimethylbenzene 0.268 U 0.311 0.157 116 58.3 1.01 10.0-160 J3 65.9 36
1,2,4-Trimethylbenzene 0.268 U 0.313 0.135 117 50.5 1.01 10.0-160 J3 79.1 36
1,3,5-Trimethylbenzene 0.268 U 0.311 0.124 116 46.2 1.01 10.0-160 J3 85.9 38
Vinyl chloride 0.268 U 0.285 0.0915 106 34.1 1.01 10.0-160 J3 103 37
Xylenes, Total 0.803 U 0.998 0.429 124 53.4 1.01 10.0-160 J3 79.7 38
(S) Toluene-d8 108 106 75.0-131
(S) 4-Bromofluorobenzene 105 103 67.0-138
(S) 1,2-Dichloroethane-d4 90.5 93.9 70.0-130
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532594
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-01,02,12,13,14,15,16,17,20,21,23,24
Method Blank (MB)
(MB) R3564189-2 08/26/20 10:41
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/kg mg/kg mg/kg
Acetone U 0.0365 0.0500
Acrylonitrile U 0.00361 0.0125
Benzene U 0.000467 0.00100
Bromobenzene U 0.000900 0.0125
Bromodichloromethane U 0.000725 0.00250
Bromoform U 0.00117 0.0250
Bromomethane U 0.00197 0.0125
n-Butylbenzene U 0.00525 0.0125
sec-Butylbenzene U 0.00288 0.0125
tert-Butylbenzene U 0.00195 0.00500
Carbon tetrachloride U 0.000898 0.00500
Chlorobenzene U 0.000210 0.00250
Chlorodibromomethane U 0.000612 0.00250
Chloroethane U 0.00170 0.00500
Chloroform U 0.00103 0.00250
Chloromethane U 0.00435 0.0125
2-Chlorotoluene U 0.000865 0.00250
4-Chlorotoluene U 0.000450 0.00500
1,2-Dibromo-3-Chloropropane U 0.00390 0.0250
1,2-Dibromoethane U 0.000648 0.00250
Dibromomethane U 0.000750 0.00500
1,2-Dichlorobenzene U 0.000425 0.00500
1,3-Dichlorobenzene U 0.000600 0.00500
1,4-Dichlorobenzene U 0.000700 0.00500
Dichlorodifluoromethane U 0.00161 0.00250
1,1-Dichloroethane U 0.000491 0.00250
1,2-Dichloroethane U 0.000649 0.00250
1,1-Dichloroethene U 0.000606 0.00250
cis-1,2-Dichloroethene U 0.000734 0.00250
trans-1,2-Dichloroethene U 0.00104 0.00500
1,2-Dichloropropane U 0.00142 0.00500
1,1-Dichloropropene U 0.000809 0.00250
1,3-Dichloropropane U 0.000501 0.00500
cis-1,3-Dichloropropene U 0.000757 0.00250
trans-1,3-Dichloropropene U 0.00114 0.00500
2,2-Dichloropropane U 0.00138 0.00250
Di-isopropyl ether U 0.000410 0.00100
Ethylbenzene U 0.000737 0.00250
Hexachloro-1,3-butadiene U 0.00600 0.0250
Isopropylbenzene U 0.000425 0.00250
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532594
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-01,02,12,13,14,15,16,17,20,21,23,24
Method Blank (MB)
(MB) R3564189-2 08/26/20 10:41
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/kg mg/kg mg/kg
p-Isopropyltoluene U 0.00255 0.00500
2-Butanone (MEK)U 0.0635 0.100
Methylene Chloride U 0.00664 0.0250
4-Methyl-2-pentanone (MIBK)U 0.00228 0.0250
Methyl tert-butyl ether U 0.000350 0.00100
Naphthalene U 0.00488 0.0125
n-Propylbenzene U 0.000950 0.00500
Styrene U 0.000229 0.0125
1,1,1,2-Tetrachloroethane U 0.000948 0.00250
1,1,2,2-Tetrachloroethane U 0.000695 0.00250
Tetrachloroethene U 0.000896 0.00250
Toluene U 0.00130 0.00500
1,1,2-Trichlorotrifluoroethane U 0.000754 0.00250
1,2,3-Trichlorobenzene U 0.00733 0.0125
1,2,4-Trichlorobenzene U 0.00440 0.0125
1,1,1-Trichloroethane U 0.000923 0.00250
1,1,2-Trichloroethane U 0.000597 0.00250
Trichloroethene U 0.000584 0.00100
Trichlorofluoromethane U 0.000827 0.00250
1,2,3-Trichloropropane U 0.00162 0.0125
1,2,3-Trimethylbenzene U 0.00158 0.00500
1,2,4-Trimethylbenzene U 0.00158 0.00500
1,3,5-Trimethylbenzene U 0.00200 0.00500
Vinyl chloride U 0.00116 0.00250
Xylenes, Total U 0.000880 0.00650
(S) Toluene-d8 105 75.0-131
(S) 4-Bromofluorobenzene 94.5 67.0-138
(S) 1,2-Dichloroethane-d4 101 70.0-130
Laboratory Control Sample (LCS)
(LCS) R3564189-1 08/26/20 09:43
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte mg/kg mg/kg %%
Acetone 0.625 0.940 150 10.0-160
Acrylonitrile 0.625 0.703 112 45.0-153
Benzene 0.125 0.115 92.0 70.0-123
Bromobenzene 0.125 0.120 96.0 73.0-121
Bromodichloromethane 0.125 0.127 102 73.0-121
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532594
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-01,02,12,13,14,15,16,17,20,21,23,24
Laboratory Control Sample (LCS)
(LCS) R3564189-1 08/26/20 09:43
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte mg/kg mg/kg %%
Bromoform 0.125 0.110 88.0 64.0-132
Bromomethane 0.125 0.121 96.8 56.0-147
n-Butylbenzene 0.125 0.141 113 68.0-135
sec-Butylbenzene 0.125 0.136 109 74.0-130
tert-Butylbenzene 0.125 0.130 104 75.0-127
Carbon tetrachloride 0.125 0.127 102 66.0-128
Chlorobenzene 0.125 0.119 95.2 76.0-128
Chlorodibromomethane 0.125 0.113 90.4 74.0-127
Chloroethane 0.125 0.123 98.4 61.0-134
Chloroform 0.125 0.125 100 72.0-123
Chloromethane 0.125 0.129 103 51.0-138
2-Chlorotoluene 0.125 0.133 106 75.0-124
4-Chlorotoluene 0.125 0.142 114 75.0-124
1,2-Dibromo-3-Chloropropane 0.125 0.0829 66.3 59.0-130
1,2-Dibromoethane 0.125 0.113 90.4 74.0-128
Dibromomethane 0.125 0.130 104 75.0-122
1,2-Dichlorobenzene 0.125 0.129 103 76.0-124
1,3-Dichlorobenzene 0.125 0.124 99.2 76.0-125
1,4-Dichlorobenzene 0.125 0.125 100 77.0-121
Dichlorodifluoromethane 0.125 0.138 110 43.0-156
1,1-Dichloroethane 0.125 0.126 101 70.0-127
1,2-Dichloroethane 0.125 0.138 110 65.0-131
1,1-Dichloroethene 0.125 0.133 106 65.0-131
cis-1,2-Dichloroethene 0.125 0.118 94.4 73.0-125
trans-1,2-Dichloroethene 0.125 0.129 103 71.0-125
1,2-Dichloropropane 0.125 0.131 105 74.0-125
1,1-Dichloropropene 0.125 0.134 107 73.0-125
1,3-Dichloropropane 0.125 0.120 96.0 80.0-125
cis-1,3-Dichloropropene 0.125 0.123 98.4 76.0-127
trans-1,3-Dichloropropene 0.125 0.116 92.8 73.0-127
2,2-Dichloropropane 0.125 0.139 111 59.0-135
Di-isopropyl ether 0.125 0.139 111 60.0-136
Ethylbenzene 0.125 0.121 96.8 74.0-126
Hexachloro-1,3-butadiene 0.125 0.147 118 57.0-150
Isopropylbenzene 0.125 0.122 97.6 72.0-127
p-Isopropyltoluene 0.125 0.126 101 72.0-133
2-Butanone (MEK)0.625 0.750 120 30.0-160
Methylene Chloride 0.125 0.143 114 68.0-123
4-Methyl-2-pentanone (MIBK)0.625 0.684 109 56.0-143
Methyl tert-butyl ether 0.125 0.130 104 66.0-132
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532594
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-01,02,12,13,14,15,16,17,20,21,23,24
Laboratory Control Sample (LCS)
(LCS) R3564189-1 08/26/20 09:43
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte mg/kg mg/kg %%
Naphthalene 0.125 0.0751 60.1 59.0-130
n-Propylbenzene 0.125 0.139 111 74.0-126
Styrene 0.125 0.118 94.4 72.0-127
1,1,1,2-Tetrachloroethane 0.125 0.121 96.8 74.0-129
1,1,2,2-Tetrachloroethane 0.125 0.131 105 68.0-128
Tetrachloroethene 0.125 0.131 105 70.0-136
Toluene 0.125 0.119 95.2 75.0-121
1,1,2-Trichlorotrifluoroethane 0.125 0.126 101 61.0-139
1,2,3-Trichlorobenzene 0.125 0.0897 71.8 59.0-139
1,2,4-Trichlorobenzene 0.125 0.125 100 62.0-137
1,1,1-Trichloroethane 0.125 0.144 115 69.0-126
1,1,2-Trichloroethane 0.125 0.121 96.8 78.0-123
Trichloroethene 0.125 0.128 102 76.0-126
Trichlorofluoromethane 0.125 0.144 115 61.0-142
1,2,3-Trichloropropane 0.125 0.124 99.2 67.0-129
1,2,3-Trimethylbenzene 0.125 0.123 98.4 74.0-124
1,2,4-Trimethylbenzene 0.125 0.131 105 70.0-126
1,3,5-Trimethylbenzene 0.125 0.128 102 73.0-127
Vinyl chloride 0.125 0.132 106 63.0-134
Xylenes, Total 0.375 0.351 93.6 72.0-127
(S) Toluene-d8 97.0 75.0-131
(S) 4-Bromofluorobenzene 96.3 67.0-138
(S) 1,2-Dichloroethane-d4 107 70.0-130
L1253135-24 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1253135-24 08/26/20 16:21 • (MS) R3564189-3 08/26/20 18:34 • (MSD) R3564189-4 08/26/20 18:53
Spike Amount
(dry)
Original Result
(dry)MS Result (dry)MSD Result
(dry)MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg mg/kg %%%%%
Acetone 1.24 U 0.864 1.10 69.6 88.6 1 10.0-160 24.1 40
Acrylonitrile 1.24 U 1.33 1.41 108 114 1 10.0-160 5.50 40
Benzene 0.248 0.00174 0.129 0.198 51.3 79.0 1 10.0-149 J3 42.0 37
Bromobenzene 0.248 U 0.207 0.266 83.2 107 1 10.0-156 25.2 38
Bromodichloromethane 0.248 U 0.194 0.254 78.0 102 1 10.0-143 27.1 37
Bromoform 0.248 U 0.209 0.236 84.0 95.2 1 10.0-146 12.5 36
Bromomethane 0.248 U 0.112 0.158 45.3 63.7 1 10.0-149 33.8 38
n-Butylbenzene 0.248 U 0.163 0.300 65.7 121 1 10.0-160 J3 59.1 40
sec-Butylbenzene 0.248 U 0.154 0.276 62.0 111 1 10.0-159 J3 56.8 39
tert-Butylbenzene 0.248 U 0.161 0.272 64.9 110 1 10.0-156 J3 51.3 39
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532594
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-01,02,12,13,14,15,16,17,20,21,23,24
L1253135-24 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1253135-24 08/26/20 16:21 • (MS) R3564189-3 08/26/20 18:34 • (MSD) R3564189-4 08/26/20 18:53
Spike Amount
(dry)
Original Result
(dry)MS Result (dry)MSD Result
(dry)MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg mg/kg %%%%%
Carbon tetrachloride 0.248 U 0.102 0.205 41.2 82.4 1 10.0-145 J3 66.7 37
Chlorobenzene 0.248 U 0.172 0.238 69.1 96.0 1 10.0-152 32.6 39
Chlorodibromomethane 0.248 U 0.195 0.240 78.5 96.8 1 10.0-146 20.9 37
Chloroethane 0.248 U 0.103 0.160 41.6 64.5 1 10.0-146 J3 43.1 40
Chloroform 0.248 U 0.164 0.240 66.2 96.8 1 10.0-146 J3 37.6 37
Chloromethane 0.248 U U 0.140 0.000 56.5 1 10.0-159 J6 J3 200 37
2-Chlorotoluene 0.248 U 0.184 0.284 74.2 114 1 10.0-159 J3 42.7 38
4-Chlorotoluene 0.248 U 0.196 0.282 79.0 114 1 10.0-155 35.9 39
1,2-Dibromo-3-Chloropropane 0.248 U 0.201 0.193 80.8 77.9 1 10.0-151 3.63 39
1,2-Dibromoethane 0.248 U 0.201 0.221 80.8 88.8 1 10.0-148 9.43 34
Dibromomethane 0.248 U 0.190 0.226 76.5 91.2 1 10.0-147 17.6 35
1,2-Dichlorobenzene 0.248 U 0.222 0.278 89.6 112 1 10.0-155 22.2 37
1,3-Dichlorobenzene 0.248 U 0.209 0.270 84.0 109 1 10.0-153 25.7 38
1,4-Dichlorobenzene 0.248 U 0.215 0.282 86.4 114 1 10.0-151 27.2 38
Dichlorodifluoromethane 0.248 U 0.0820 0.179 33.0 72.1 1 10.0-160 J3 74.3 35
1,1-Dichloroethane 0.248 U 0.149 0.228 59.8 92.0 1 10.0-147 J3 42.4 37
1,2-Dichloroethane 0.248 U 0.203 0.256 81.6 103 1 10.0-148 23.4 35
1,1-Dichloroethene 0.248 U 0.106 0.155 42.7 62.4 1 10.0-155 J3 37.4 37
cis-1,2-Dichloroethene 0.248 U 0.147 0.211 59.2 84.8 1 10.0-149 35.6 37
trans-1,2-Dichloroethene 0.248 U 0.107 0.180 43.0 72.3 1 10.0-150 J3 50.9 37
1,2-Dichloropropane 0.248 U 0.176 0.256 70.9 103 1 10.0-148 J3 37.1 37
1,1-Dichloropropene 0.248 U 0.104 0.196 42.1 78.8 1 10.0-153 J3 60.8 35
1,3-Dichloropropane 0.248 U 0.217 0.256 87.2 103 1 10.0-154 16.8 35
cis-1,3-Dichloropropene 0.248 U 0.184 0.238 73.9 96.0 1 10.0-151 26.0 37
trans-1,3-Dichloropropene 0.248 U 0.203 0.238 81.6 96.0 1 10.0-148 16.2 37
2,2-Dichloropropane 0.248 U 0.106 0.164 42.9 66.2 1 10.0-138 J3 42.8 36
Di-isopropyl ether 0.248 U 0.213 0.280 85.6 113 1 10.0-147 27.4 36
Ethylbenzene 0.248 U 0.157 0.215 63.4 86.4 1 10.0-160 30.8 38
Hexachloro-1,3-butadiene 0.248 U 0.186 0.300 74.9 121 1 10.0-160 J3 46.9 40
Isopropylbenzene 0.248 U 0.151 0.244 60.9 98.4 1 10.0-155 J3 47.1 38
p-Isopropyltoluene 0.248 U 0.155 0.252 62.5 102 1 10.0-160 J3 47.7 40
2-Butanone (MEK)1.24 U 1.79 1.67 144 135 1 10.0-160 7.11 40
Methylene Chloride 0.248 U 0.0916 0.135 36.9 54.5 1 10.0-141 J3 38.5 37
4-Methyl-2-pentanone (MIBK)1.24 U 1.31 1.30 105 105 1 10.0-160 0.762 35
Methyl tert-butyl ether 0.248 U 0.203 0.262 81.6 106 1 11.0-147 25.6 35
Naphthalene 0.248 U 0.205 0.203 82.4 81.6 1 10.0-160 0.976 36
n-Propylbenzene 0.248 U 0.159 0.274 63.8 110 1 10.0-158 J3 53.4 38
Styrene 0.248 U 0.181 0.244 72.8 98.4 1 10.0-160 29.9 40
1,1,1,2-Tetrachloroethane 0.248 U 0.201 0.246 80.8 99.2 1 10.0-149 20.4 39
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532594
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-01,02,12,13,14,15,16,17,20,21,23,24
L1253135-24 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1253135-24 08/26/20 16:21 • (MS) R3564189-3 08/26/20 18:34 • (MSD) R3564189-4 08/26/20 18:53
Spike Amount
(dry)
Original Result
(dry)MS Result (dry)MSD Result
(dry)MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg mg/kg %%%%%
1,1,2,2-Tetrachloroethane 0.248 U 0.215 0.248 86.4 100 1 10.0-160 14.6 35
Tetrachloroethene 0.248 0.0154 0.174 0.268 64.0 102 1 10.0-156 J3 42.5 39
Toluene 0.248 0.00288 0.151 0.219 59.6 86.8 1 10.0-156 36.6 38
1,1,2-Trichlorotrifluoroethane 0.248 U 0.0946 0.195 38.1 78.6 1 10.0-160 J3 69.5 36
1,2,3-Trichlorobenzene 0.248 U 0.262 0.240 106 96.8 1 10.0-160 8.70 40
1,2,4-Trichlorobenzene 0.248 U 0.274 0.294 110 118 1 10.0-160 6.99 40
1,1,1-Trichloroethane 0.248 U 0.136 0.240 54.9 96.8 1 10.0-144 J3 55.3 35
1,1,2-Trichloroethane 0.248 U 0.238 0.256 96.0 103 1 10.0-160 7.23 35
Trichloroethene 0.248 U 0.176 0.236 71.0 95.2 1 10.0-156 29.2 38
Trichlorofluoromethane 0.248 U 0.0936 0.165 37.7 66.5 1 10.0-160 J3 55.3 40
1,2,3-Trichloropropane 0.248 U 0.268 0.264 108 106 1 10.0-156 1.49 35
1,2,3-Trimethylbenzene 0.248 U 0.186 0.250 74.7 101 1 10.0-160 29.7 36
1,2,4-Trimethylbenzene 0.248 U 0.182 0.264 73.3 106 1 10.0-160 J3 36.9 36
1,3,5-Trimethylbenzene 0.248 U 0.156 0.248 62.7 100 1 10.0-160 J3 45.8 38
Vinyl chloride 0.248 U 0.0888 0.157 35.8 63.2 1 10.0-160 J3 55.5 37
Xylenes, Total 0.745 U 0.463 0.691 62.1 92.8 1 10.0-160 J3 39.6 38
(S) Toluene-d8 108 104 75.0-131
(S) 4-Bromofluorobenzene 95.8 94.9 67.0-138
(S) 1,2-Dichloroethane-d4 99.1 104 70.0-130
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532966
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-08
Method Blank (MB)
(MB) R3564387-4 08/26/20 16:58
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/kg mg/kg mg/kg
TPH (GC/MS) Low Fraction U 0.183 0.500
Acetone U 0.0207 0.0500
Acrylonitrile U 0.00202 0.0100
Benzene U 0.000375 0.00100
Bromobenzene U 0.000275 0.00100
Bromodichloromethane U 0.000725 0.00100
Bromoform U 0.000424 0.00100
Bromomethane U 0.00117 0.00500
n-Butylbenzene U 0.000258 0.00100
sec-Butylbenzene U 0.000201 0.00100
tert-Butylbenzene U 0.000206 0.00100
Carbon tetrachloride U 0.000248 0.00100
Chlorobenzene U 0.000192 0.00100
Chlorodibromomethane U 0.000224 0.00100
Chloroethane U 0.00100 0.00500
Chloroform U 0.00103 0.00500
Chloromethane U 0.000650 0.00250
2-Chlorotoluene U 0.000225 0.00100
4-Chlorotoluene U 0.000691 0.00100
1,2-Dibromo-3-Chloropropane U 0.00190 0.00500
1,2-Dibromoethane U 0.000250 0.00100
Dibromomethane U 0.000350 0.00100
1,2-Dichlorobenzene U 0.000425 0.00100
1,3-Dichlorobenzene U 0.000600 0.00100
1,4-Dichlorobenzene U 0.000830 0.00100
Dichlorodifluoromethane U 0.000287 0.00500
1,1-Dichloroethane U 0.000268 0.00100
1,2-Dichloroethane U 0.000450 0.00100
1,1-Dichloroethene U 0.000355 0.00100
cis-1,2-Dichloroethene U 0.000475 0.00100
trans-1,2-Dichloroethene U 0.000500 0.00100
1,2-Dichloropropane U 0.000164 0.00100
1,1-Dichloropropene U 0.000375 0.00100
1,3-Dichloropropane U 0.000225 0.00100
cis-1,3-Dichloropropene U 0.000425 0.00100
trans-1,3-Dichloropropene U 0.000675 0.00100
2,2-Dichloropropane U 0.000375 0.00100
Di-isopropyl ether U 0.000221 0.00100
Ethylbenzene U 0.000300 0.00100
Hexachloro-1,3-butadiene U 0.000342 0.00100
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532966
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-08
Method Blank (MB)
(MB) R3564387-4 08/26/20 16:58
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/kg mg/kg mg/kg
Isopropylbenzene U 0.000425 0.00100
p-Isopropyltoluene U 0.000204 0.00100
2-Butanone (MEK)U 0.00468 0.0100
Methylene Chloride U 0.00100 0.00500
4-Methyl-2-pentanone (MIBK)U 0.000950 0.0100
Methyl tert-butyl ether U 0.000350 0.00100
Naphthalene U 0.00498 0.00500
n-Propylbenzene U 0.000206 0.00100
Styrene U 0.000223 0.00100
1,1,1,2-Tetrachloroethane U 0.000296 0.00100
1,1,2,2-Tetrachloroethane U 0.000231 0.00100
Tetrachloroethene U 0.000325 0.00100
Toluene U 0.00123 0.00500
1,1,2-Trichlorotrifluoroethane U 0.000426 0.00100
1,2,3-Trichlorobenzene U 0.000306 0.00100
1,2,4-Trichlorobenzene U 0.000388 0.00100
1,1,1-Trichloroethane U 0.000370 0.00100
1,1,2-Trichloroethane U 0.000425 0.00100
Trichloroethene U 0.000200 0.00100
Trichlorofluoromethane U 0.000356 0.00500
1,2,3-Trichloropropane U 0.000244 0.00250
1,2,3-Trimethylbenzene U 0.000287 0.00100
1,2,4-Trimethylbenzene U 0.000211 0.00100
1,3,5-Trimethylbenzene U 0.000266 0.00100
Vinyl chloride U 0.000226 0.00100
Xylenes, Total U 0.000500 0.00300
(S) Toluene-d8 100 75.0-131
(S) 4-Bromofluorobenzene 93.0 67.0-138
(S) 1,2-Dichloroethane-d4 96.8 70.0-130
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R3564387-1 08/26/20 15:09 • (LCSD) R3564387-2 08/26/20 15:31
Spike Amount LCS Result LCSD Result LCS Rec.LCSD Rec.Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg %%%%%
Acetone 0.125 0.120 0.115 96.0 92.0 10.0-160 4.26 31
Acrylonitrile 0.125 0.145 0.144 116 115 45.0-153 0.692 22
Benzene 0.0250 0.0282 0.0282 113 113 70.0-123 0.000 20
Bromobenzene 0.0250 0.0257 0.0257 103 103 73.0-121 0.000 20
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532966
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-08
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R3564387-1 08/26/20 15:09 • (LCSD) R3564387-2 08/26/20 15:31
Spike Amount LCS Result LCSD Result LCS Rec.LCSD Rec.Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg %%%%%
Bromodichloromethane 0.0250 0.0264 0.0262 106 105 73.0-121 0.760 20
Bromoform 0.0250 0.0283 0.0280 113 112 64.0-132 1.07 20
Bromomethane 0.0250 0.0291 0.0288 116 115 56.0-147 1.04 20
n-Butylbenzene 0.0250 0.0279 0.0269 112 108 68.0-135 3.65 20
sec-Butylbenzene 0.0250 0.0273 0.0269 109 108 74.0-130 1.48 20
tert-Butylbenzene 0.0250 0.0260 0.0260 104 104 75.0-127 0.000 20
Carbon tetrachloride 0.0250 0.0227 0.0246 90.8 98.4 66.0-128 8.03 20
Chlorobenzene 0.0250 0.0266 0.0267 106 107 76.0-128 0.375 20
Chlorodibromomethane 0.0250 0.0265 0.0263 106 105 74.0-127 0.758 20
Chloroethane 0.0250 0.0324 0.0318 130 127 61.0-134 1.87 20
Chloroform 0.0250 0.0260 0.0254 104 102 72.0-123 2.33 20
Chloromethane 0.0250 0.0232 0.0266 92.8 106 51.0-138 13.7 20
2-Chlorotoluene 0.0250 0.0271 0.0267 108 107 75.0-124 1.49 20
4-Chlorotoluene 0.0250 0.0267 0.0263 107 105 75.0-124 1.51 20
1,2-Dibromo-3-Chloropropane 0.0250 0.0254 0.0245 102 98.0 59.0-130 3.61 20
1,2-Dibromoethane 0.0250 0.0255 0.0253 102 101 74.0-128 0.787 20
Dibromomethane 0.0250 0.0268 0.0270 107 108 75.0-122 0.744 20
1,2-Dichlorobenzene 0.0250 0.0254 0.0250 102 100 76.0-124 1.59 20
1,3-Dichlorobenzene 0.0250 0.0259 0.0254 104 102 76.0-125 1.95 20
1,4-Dichlorobenzene 0.0250 0.0264 0.0259 106 104 77.0-121 1.91 20
Dichlorodifluoromethane 0.0250 0.0230 0.0230 92.0 92.0 43.0-156 0.000 20
1,1-Dichloroethane 0.0250 0.0282 0.0279 113 112 70.0-127 1.07 20
1,2-Dichloroethane 0.0250 0.0260 0.0253 104 101 65.0-131 2.73 20
1,1-Dichloroethene 0.0250 0.0279 0.0277 112 111 65.0-131 0.719 20
cis-1,2-Dichloroethene 0.0250 0.0268 0.0260 107 104 73.0-125 3.03 20
trans-1,2-Dichloroethene 0.0250 0.0272 0.0267 109 107 71.0-125 1.86 20
1,2-Dichloropropane 0.0250 0.0286 0.0286 114 114 74.0-125 0.000 20
1,1-Dichloropropene 0.0250 0.0281 0.0276 112 110 73.0-125 1.80 20
1,3-Dichloropropane 0.0250 0.0273 0.0272 109 109 80.0-125 0.367 20
cis-1,3-Dichloropropene 0.0250 0.0288 0.0291 115 116 76.0-127 1.04 20
trans-1,3-Dichloropropene 0.0250 0.0283 0.0282 113 113 73.0-127 0.354 20
2,2-Dichloropropane 0.0250 0.0261 0.0271 104 108 59.0-135 3.76 20
Di-isopropyl ether 0.0250 0.0265 0.0272 106 109 60.0-136 2.61 20
Ethylbenzene 0.0250 0.0270 0.0267 108 107 74.0-126 1.12 20
Hexachloro-1,3-butadiene 0.0250 0.0294 0.0276 118 110 57.0-150 6.32 20
Isopropylbenzene 0.0250 0.0280 0.0274 112 110 72.0-127 2.17 20
p-Isopropyltoluene 0.0250 0.0267 0.0265 107 106 72.0-133 0.752 20
2-Butanone (MEK)0.125 0.131 0.130 105 104 30.0-160 0.766 24
Methylene Chloride 0.0250 0.0260 0.0257 104 103 68.0-123 1.16 20
4-Methyl-2-pentanone (MIBK)0.125 0.142 0.139 114 111 56.0-143 2.14 20
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532966
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-08
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R3564387-1 08/26/20 15:09 • (LCSD) R3564387-2 08/26/20 15:31
Spike Amount LCS Result LCSD Result LCS Rec.LCSD Rec.Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg %%%%%
Methyl tert-butyl ether 0.0250 0.0301 0.0299 120 120 66.0-132 0.667 20
Naphthalene 0.0250 0.0254 0.0245 102 98.0 59.0-130 3.61 20
n-Propylbenzene 0.0250 0.0276 0.0271 110 108 74.0-126 1.83 20
Styrene 0.0250 0.0271 0.0269 108 108 72.0-127 0.741 20
1,1,1,2-Tetrachloroethane 0.0250 0.0255 0.0257 102 103 74.0-129 0.781 20
1,1,2,2-Tetrachloroethane 0.0250 0.0268 0.0255 107 102 68.0-128 4.97 20
Tetrachloroethene 0.0250 0.0270 0.0270 108 108 70.0-136 0.000 20
Toluene 0.0250 0.0262 0.0260 105 104 75.0-121 0.766 20
1,1,2-Trichlorotrifluoroethane 0.0250 0.0272 0.0268 109 107 61.0-139 1.48 20
1,2,3-Trichlorobenzene 0.0250 0.0268 0.0260 107 104 59.0-139 3.03 20
1,2,4-Trichlorobenzene 0.0250 0.0276 0.0263 110 105 62.0-137 4.82 20
1,1,1-Trichloroethane 0.0250 0.0276 0.0267 110 107 69.0-126 3.31 20
1,1,2-Trichloroethane 0.0250 0.0254 0.0249 102 99.6 78.0-123 1.99 20
Trichloroethene 0.0250 0.0262 0.0264 105 106 76.0-126 0.760 20
Trichlorofluoromethane 0.0250 0.0275 0.0267 110 107 61.0-142 2.95 20
1,2,3-Trichloropropane 0.0250 0.0264 0.0259 106 104 67.0-129 1.91 20
1,2,3-Trimethylbenzene 0.0250 0.0268 0.0261 107 104 74.0-124 2.65 20
1,2,4-Trimethylbenzene 0.0250 0.0266 0.0260 106 104 70.0-126 2.28 20
1,3,5-Trimethylbenzene 0.0250 0.0267 0.0268 107 107 73.0-127 0.374 20
Vinyl chloride 0.0250 0.0289 0.0286 116 114 63.0-134 1.04 20
Xylenes, Total 0.0750 0.0808 0.0790 108 105 72.0-127 2.25 20
(S) Toluene-d8 97.3 97.9 75.0-131
(S) 4-Bromofluorobenzene 94.3 92.7 67.0-138
(S) 1,2-Dichloroethane-d4 108 106 70.0-130
Laboratory Control Sample (LCS)
(LCS) R3564387-3 08/26/20 15:53
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte mg/kg mg/kg %%
TPH (GC/MS) Low Fraction 5.00 4.83 96.6 52.0-154
(S) Toluene-d8 92.3 75.0-131
(S) 4-Bromofluorobenzene 95.6 67.0-138
(S) 1,2-Dichloroethane-d4 103 70.0-130
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532966
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-08
L1253135-08 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1253135-08 08/26/20 19:11 • (MS) R3564387-5 08/26/20 19:54 • (MSD) R3564387-6 08/26/20 20:16
Spike Amount
(dry)
Original Result
(dry)MS Result (dry)MSD Result
(dry)MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg mg/kg %%%%%
Acetone 0.195 0.0670 0.253 0.239 95.3 88.1 1 10.0-160 5.71 40
Acrylonitrile 0.195 U 0.217 0.214 111 110 1 10.0-160 1.45 40
Benzene 0.0390 0.0665 0.247 0.197 462 334 1 10.0-149 J5 J5 22.5 37
Bromobenzene 0.0390 U 0.0262 0.0240 67.2 61.6 1 10.0-156 8.70 38
Bromodichloromethane 0.0390 U 0.0308 0.0300 78.8 76.8 1 10.0-143 2.57 37
Bromoform 0.0390 U 0.0328 0.0309 84.0 79.2 1 10.0-146 5.88 36
Bromomethane 0.0390 U 0.0353 0.0336 90.4 86.0 1 10.0-149 4.99 38
n-Butylbenzene 0.0390 U 0.0284 0.0223 72.8 57.2 1 10.0-160 24.0 40
sec-Butylbenzene 0.0390 U 0.0303 0.0248 77.6 63.6 1 10.0-159 19.8 39
tert-Butylbenzene 0.0390 U 0.0297 0.0251 76.0 64.4 1 10.0-156 16.5 39
Carbon tetrachloride 0.0390 U 0.0319 0.0303 81.6 77.6 1 10.0-145 5.03 37
Chlorobenzene 0.0390 U 0.0281 0.0269 72.0 68.8 1 10.0-152 4.55 39
Chlorodibromomethane 0.0390 U 0.0292 0.0283 74.8 72.4 1 10.0-146 3.26 37
Chloroethane 0.0390 U 0.0389 0.0395 99.6 101 1 10.0-146 1.59 40
Chloroform 0.0390 U 0.0312 0.0300 80.0 76.8 1 10.0-146 4.08 37
Chloromethane 0.0390 U 0.0340 0.0339 87.2 86.8 1 10.0-159 0.460 37
2-Chlorotoluene 0.0390 U 0.0283 0.0248 72.4 63.6 1 10.0-159 12.9 38
4-Chlorotoluene 0.0390 U 0.0259 0.0231 66.4 59.2 1 10.0-155 11.5 39
1,2-Dibromo-3-Chloropropane 0.0390 U 0.0353 0.0336 90.4 86.0 1 10.0-151 4.99 39
1,2-Dibromoethane 0.0390 U 0.0287 0.0295 73.6 75.6 1 10.0-148 2.68 34
Dibromomethane 0.0390 U 0.0314 0.0309 80.4 79.2 1 10.0-147 1.50 35
1,2-Dichlorobenzene 0.0390 U 0.0214 0.0194 54.8 49.6 1 10.0-155 9.96 37
1,3-Dichlorobenzene 0.0390 U 0.0226 0.0200 58.0 51.2 1 10.0-153 12.5 38
1,4-Dichlorobenzene 0.0390 U 0.0230 0.0201 58.8 51.6 1 10.0-151 13.0 38
Dichlorodifluoromethane 0.0390 U 0.0300 0.0298 76.8 76.4 1 10.0-160 0.522 35
1,1-Dichloroethane 0.0390 U 0.0348 0.0339 89.2 86.8 1 10.0-147 2.73 37
1,2-Dichloroethane 0.0390 U 0.0309 0.0308 79.2 78.8 1 10.0-148 0.506 35
1,1-Dichloroethene 0.0390 U 0.0364 0.0347 93.2 88.8 1 10.0-155 4.84 37
cis-1,2-Dichloroethene 0.0390 U 0.0311 0.0311 79.6 79.6 1 10.0-149 0.000 37
trans-1,2-Dichloroethene 0.0390 U 0.0331 0.0320 84.8 82.0 1 10.0-150 3.36 37
1,2-Dichloropropane 0.0390 U 0.0336 0.0329 86.0 84.4 1 10.0-148 1.88 37
1,1-Dichloropropene 0.0390 U 0.0353 0.0351 90.4 90.0 1 10.0-153 0.443 35
1,3-Dichloropropane 0.0390 U 0.0309 0.0314 79.2 80.4 1 10.0-154 1.50 35
cis-1,3-Dichloropropene 0.0390 U 0.0323 0.0311 82.8 79.6 1 10.0-151 3.94 37
trans-1,3-Dichloropropene 0.0390 U 0.0311 0.0306 79.6 78.4 1 10.0-148 1.52 37
2,2-Dichloropropane 0.0390 U 0.0358 0.0339 91.6 86.8 1 10.0-138 5.38 36
Di-isopropyl ether 0.0390 U 0.0342 0.0326 87.6 83.6 1 10.0-147 4.67 36
Ethylbenzene 0.0390 0.00796 0.0611 0.0500 136 108 1 10.0-160 20.0 38
Hexachloro-1,3-butadiene 0.0390 U 0.0259 0.0197 66.4 50.4 1 10.0-160 27.4 40
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532966
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-08
L1253135-08 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1253135-08 08/26/20 19:11 • (MS) R3564387-5 08/26/20 19:54 • (MSD) R3564387-6 08/26/20 20:16
Spike Amount
(dry)
Original Result
(dry)MS Result (dry)MSD Result
(dry)MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg mg/kg %%%%%
Isopropylbenzene 0.0390 0.000696 0.0344 0.0301 86.2 75.4 1 10.0-155 13.1 38
p-Isopropyltoluene 0.0390 U 0.0303 0.0248 77.6 63.6 1 10.0-160 19.8 40
2-Butanone (MEK)0.195 0.00893 0.244 0.233 120 115 1 10.0-160 4.59 40
Methylene Chloride 0.0390 U 0.0298 0.0289 76.4 74.0 1 10.0-141 3.19 37
4-Methyl-2-pentanone (MIBK)0.195 U 0.220 0.217 113 111 1 10.0-160 1.43 35
Methyl tert-butyl ether 0.0390 U 0.0381 0.0381 97.6 97.6 1 11.0-147 0.000 35
Naphthalene 0.0390 U 0.0676 0.0514 173 132 1 10.0-160 J5 27.3 36
n-Propylbenzene 0.0390 0.000893 0.0336 0.0281 83.7 69.7 1 10.0-158 17.7 38
Styrene 0.0390 U 0.0258 0.0253 66.0 64.8 1 10.0-160 1.83 40
1,1,1,2-Tetrachloroethane 0.0390 U 0.0292 0.0280 74.8 71.6 1 10.0-149 4.37 39
1,1,2,2-Tetrachloroethane 0.0390 U 0.0314 0.0315 80.4 80.8 1 10.0-160 0.496 35
Tetrachloroethene 0.0390 0.00273 0.0329 0.0306 77.4 71.4 1 10.0-156 7.37 39
Toluene 0.0390 0.0520 0.217 0.169 423 299 1 10.0-156 J5 J5 25.1 38
1,1,2-Trichlorotrifluoroethane 0.0390 U 0.0353 0.0361 90.4 92.4 1 10.0-160 2.19 36
1,2,3-Trichlorobenzene 0.0390 U 0.0147 0.0134 37.7 34.2 1 10.0-160 9.67 40
1,2,4-Trichlorobenzene 0.0390 U 0.0158 0.0135 40.4 34.6 1 10.0-160 15.5 40
1,1,1-Trichloroethane 0.0390 U 0.0362 0.0348 92.8 89.2 1 10.0-144 3.96 35
1,1,2-Trichloroethane 0.0390 U 0.0290 0.0292 74.4 74.8 1 10.0-160 0.536 35
Trichloroethene 0.0390 U 0.0325 0.0309 83.2 79.2 1 10.0-156 4.93 38
Trichlorofluoromethane 0.0390 U 0.0375 0.0364 96.0 93.2 1 10.0-160 2.96 40
1,2,3-Trichloropropane 0.0390 U 0.0339 0.0333 86.8 85.2 1 10.0-156 1.86 35
1,2,3-Trimethylbenzene 0.0390 0.000984 0.0320 0.0272 79.5 67.1 1 10.0-160 16.4 36
1,2,4-Trimethylbenzene 0.0390 0.00275 0.0394 0.0322 93.8 75.4 1 10.0-160 20.1 36
1,3,5-Trimethylbenzene 0.0390 0.00103 0.0329 0.0276 81.8 68.2 1 10.0-160 17.5 38
Vinyl chloride 0.0390 U 0.0356 0.0372 91.2 95.2 1 10.0-160 4.29 37
Xylenes, Total 0.117 0.0209 0.170 0.142 127 104 1 10.0-160 17.8 38
(S) Toluene-d8 97.4 94.1 75.0-131
(S) 4-Bromofluorobenzene 98.1 95.6 67.0-138
(S) 1,2-Dichloroethane-d4 118 120 70.0-130
L1253135-08 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1253135-08 08/26/20 19:11 • (MS) R3564387-7 08/26/20 20:37 • (MSD) R3564387-8 08/26/20 20:59
Spike Amount
(dry)
Original Result
(dry)MS Result (dry)MSD Result
(dry)MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg mg/kg %%%%%
TPH (GC/MS) Low Fraction 7.81 0.336 7.87 7.01 96.5 85.5 1 10.0-160 11.5 40
(S) Toluene-d8 91.9 91.2 75.0-131
(S) 4-Bromofluorobenzene 98.2 94.8 67.0-138
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532966
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-08
L1253135-08 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1253135-08 08/26/20 19:11 • (MS) R3564387-7 08/26/20 20:37 • (MSD) R3564387-8 08/26/20 20:59
Spike Amount
(dry)
Original Result
(dry)MS Result (dry)MSD Result
(dry)MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg mg/kg %%%%%
(S) 1,2-Dichloroethane-d4 117 113 70.0-130
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1531031
Semi-Volatile Organic Compounds (GC) by Method 3511/8015 L1253135-30
Method Blank (MB)
(MB) R3564652-1 08/27/20 01:21
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/l mg/l mg/l
DRO W/ SGT U 0.0247 0.100
(S) o-Terphenyl 79.5 52.0-156
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R3564652-2 08/27/20 01:47 • (LCSD) R3564652-3 08/27/20 02:13
Spike Amount LCS Result LCSD Result LCS Rec.LCSD Rec.Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits
Analyte mg/l mg/l mg/l %%%%%
DRO W/ SGT 1.50 1.31 1.42 87.3 94.7 50.0-150 8.06 20
(S) o-Terphenyl 82.5 87.0 52.0-156
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532427
Semi-Volatile Organic Compounds (GC) by Method 3546/DRO L1253135-08
Method Blank (MB)
(MB) R3563845-2 08/26/20 08:43
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/kg mg/kg mg/kg
DRO W/ SGT U 0.769 4.00
(S) o-Terphenyl 60.4 18.0-148
Laboratory Control Sample (LCS)
(LCS) R3563845-1 08/26/20 07:13
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte mg/kg mg/kg %%
DRO W/ SGT 50.0 27.5 55.0 50.0-150
(S) o-Terphenyl 39.8 18.0-148
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.GLOSSARY OF TERMS
Guide to Reading and Understanding Your Laboratory Report
The information below is designed to better explain the various terms used in your report of analytical results from the Laboratory. This is not
intended as a comprehensive explanation, and if you have additional questions please contact your project representative.
Results Disclaimer - Information that may be provided by the customer, and contained within this report, include Permit Limits, Project Name,
Sample ID, Sample Matrix, Sample Preservation, Field Blanks, Field Spikes, Field Duplicates, On-Site Data, Sampling Collection Dates/Times, and
Sampling Location. Results relate to the accuracy of this information provided, and as the samples are received.
Abbreviations and Definitions
(dry)Results are reported based on the dry weight of the sample. [this will only be present on a dry report basis for soils].
MDL Method Detection Limit.
MDL (dry)Method Detection Limit.
RDL Reported Detection Limit.
RDL (dry)Reported Detection Limit.
Rec.Recovery.
RPD Relative Percent Difference.
SDG Sample Delivery Group.
(S)
Surrogate (Surrogate Standard) - Analytes added to every blank, sample, Laboratory Control Sample/Duplicate and
Matrix Spike/Duplicate; used to evaluate analytical efficiency by measuring recovery. Surrogates are not expected to be
detected in all environmental media.
U Not detected at the Reporting Limit (or MDL where applicable).
Analyte The name of the particular compound or analysis performed. Some Analyses and Methods will have multiple analytes
reported.
Dilution
If the sample matrix contains an interfering material, the sample preparation volume or weight values differ from the
standard, or if concentrations of analytes in the sample are higher than the highest limit of concentration that the
laboratory can accurately report, the sample may be diluted for analysis. If a value different than 1 is used in this field, the
result reported has already been corrected for this factor.
Limits
These are the target % recovery ranges or % difference value that the laboratory has historically determined as normal
for the method and analyte being reported. Successful QC Sample analysis will target all analytes recovered or
duplicated within these ranges.
Original Sample The non-spiked sample in the prep batch used to determine the Relative Percent Difference (RPD) from a quality control
sample. The Original Sample may not be included within the reported SDG.
Qualifier
This column provides a letter and/or number designation that corresponds to additional information concerning the result
reported. If a Qualifier is present, a definition per Qualifier is provided within the Glossary and Definitions page and
potentially a discussion of possible implications of the Qualifier in the Case Narrative if applicable.
Result
The actual analytical final result (corrected for any sample specific characteristics) reported for your sample. If there was
no measurable result returned for a specific analyte, the result in this column may state “ND” (Not Detected) or “BDL”
(Below Detectable Levels). The information in the results column should always be accompanied by either an MDL
(Method Detection Limit) or RDL (Reporting Detection Limit) that defines the lowest value that the laboratory could detect
or report for this analyte.
Uncertainty
(Radiochemistry)Confidence level of 2 sigma.
Case Narrative (Cn)
A brief discussion about the included sample results, including a discussion of any non-conformances to protocol
observed either at sample receipt by the laboratory from the field or during the analytical process. If present, there will
be a section in the Case Narrative to discuss the meaning of any data qualifiers used in the report.
Quality Control
Summary (Qc)
This section of the report includes the results of the laboratory quality control analyses required by procedure or
analytical methods to assist in evaluating the validity of the results reported for your samples. These analyses are not
being performed on your samples typically, but on laboratory generated material.
Sample Chain of
Custody (Sc)
This is the document created in the field when your samples were initially collected. This is used to verify the time and
date of collection, the person collecting the samples, and the analyses that the laboratory is requested to perform. This
chain of custody also documents all persons (excluding commercial shippers) that have had control or possession of the
samples from the time of collection until delivery to the laboratory for analysis.
Sample Results (Sr)
This section of your report will provide the results of all testing performed on your samples. These results are provided
by sample ID and are separated by the analyses performed on each sample. The header line of each analysis section for
each sample will provide the name and method number for the analysis reported.
Sample Summary (Ss)This section of the Analytical Report defines the specific analyses performed for each sample ID, including the dates and
times of preparation and/or analysis.
Qualifier Description
E The analyte concentration exceeds the upper limit of the calibration range of the instrument established by the initial
calibration (ICAL).
J The identification of the analyte is acceptable; the reported value is an estimate.
J3 The associated batch QC was outside the established quality control range for precision.
J4 The associated batch QC was outside the established quality control range for accuracy.
J5 The sample matrix interfered with the ability to make any accurate determination; spike value is high.
J6 The sample matrix interfered with the ability to make any accurate determination; spike value is low.
P1 RPD value not applicable for sample concentrations less than 5 times the reporting limit.
V The sample concentration is too high to evaluate accurate spike recoveries.
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.
Pace National is the only environmental laboratory accredited/certified to support your work nationwide from one location. One phone call, one point of contact, one laboratory. No other lab is as
accessible or prepared to handle your needs throughout the country. Our capacity and capability from our single location laboratory is comparable to the collective totals of the network
laboratories in our industry. The most significant benefit to our one location design is the design of our laboratory campus. The model is conducive to accelerated productivity, decreasing
turn-around time, and preventing cross contamination, thus protecting sample integrity. Our focus on premium quality and prompt service allows us to be YOUR LAB OF CHOICE.
* Not all certifications held by the laboratory are applicable to the results reported in the attached report.
* Accreditation is only applicable to the test methods specified on each scope of accreditation held by Pace National.

State Accreditations
Alabama 40660 Nebraska NE-OS-15-05
Alaska 17-026 Nevada TN-03-2002-34
Arizona AZ0612 New Hampshire 2975
Arkansas 88-0469 New Jersey–NELAP TN002
California 2932 New Mexico ¹n/a
Colorado TN00003 New York 11742
Connecticut PH-0197 North Carolina Env375
Florida E87487 North Carolina ¹DW21704
Georgia NELAP North Carolina ³41
Georgia ¹923 North Dakota R-140
Idaho TN00003 Ohio–VAP CL0069
Illinois 200008 Oklahoma 9915
Indiana C-TN-01 Oregon TN200002
Iowa 364 Pennsylvania 68-02979
Kansas E-10277 Rhode Island LAO00356
Kentucky ¹ ⁶90010 South Carolina 84004
Kentucky ²16 South Dakota n/a
Louisiana AI30792 Tennessee ¹ ⁴2006
Louisiana ¹LA180010 Texas T104704245-18-15
Maine TN0002 Texas ⁵LAB0152
Maryland 324 Utah TN00003
Massachusetts M-TN003 Vermont VT2006
Michigan 9958 Virginia 460132
Minnesota 047-999-395 Washington C847
Mississippi TN00003 West Virginia 233
Missouri 340 Wisconsin 9980939910
Montana CERT0086 Wyoming A2LA

Third Party Federal Accreditations
A2LA – ISO 17025 1461.01 AIHA-LAP,LLC EMLAP 100789
A2LA – ISO 17025 ⁵1461.02 DOD 1461.01
Canada 1461.01 USDA P330-15-00234
EPA–Crypto TN00003
ACCREDITATIONS & LOCATIONS

¹ Drinking Water ² Underground Storage Tanks ³ Aquatic Toxicity ⁴ Chemical/Microbiological ⁵ Mold ⁶ Wastewater n/a Accreditation not applicable

Our Locations
Pace National has sixty-four client support centers that provide sample pickup and/or the delivery of sampling supplies. If you would like assistance from one of our support offices, please contact
our main office. Pace National performs all testing at our central laboratory.
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ANALYTICAL REPORT
August 28, 2020
Terracon - Salt Lake City, UT
Sample Delivery Group:L1253135
Samples Received:08/21/2020
Project Number:61207268
Description:SL Chrome LSI
Report To:Amy Findley
6949 South High Tech Drive
Midvale, UT 84047
Entire Report Reviewed By:
August 28, 2020
[Preliminary Report]
Chris Ward
Project Manager
Results relate only to the items tested or calibrated and are reported as rounded values. This test report shall not be
reproduced, except in full, without written approval of the laboratory. Where applicable, sampling conducted by Pace
Analytical National is performed per guidance provided in laboratory standard operating procedures ENV-SOP-MTJL-0067 and
ENV-SOP-MTJL-0068. Where sampling conducted by the customer, results relate to the accuracy of the information provided,
and as the samples are received.
12065 Lebanon Rd Mount Juliet, TN 37122 615-758-5858 800-767-5859 www.pacenational.com
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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August 28, 2020
Chris Ward
Project Manager
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TABLE OF CONTENTS ONE LAB. NATIONWIDE.TABLE OF CONTENTS
Cp: Cover Page 1
Tc: Table of Contents 2
Ss: Sample Summary 4
Cn: Case Narrative 11
Sr: Sample Results 13
B-1 @ 11.5 L1253135-01 13
B-3 @ 0-1' L1253135-02 15
B-3 @ 1-3' L1253135-03 17
B-3 @ 3-5' L1253135-04 18
B-4 @ 0-1' L1253135-05 19
B-4 @ 1-3' L1253135-06 20
B-4 @ 3-5' L1253135-07 21
B-2 @ 6.5' L1253135-08 22
B-5 @ 0-1' L1253135-09 24
B-5 @ 1-3' L1253135-10 25
B-5 @ 3.5' L1253135-11 26
B-5 @ 5' L1253135-12 27
B-6 @ 6.5' L1253135-13 29
B-8 @ 2' L1253135-14 31
B-8 @ 8' L1253135-15 33
B-9 @ 1.5' L1253135-16 35
B-9 @ 8' L1253135-17 37
B-8 GW L1253135-18 39
B-9 GW L1253135-19 41
B-10 @ 2' L1253135-20 43
B-10 @ 7' L1253135-21 45
B-10 GW L1253135-22 47
B-11 @ 1.5' L1253135-23 49
B-11 @ 8' L1253135-24 51
B-11 GW L1253135-25 53
B-7 @ 1.5' L1253135-26 55
B-7 @7' L1253135-27 57
B-7 GW L1253135-28 59
B-3 MW L1253135-29 61
B-2 MW L1253135-30 63
B-5 MW L1253135-31 65
B-6 MW L1253135-32 67
B-1M W L1253135-33 69
Qc: Quality Control Summary 71
Total Solids by Method 2540 G-2011 71
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Terracon - Salt Lake City, UT 61207268 L1253135 08/28/20 19:13 2 of 123
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Terracon - Salt Lake City, UT 61207268 L1253135 08/28/20 19:57 2 of 123
ONE LAB. NATIONWIDE.
Wet Chemistry by Method 1664A 75
Wet Chemistry by Method 3060A/7196A 76
Wet Chemistry by Method 7199 78
Wet Chemistry by Method 9071B 79
Mercury by Method 7470A 80
Mercury by Method 7471A 81
Metals (ICPMS) by Method 6020 83
Volatile Organic Compounds (GC/MS) by Method 8260B 86
Semi-Volatile Organic Compounds (GC) by Method 3511/8015 116
Semi-Volatile Organic Compounds (GC) by Method 3546/DRO 117
Gl: Glossary of Terms 118
Al: Accreditations & Locations 119
Sc: Sample Chain of Custody 120
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Terracon - Salt Lake City, UT 61207268 L1253135 08/28/20 19:13 3 of 123
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Terracon - Salt Lake City, UT 61207268 L1253135 08/28/20 19:57 3 of 123
ONE LAB. NATIONWIDE.SAMPLE SUMMARY
Collected by Collected date/time Received date/time
B-1 @ 11.5 L1253135-01 Solid Mark Lilly 08/17/20 09:05 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1532073 1 08/26/20 12:10 08/26/20 12:21 KBC Mt. Juliet, TN
Mercury by Method 7471A WG1532261 1 08/25/20 18:32 08/26/20 10:56 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1532137 5 08/25/20 17:00 08/26/20 18:28 JPD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1532594 1 08/25/20 14:07 08/26/20 12:18 BMB Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-3 @ 0-1' L1253135-02 Solid Mark Lilly 08/17/20 10:20 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1532074 1 08/26/20 22:24 08/26/20 22:38 KBC Mt. Juliet, TN
Wet Chemistry by Method 3060A/7196A WG1533425 1 08/27/20 13:00 08/28/20 17:30 KEG Mt. Juliet, TN
Mercury by Method 7471A WG1532261 1 08/25/20 18:32 08/26/20 10:59 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1532137 5 08/25/20 17:00 08/26/20 18:31 JPD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1532594 1 08/25/20 14:07 08/26/20 12:38 BMB Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-3 @ 1-3' L1253135-03 Solid Mark Lilly 08/17/20 10:22 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1532074 1 08/26/20 22:24 08/26/20 22:38 KBC Mt. Juliet, TN
Wet Chemistry by Method 3060A/7196A WG1533425 1 08/27/20 13:00 08/28/20 17:37 KEG Mt. Juliet, TN
Mercury by Method 7471A WG1532261 1 08/25/20 18:32 08/26/20 11:02 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1532137 5 08/25/20 17:00 08/26/20 18:34 JPD Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-3 @ 3-5' L1253135-04 Solid Mark Lilly 08/17/20 10:24 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1532074 1 08/26/20 22:24 08/26/20 22:38 KBC Mt. Juliet, TN
Wet Chemistry by Method 3060A/7196A WG1533425 1 08/27/20 13:00 08/28/20 17:46 KEG Mt. Juliet, TN
Mercury by Method 7471A WG1532261 1 08/25/20 18:32 08/26/20 11:04 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1532137 5 08/25/20 17:00 08/26/20 18:50 JPD Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-4 @ 0-1' L1253135-05 Solid Mark Lilly 08/17/20 11:00 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1532074 1 08/26/20 22:24 08/26/20 22:38 KBC Mt. Juliet, TN
Wet Chemistry by Method 3060A/7196A WG1533425 1 08/27/20 13:00 08/28/20 17:47 KEG Mt. Juliet, TN
Mercury by Method 7471A WG1532261 2 08/25/20 18:32 08/26/20 13:10 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1532137 5 08/25/20 17:00 08/26/20 18:54 JPD Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-4 @ 1-3' L1253135-06 Solid Mark Lilly 08/17/20 11:02 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1532074 1 08/26/20 22:24 08/26/20 22:38 KBC Mt. Juliet, TN
Wet Chemistry by Method 3060A/7196A WG1533425 1 08/27/20 13:00 08/28/20 17:47 KEG Mt. Juliet, TN
Mercury by Method 7471A WG1532261 1 08/25/20 18:32 08/26/20 11:09 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1532137 5 08/25/20 17:00 08/26/20 18:57 JPD Mt. Juliet, TN
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Terracon - Salt Lake City, UT 61207268 L1253135 08/28/20 19:13 4 of 123
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Terracon - Salt Lake City, UT 61207268 L1253135 08/28/20 19:57 4 of 123
ONE LAB. NATIONWIDE.SAMPLE SUMMARY
Collected by Collected date/time Received date/time
B-4 @ 3-5' L1253135-07 Solid Mark Lilly 08/17/20 11:04 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1532074 1 08/26/20 22:24 08/26/20 22:38 KBC Mt. Juliet, TN
Wet Chemistry by Method 3060A/7196A WG1533425 1 08/27/20 13:00 08/28/20 18:06 KEG Mt. Juliet, TN
Mercury by Method 7471A WG1532261 1 08/25/20 18:32 08/26/20 11:12 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1532137 5 08/25/20 17:00 08/26/20 19:00 JPD Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-2 @ 6.5' L1253135-08 Solid Mark Lilly 08/17/20 12:15 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1532074 1 08/26/20 22:24 08/26/20 22:38 KBC Mt. Juliet, TN
Wet Chemistry by Method 9071B WG1531298 1 08/24/20 11:48 08/24/20 14:57 MBP Mt. Juliet, TN
Mercury by Method 7471A WG1532261 1 08/25/20 18:32 08/26/20 11:22 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1532137 5 08/25/20 17:00 08/26/20 19:03 JPD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1532966 1 08/25/20 14:07 08/26/20 19:11 ACG Mt. Juliet, TN
Semi-Volatile Organic Compounds (GC) by Method 3546/DRO WG1532427 1 08/24/20 16:00 08/26/20 08:56 JN Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-5 @ 0-1' L1253135-09 Solid Mark Lilly 08/17/20 12:58 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1532074 1 08/26/20 22:24 08/26/20 22:38 KBC Mt. Juliet, TN
Wet Chemistry by Method 3060A/7196A WG1533425 1 08/27/20 13:00 08/28/20 18:07 KEG Mt. Juliet, TN
Mercury by Method 7471A WG1532261 1 08/25/20 18:32 08/26/20 11:25 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1532137 5 08/25/20 17:00 08/26/20 19:06 JPD Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-5 @ 1-3' L1253135-10 Solid Mark Lilly 08/17/20 13:00 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1532074 1 08/26/20 22:24 08/26/20 22:38 KBC Mt. Juliet, TN
Wet Chemistry by Method 3060A/7196A WG1533425 1 08/27/20 13:00 08/28/20 18:09 KEG Mt. Juliet, TN
Mercury by Method 7471A WG1532261 2 08/25/20 18:32 08/26/20 13:13 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1532137 5 08/25/20 17:00 08/26/20 19:10 JPD Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-5 @ 3.5' L1253135-11 Solid Mark Lilly 08/17/20 13:02 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1532074 1 08/26/20 22:24 08/26/20 22:38 KBC Mt. Juliet, TN
Wet Chemistry by Method 3060A/7196A WG1533425 1 08/27/20 13:00 08/28/20 18:11 KEG Mt. Juliet, TN
Mercury by Method 7471A WG1532261 1 08/25/20 18:32 08/26/20 11:30 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1532137 5 08/25/20 17:00 08/26/20 18:12 JPD Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-5 @ 5' L1253135-12 Solid Mark Lilly 08/17/20 13:10 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1532076 1 08/26/20 23:01 08/26/20 23:14 KBC Mt. Juliet, TN
Wet Chemistry by Method 9071B WG1531298 1 08/24/20 11:48 08/24/20 14:57 MBP Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1532594 1 08/25/20 14:07 08/26/20 12:57 BMB Mt. Juliet, TN
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Terracon - Salt Lake City, UT 61207268 L1253135 08/28/20 19:13 5 of 123
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Terracon - Salt Lake City, UT 61207268 L1253135 08/28/20 19:57 5 of 123
ONE LAB. NATIONWIDE.SAMPLE SUMMARY
Collected by Collected date/time Received date/time
B-6 @ 6.5' L1253135-13 Solid Mark Lilly 08/17/20 13:50 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1532076 1 08/26/20 23:01 08/26/20 23:14 KBC Mt. Juliet, TN
Wet Chemistry by Method 3060A/7196A WG1533425 1 08/27/20 13:00 08/28/20 18:13 KEG Mt. Juliet, TN
Mercury by Method 7471A WG1532261 1 08/25/20 18:32 08/26/20 11:33 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1532137 5 08/25/20 17:00 08/26/20 19:13 JPD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1532594 1 08/25/20 14:07 08/26/20 14:08 BMB Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-8 @ 2' L1253135-14 Solid Mark Lilly 08/18/20 09:55 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1532076 1 08/26/20 23:01 08/26/20 23:14 KBC Mt. Juliet, TN
Wet Chemistry by Method 3060A/7196A WG1533425 1 08/27/20 13:00 08/28/20 18:14 KEG Mt. Juliet, TN
Mercury by Method 7471A WG1532261 1 08/25/20 18:32 08/26/20 11:35 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1532137 5 08/25/20 17:00 08/26/20 19:16 JPD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1532594 1 08/25/20 14:07 08/26/20 13:49 BMB Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-8 @ 8' L1253135-15 Solid Mark Lilly 08/18/20 10:05 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1532076 1 08/26/20 23:01 08/26/20 23:14 KBC Mt. Juliet, TN
Wet Chemistry by Method 3060A/7196A WG1533425 1 08/27/20 13:00 08/28/20 18:15 KEG Mt. Juliet, TN
Mercury by Method 7471A WG1532261 1 08/25/20 18:32 08/26/20 11:38 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1532137 5 08/25/20 17:00 08/26/20 19:26 JPD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1532594 1 08/25/20 14:07 08/26/20 14:26 BMB Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-9 @ 1.5' L1253135-16 Solid Mark Lilly 08/18/20 10:50 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1532076 1 08/26/20 23:01 08/26/20 23:14 KBC Mt. Juliet, TN
Wet Chemistry by Method 3060A/7196A WG1533425 1 08/27/20 13:00 08/28/20 18:17 KEG Mt. Juliet, TN
Mercury by Method 7471A WG1532261 1 08/25/20 18:32 08/26/20 11:40 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1532137 5 08/25/20 17:00 08/26/20 19:29 JPD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1532594 1 08/25/20 14:07 08/26/20 14:46 BMB Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-9 @ 8' L1253135-17 Solid Mark Lilly 08/18/20 11:02 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1532076 1 08/26/20 23:01 08/26/20 23:14 KBC Mt. Juliet, TN
Wet Chemistry by Method 3060A/7196A WG1533425 1 08/27/20 13:00 08/28/20 18:19 KEG Mt. Juliet, TN
Mercury by Method 7471A WG1532261 1 08/25/20 18:32 08/26/20 11:43 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1532137 5 08/25/20 17:00 08/26/20 19:36 JPD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1532594 1 08/25/20 14:07 08/26/20 15:05 BMB Mt. Juliet, TN
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Terracon - Salt Lake City, UT 61207268 L1253135 08/28/20 19:13 6 of 123
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Terracon - Salt Lake City, UT 61207268 L1253135 08/28/20 19:57 6 of 123
ONE LAB. NATIONWIDE.SAMPLE SUMMARY
Collected by Collected date/time Received date/time
B-8 GW L1253135-18 GW Mark Lilly 08/18/20 11:50 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Wet Chemistry by Method 7199 WG1531101 1 08/24/20 20:00 08/24/20 20:00 GB Mt. Juliet, TN
Mercury by Method 7470A WG1530995 1 08/23/20 17:27 08/24/20 13:42 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1531332 1 08/25/20 17:17 08/26/20 00:38 LD Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1531332 1 08/25/20 17:17 08/26/20 10:29 JPD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1531158 1 08/24/20 02:00 08/24/20 02:00 JCP Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-9 GW L1253135-19 GW Mark Lilly 08/18/20 11:21 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Wet Chemistry by Method 7199 WG1531101 50000 08/24/20 20:08 08/24/20 20:08 GB Mt. Juliet, TN
Mercury by Method 7470A WG1530995 1 08/23/20 17:27 08/24/20 13:44 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1531332 1 08/25/20 17:17 08/26/20 01:28 LD Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1531332 1 08/25/20 17:17 08/26/20 11:20 JPD Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1531332 200 08/25/20 17:17 08/26/20 11:23 JPD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1531158 1 08/24/20 02:20 08/24/20 02:20 JCP Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-10 @ 2' L1253135-20 Solid Mark Lilly 08/18/20 13:14 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1532076 1 08/26/20 23:01 08/26/20 23:14 KBC Mt. Juliet, TN
Wet Chemistry by Method 3060A/7196A WG1533425 1 08/27/20 13:00 08/28/20 18:21 KEG Mt. Juliet, TN
Mercury by Method 7471A WG1532261 1 08/25/20 18:32 08/26/20 11:46 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1532137 5 08/25/20 17:00 08/26/20 19:39 JPD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1532594 1 08/25/20 14:07 08/26/20 15:24 BMB Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-10 @ 7' L1253135-21 Solid Mark Lilly 08/18/20 13:18 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1532076 1 08/26/20 23:01 08/26/20 23:14 KBC Mt. Juliet, TN
Wet Chemistry by Method 3060A/7196A WG1533425 1 08/27/20 13:00 08/28/20 18:24 KEG Mt. Juliet, TN
Mercury by Method 7471A WG1532261 1 08/25/20 18:32 08/26/20 10:49 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1532137 5 08/25/20 17:00 08/26/20 19:42 JPD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1532594 1 08/25/20 14:07 08/26/20 15:43 BMB Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-10 GW L1253135-22 GW Mark Lilly 08/18/20 13:35 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Wet Chemistry by Method 7199 WG1531101 10 08/24/20 23:30 08/24/20 23:30 GB Mt. Juliet, TN
Mercury by Method 7470A WG1530995 1 08/23/20 17:27 08/24/20 13:46 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1531332 1 08/25/20 17:17 08/26/20 00:41 LD Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1531332 1 08/25/20 17:17 08/26/20 10:32 JPD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1531158 1 08/24/20 02:40 08/24/20 02:40 JCP Mt. Juliet, TN
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Terracon - Salt Lake City, UT 61207268 L1253135 08/28/20 19:13 7 of 123
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Terracon - Salt Lake City, UT 61207268 L1253135 08/28/20 19:57 7 of 123
ONE LAB. NATIONWIDE.SAMPLE SUMMARY
Collected by Collected date/time Received date/time
B-11 @ 1.5' L1253135-23 Solid Mark Lilly 08/18/20 13:56 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1532076 1 08/26/20 23:01 08/26/20 23:14 KBC Mt. Juliet, TN
Wet Chemistry by Method 3060A/7196A WG1533425 1 08/27/20 13:00 08/28/20 18:25 KEG Mt. Juliet, TN
Mercury by Method 7471A WG1532261 1 08/25/20 18:32 08/26/20 11:53 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1532137 5 08/25/20 17:00 08/26/20 19:46 JPD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1532594 1 08/25/20 14:07 08/26/20 16:02 BMB Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-11 @ 8' L1253135-24 Solid Mark Lilly 08/18/20 14:00 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1532076 1 08/26/20 23:01 08/26/20 23:14 KBC Mt. Juliet, TN
Wet Chemistry by Method 3060A/7196A WG1533425 1 08/27/20 13:00 08/28/20 18:25 KEG Mt. Juliet, TN
Mercury by Method 7471A WG1532261 1 08/25/20 18:32 08/26/20 11:56 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1532137 5 08/25/20 17:00 08/26/20 19:49 JPD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1532594 1 08/25/20 14:07 08/26/20 16:21 BMB Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-11 GW L1253135-25 GW Mark Lilly 08/18/20 14:40 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Wet Chemistry by Method 7199 WG1531101 1 08/24/20 18:17 08/24/20 18:17 GB Mt. Juliet, TN
Mercury by Method 7470A WG1530995 1 08/23/20 17:27 08/24/20 13:48 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1531332 1 08/25/20 17:17 08/26/20 00:45 LD Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1531332 1 08/25/20 17:17 08/26/20 10:35 JPD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1531158 1 08/24/20 03:00 08/24/20 03:00 JCP Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-7 @ 1.5' L1253135-26 Solid Mark Lilly 08/18/20 15:22 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1532077 1 08/26/20 22:42 08/26/20 22:59 KBC Mt. Juliet, TN
Wet Chemistry by Method 3060A/7196A WG1533425 1 08/27/20 13:00 08/28/20 18:27 KEG Mt. Juliet, TN
Mercury by Method 7471A WG1532533 1 08/26/20 09:37 08/26/20 20:38 TCT Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1532138 5 08/25/20 17:48 08/26/20 17:02 JPD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1532400 1 08/25/20 14:07 08/27/20 21:39 DWR Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-7 @7' L1253135-27 Solid Mark Lilly 08/18/20 15:26 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1532077 1 08/26/20 22:42 08/26/20 22:59 KBC Mt. Juliet, TN
Wet Chemistry by Method 3060A/7196A WG1533425 1 08/27/20 13:00 08/28/20 18:29 KEG Mt. Juliet, TN
Mercury by Method 7471A WG1532533 1 08/26/20 09:37 08/26/20 20:41 TCT Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1532138 5 08/25/20 17:48 08/26/20 17:05 JPD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1532400 1.01 08/25/20 14:07 08/27/20 21:59 DWR Mt. Juliet, TN
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE SUMMARY
Collected by Collected date/time Received date/time
B-7 GW L1253135-28 GW Mark Lilly 08/18/20 17:17 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Wet Chemistry by Method 7199 WG1531101 1 08/24/20 18:24 08/24/20 18:24 GB Mt. Juliet, TN
Mercury by Method 7470A WG1530995 1 08/23/20 17:27 08/24/20 13:50 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1531332 1 08/25/20 17:17 08/26/20 00:48 LD Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1531332 1 08/25/20 17:17 08/26/20 10:39 JPD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1531158 1 08/24/20 03:20 08/24/20 03:20 JCP Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-3 MW L1253135-29 GW Mark Lilly 08/19/20 10:45 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Wet Chemistry by Method 7199 WG1531101 1 08/24/20 18:32 08/24/20 18:32 GB Mt. Juliet, TN
Mercury by Method 7470A WG1530995 1 08/23/20 17:27 08/24/20 13:52 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1531332 1 08/25/20 17:17 08/26/20 00:51 LD Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1531332 1 08/25/20 17:17 08/26/20 10:42 JPD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1531158 1 08/24/20 03:41 08/24/20 03:41 JCP Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-2 MW L1253135-30 GW Mark Lilly 08/19/20 11:50 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Wet Chemistry by Method 1664A WG1532083 1 08/26/20 08:10 08/26/20 15:45 MBP Mt. Juliet, TN
Mercury by Method 7470A WG1530995 1 08/23/20 17:27 08/24/20 13:54 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1531332 1 08/25/20 17:17 08/26/20 00:54 LD Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1531332 1 08/25/20 17:17 08/26/20 10:45 JPD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1532299 1 08/25/20 22:26 08/25/20 22:26 ACG Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1533004 1 08/27/20 02:34 08/27/20 02:34 JHH Mt. Juliet, TN
Semi-Volatile Organic Compounds (GC) by Method 3511/8015 WG1531031 1 08/25/20 07:15 08/27/20 13:04 JDG Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-5 MW L1253135-31 GW Mark Lilly 08/19/20 13:10 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Wet Chemistry by Method 1664A WG1532083 1 08/26/20 08:10 08/26/20 15:45 MBP Mt. Juliet, TN
Wet Chemistry by Method 7199 WG1531101 1 08/24/20 18:39 08/24/20 18:39 GB Mt. Juliet, TN
Mercury by Method 7470A WG1530995 1 08/23/20 17:27 08/24/20 14:02 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1531332 1 08/25/20 17:17 08/26/20 00:58 LD Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1531332 1 08/25/20 17:17 08/26/20 10:49 JPD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1531158 1 08/24/20 04:01 08/24/20 04:01 JCP Mt. Juliet, TN
Collected by Collected date/time Received date/time
B-6 MW L1253135-32 GW Mark Lilly 08/19/20 14:18 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Wet Chemistry by Method 7199 WG1531101 1 08/24/20 19:01 08/24/20 19:01 GB Mt. Juliet, TN
Mercury by Method 7470A WG1530995 1 08/23/20 17:27 08/24/20 14:04 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1531332 1 08/25/20 17:17 08/26/20 01:01 LD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1531158 1 08/24/20 04:21 08/24/20 04:21 JCP Mt. Juliet, TN
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE SUMMARY
Collected by Collected date/time Received date/time
B-1M W L1253135-33 GW Mark Lilly 08/19/20 14:48 08/21/20 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Wet Chemistry by Method 7199 WG1531101 1 08/24/20 19:08 08/24/20 19:08 GB Mt. Juliet, TN
Mercury by Method 7470A WG1530995 1 08/23/20 17:27 08/24/20 14:06 ABL Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1531332 1 08/25/20 17:17 08/26/20 01:04 LD Mt. Juliet, TN
Metals (ICPMS) by Method 6020 WG1531332 1 08/25/20 17:17 08/26/20 10:55 JPD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG1531158 1 08/24/20 04:41 08/24/20 04:41 JCP Mt. Juliet, TN
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.CASE NARRATIVE
Unless qualified or notated within the narrative below, all sample aliquots were received at the correct
temperature, in the proper containers, with the appropriate preservatives, and within method specified
holding times. Where applicable, all MDL (LOD) and RDL (LOQ) values reported for environmental
samples have been corrected for the dilution factor used in the analysis. All Method and Batch Quality
Control are within established criteria except where addressed in this case narrative, a
non-conformance form or properly qualified within the sample results. By my digital signature below, I
affirm to the best of my knowledge, all problems/anomalies observed by the laboratory as having the
potential to affect the quality of the data have been identified by the laboratory, and no information or
data have been knowingly withheld that would affect the quality of the data.
[Preliminary Report]
Chris Ward
Project Manager
Wet Chemistry by Method 9071B
RPD value not applicable for sample concentrations less than 5 times the reporting limit.
Batch Lab Sample ID Analytes
WG1531298 (DUP) R3563231-4 Oil & Grease (Hexane Extr)
The sample matrix interfered with the ability to make any accurate determination; spike value is low.
Batch Lab Sample ID Analytes
WG1531298 (MS) R3563231-5, (MSD) R3563231-6 Oil & Grease (Hexane Extr)
The associated batch QC was outside the established quality control range for precision.
Batch Lab Sample ID Analytes
WG1531298 (MSD) R3563231-6 Oil & Grease (Hexane Extr)
Mercury by Method 7471A
The sample matrix interfered with the ability to make any accurate determination; spike value is low.
Batch Lab Sample ID Analytes
WG1532533 (MS) R3564203-3, (MSD) R3564203-4 Mercury
The associated batch QC was outside the established quality control range for precision.
Batch Lab Sample ID Analytes
WG1532533 (MSD) R3564203-4 Mercury
Volatile Organic Compounds (GC/MS) by Method 8260B
The associated batch QC was above the established quality control range for accuracy.
Batch Lab Sample ID Analytes
WG1532299 (LCS) R3563939-1, L1253135-30 1,1-Dichloroethane, 1,2-Dichloropropane, 1,4-Dichlorobenzene and Vinyl chloride
The associated batch QC was below the established quality control range for accuracy.
Batch Lab Sample ID Analytes
WG1531158 (LCS) R3563560-1, (LCSD)
R3563560-2, L1253135-18, 19, 22, 25,
28, 29, 31, 32, 33
1,2-Dichlorobenzene and n-Butylbenzene
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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Chris Ward
Project Manager
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ONE LAB. NATIONWIDE.CASE NARRATIVE
Volatile Organic Compounds (GC/MS) by Method 8260B
The associated batch QC was outside the established quality control range for precision.
Batch Lab Sample ID Analytes
WG1531158 (LCSD) R3563560-2, L1253135-18, 19,
22, 25, 28, 29, 31, 32, 33
Acrylonitrile
WG1532400 (LCSD) R3564723-2, L1253135-26 Acetone
The sample matrix interfered with the ability to make any accurate determination; spike value is high.
Batch Lab Sample ID Analytes
WG1531158 (MS) R3563560-4, (MSD) R3563560-5 12 analytes
WG1532400 (MS) R3564723-4, L1253135-27 Dichlorodifluoromethane
WG1532966 (MS) R3564387-5, (MSD) R3564387-6,
L1253135-08
Benzene, Naphthalene and Toluene
The sample matrix interfered with the ability to make any accurate determination; spike value is low.
Batch Lab Sample ID Analytes
WG1531158 (MS) R3563560-4, (MSD) R3563560-5 1,2,3-Trichloropropane and 2-Chloroethyl vinyl ether
WG1532594 (MS) R3564189-3, L1253135-24 Chloromethane
The sample concentration is too high to evaluate accurate spike recoveries.
Batch Lab Sample ID Analytes
WG1531158 (MSD) R3563560-5 Tetrachloroethene
The associated batch QC was outside the established quality control range for precision.
Batch Lab Sample ID Analytes
WG1531158 (MSD) R3563560-5 1,2,3-Trichlorobenzene, 1,2,3-Trichloropropane and Acrylonitrile
WG1532400 (MSD) R3564723-5, L1253135-27 54 analytes
WG1532594 (MSD) R3564189-4, L1253135-24 29 analytes
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 01
L1253135
B-1 @ 11.5
Collected date/time: 08/17/20 09:05
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 74.4 1 08/26/2020 12:21 WG1532073
Mercury by Method 7471A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Mercury U 0.0242 0.0538 1 08/26/2020 10:56 WG1532261
Metals (ICPMS) by Method 6020
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 4.74 0.567 1.34 5 08/26/2020 18:28 WG1532137
Barium 234 1.68 3.36 5 08/26/2020 18:28 WG1532137
Cadmium U 0.546 1.34 5 08/26/2020 18:28 WG1532137
Chromium 16.5 3.01 6.72 5 08/26/2020 18:28 WG1532137
Lead 12.9 1.34 2.69 5 08/26/2020 18:28 WG1532137
Nickel 11.6 1.61 3.36 5 08/26/2020 18:28 WG1532137
Selenium U 1.36 3.36 5 08/26/2020 18:28 WG1532137
Silver U 0.286 0.672 5 08/26/2020 18:28 WG1532137
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Acetone U 0.0616 0.0844 1 08/26/2020 12:18 WG1532594
Acrylonitrile U 0.00610 0.0211 1 08/26/2020 12:18 WG1532594
Benzene U 0.000789 0.00169 1 08/26/2020 12:18 WG1532594
Bromobenzene U 0.00152 0.0211 1 08/26/2020 12:18 WG1532594
Bromodichloromethane U 0.00122 0.00422 1 08/26/2020 12:18 WG1532594
Bromoform U 0.00198 0.0422 1 08/26/2020 12:18 WG1532594
Bromomethane U 0.00333 0.0211 1 08/26/2020 12:18 WG1532594
n-Butylbenzene U 0.00887 0.0211 1 08/26/2020 12:18 WG1532594
sec-Butylbenzene U 0.00486 0.0211 1 08/26/2020 12:18 WG1532594
tert-Butylbenzene U 0.00329 0.00844 1 08/26/2020 12:18 WG1532594
Carbon tetrachloride U 0.00152 0.00844 1 08/26/2020 12:18 WG1532594
Chlorobenzene U 0.000355 0.00422 1 08/26/2020 12:18 WG1532594
Chlorodibromomethane U 0.00103 0.00422 1 08/26/2020 12:18 WG1532594
Chloroethane U 0.00287 0.00844 1 08/26/2020 12:18 WG1532594
Chloroform U 0.00174 0.00422 1 08/26/2020 12:18 WG1532594
Chloromethane U 0.00735 0.0211 1 08/26/2020 12:18 WG1532594
2-Chlorotoluene U 0.00146 0.00422 1 08/26/2020 12:18 WG1532594
4-Chlorotoluene U 0.000760 0.00844 1 08/26/2020 12:18 WG1532594
1,2-Dibromo-3-Chloropropane U 0.00659 0.0422 1 08/26/2020 12:18 WG1532594
1,2-Dibromoethane U 0.00109 0.00422 1 08/26/2020 12:18 WG1532594
Dibromomethane U 0.00127 0.00844 1 08/26/2020 12:18 WG1532594
1,2-Dichlorobenzene U 0.000718 0.00844 1 08/26/2020 12:18 WG1532594
1,3-Dichlorobenzene U 0.00101 0.00844 1 08/26/2020 12:18 WG1532594
1,4-Dichlorobenzene U 0.00118 0.00844 1 08/26/2020 12:18 WG1532594
Dichlorodifluoromethane U 0.00272 0.00422 1 08/26/2020 12:18 WG1532594
1,1-Dichloroethane U 0.000829 0.00422 1 08/26/2020 12:18 WG1532594
1,2-Dichloroethane U 0.00110 0.00422 1 08/26/2020 12:18 WG1532594
1,1-Dichloroethene U 0.00102 0.00422 1 08/26/2020 12:18 WG1532594
cis-1,2-Dichloroethene U 0.00124 0.00422 1 08/26/2020 12:18 WG1532594
trans-1,2-Dichloroethene U 0.00176 0.00844 1 08/26/2020 12:18 WG1532594
1,2-Dichloropropane U 0.00240 0.00844 1 08/26/2020 12:18 WG1532594
1,1-Dichloropropene U 0.00137 0.00422 1 08/26/2020 12:18 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 01
L1253135
B-1 @ 11.5
Collected date/time: 08/17/20 09:05
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
1,3-Dichloropropane U 0.000846 0.00844 1 08/26/2020 12:18 WG1532594
cis-1,3-Dichloropropene U 0.00128 0.00422 1 08/26/2020 12:18 WG1532594
trans-1,3-Dichloropropene U 0.00193 0.00844 1 08/26/2020 12:18 WG1532594
2,2-Dichloropropane U 0.00233 0.00422 1 08/26/2020 12:18 WG1532594
Di-isopropyl ether U 0.000692 0.00169 1 08/26/2020 12:18 WG1532594
Ethylbenzene U 0.00124 0.00422 1 08/26/2020 12:18 WG1532594
Hexachloro-1,3-butadiene U 0.0101 0.0422 1 08/26/2020 12:18 WG1532594
Isopropylbenzene U 0.000718 0.00422 1 08/26/2020 12:18 WG1532594
p-Isopropyltoluene U 0.00431 0.00844 1 08/26/2020 12:18 WG1532594
2-Butanone (MEK)U 0.107 0.169 1 08/26/2020 12:18 WG1532594
Methylene Chloride U 0.0112 0.0422 1 08/26/2020 12:18 WG1532594
4-Methyl-2-pentanone (MIBK)U 0.00385 0.0422 1 08/26/2020 12:18 WG1532594
Methyl tert-butyl ether U 0.000591 0.00169 1 08/26/2020 12:18 WG1532594
Naphthalene 0.0160 J 0.00824 0.0211 1 08/26/2020 12:18 WG1532594
n-Propylbenzene U 0.00160 0.00844 1 08/26/2020 12:18 WG1532594
Styrene U 0.000387 0.0211 1 08/26/2020 12:18 WG1532594
1,1,1,2-Tetrachloroethane U 0.00160 0.00422 1 08/26/2020 12:18 WG1532594
1,1,2,2-Tetrachloroethane U 0.00117 0.00422 1 08/26/2020 12:18 WG1532594
1,1,2-Trichlorotrifluoroethane U 0.00127 0.00422 1 08/26/2020 12:18 WG1532594
Tetrachloroethene U 0.00151 0.00422 1 08/26/2020 12:18 WG1532594
Toluene U 0.00220 0.00844 1 08/26/2020 12:18 WG1532594
1,2,3-Trichlorobenzene U 0.0124 0.0211 1 08/26/2020 12:18 WG1532594
1,2,4-Trichlorobenzene U 0.00743 0.0211 1 08/26/2020 12:18 WG1532594
1,1,1-Trichloroethane U 0.00156 0.00422 1 08/26/2020 12:18 WG1532594
1,1,2-Trichloroethane U 0.00101 0.00422 1 08/26/2020 12:18 WG1532594
Trichloroethene U 0.000986 0.00169 1 08/26/2020 12:18 WG1532594
Trichlorofluoromethane U 0.00140 0.00422 1 08/26/2020 12:18 WG1532594
1,2,3-Trichloropropane U 0.00274 0.0211 1 08/26/2020 12:18 WG1532594
1,2,4-Trimethylbenzene 0.00579 J 0.00267 0.00844 1 08/26/2020 12:18 WG1532594
1,2,3-Trimethylbenzene 0.00633 J 0.00267 0.00844 1 08/26/2020 12:18 WG1532594
1,3,5-Trimethylbenzene U 0.00338 0.00844 1 08/26/2020 12:18 WG1532594
Vinyl chloride U 0.00196 0.00422 1 08/26/2020 12:18 WG1532594
Xylenes, Total 0.00464 J 0.00149 0.0110 1 08/26/2020 12:18 WG1532594
(S) Toluene-d8 105 75.0-131 08/26/2020 12:18 WG1532594
(S) 4-Bromofluorobenzene 97.9 67.0-138 08/26/2020 12:18 WG1532594
(S) 1,2-Dichloroethane-d4 100 70.0-130 08/26/2020 12:18 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 02
L1253135
B-3 @ 0-1'
Collected date/time: 08/17/20 10:20
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 87.5 1 08/26/2020 22:38 WG1532074
Wet Chemistry by Method 3060A/7196A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Chromium,Hexavalent 0.861 J 0.731 2.28 1 08/28/2020 17:30 WG1533425
Mercury by Method 7471A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Mercury 0.174 0.0206 0.0457 1 08/26/2020 10:59 WG1532261
Metals (ICPMS) by Method 6020
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 22.8 0.482 1.14 5 08/26/2020 18:31 WG1532137
Barium 157 1.43 2.86 5 08/26/2020 18:31 WG1532137
Cadmium 2.69 0.464 1.14 5 08/26/2020 18:31 WG1532137
Chromium 18.1 2.56 5.71 5 08/26/2020 18:31 WG1532137
Lead 271 1.14 2.28 5 08/26/2020 18:31 WG1532137
Nickel 47.2 1.37 2.86 5 08/26/2020 18:31 WG1532137
Selenium U 1.15 2.86 5 08/26/2020 18:31 WG1532137
Silver 1.18 0.243 0.571 5 08/26/2020 18:31 WG1532137
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Acetone U 0.0469 0.0642 1 08/26/2020 12:38 WG1532594
Acrylonitrile U 0.00464 0.0161 1 08/26/2020 12:38 WG1532594
Benzene U 0.000600 0.00128 1 08/26/2020 12:38 WG1532594
Bromobenzene U 0.00116 0.0161 1 08/26/2020 12:38 WG1532594
Bromodichloromethane U 0.000931 0.00321 1 08/26/2020 12:38 WG1532594
Bromoform U 0.00150 0.0321 1 08/26/2020 12:38 WG1532594
Bromomethane U 0.00253 0.0161 1 08/26/2020 12:38 WG1532594
n-Butylbenzene U 0.00674 0.0161 1 08/26/2020 12:38 WG1532594
sec-Butylbenzene U 0.00370 0.0161 1 08/26/2020 12:38 WG1532594
tert-Butylbenzene U 0.00250 0.00642 1 08/26/2020 12:38 WG1532594
Carbon tetrachloride U 0.00115 0.00642 1 08/26/2020 12:38 WG1532594
Chlorobenzene U 0.000270 0.00321 1 08/26/2020 12:38 WG1532594
Chlorodibromomethane U 0.000786 0.00321 1 08/26/2020 12:38 WG1532594
Chloroethane U 0.00218 0.00642 1 08/26/2020 12:38 WG1532594
Chloroform U 0.00132 0.00321 1 08/26/2020 12:38 WG1532594
Chloromethane U 0.00559 0.0161 1 08/26/2020 12:38 WG1532594
2-Chlorotoluene U 0.00111 0.00321 1 08/26/2020 12:38 WG1532594
4-Chlorotoluene U 0.000578 0.00642 1 08/26/2020 12:38 WG1532594
1,2-Dibromo-3-Chloropropane U 0.00501 0.0321 1 08/26/2020 12:38 WG1532594
1,2-Dibromoethane U 0.000832 0.00321 1 08/26/2020 12:38 WG1532594
Dibromomethane U 0.000963 0.00642 1 08/26/2020 12:38 WG1532594
1,2-Dichlorobenzene U 0.000546 0.00642 1 08/26/2020 12:38 WG1532594
1,3-Dichlorobenzene U 0.000771 0.00642 1 08/26/2020 12:38 WG1532594
1,4-Dichlorobenzene U 0.000899 0.00642 1 08/26/2020 12:38 WG1532594
Dichlorodifluoromethane U 0.00207 0.00321 1 08/26/2020 12:38 WG1532594
1,1-Dichloroethane U 0.000631 0.00321 1 08/26/2020 12:38 WG1532594
1,2-Dichloroethane U 0.000834 0.00321 1 08/26/2020 12:38 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 02
L1253135
B-3 @ 0-1'
Collected date/time: 08/17/20 10:20
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
1,1-Dichloroethene U 0.000778 0.00321 1 08/26/2020 12:38 WG1532594
cis-1,2-Dichloroethene U 0.000943 0.00321 1 08/26/2020 12:38 WG1532594
trans-1,2-Dichloroethene U 0.00134 0.00642 1 08/26/2020 12:38 WG1532594
1,2-Dichloropropane U 0.00182 0.00642 1 08/26/2020 12:38 WG1532594
1,1-Dichloropropene U 0.00104 0.00321 1 08/26/2020 12:38 WG1532594
1,3-Dichloropropane U 0.000643 0.00642 1 08/26/2020 12:38 WG1532594
cis-1,3-Dichloropropene U 0.000972 0.00321 1 08/26/2020 12:38 WG1532594
trans-1,3-Dichloropropene U 0.00146 0.00642 1 08/26/2020 12:38 WG1532594
2,2-Dichloropropane U 0.00177 0.00321 1 08/26/2020 12:38 WG1532594
Di-isopropyl ether U 0.000527 0.00128 1 08/26/2020 12:38 WG1532594
Ethylbenzene U 0.000947 0.00321 1 08/26/2020 12:38 WG1532594
Hexachloro-1,3-butadiene U 0.00771 0.0321 1 08/26/2020 12:38 WG1532594
Isopropylbenzene U 0.000546 0.00321 1 08/26/2020 12:38 WG1532594
p-Isopropyltoluene U 0.00328 0.00642 1 08/26/2020 12:38 WG1532594
2-Butanone (MEK)0.0880 J 0.0816 0.128 1 08/26/2020 12:38 WG1532594
Methylene Chloride U 0.00853 0.0321 1 08/26/2020 12:38 WG1532594
4-Methyl-2-pentanone (MIBK)U 0.00293 0.0321 1 08/26/2020 12:38 WG1532594
Methyl tert-butyl ether U 0.000450 0.00128 1 08/26/2020 12:38 WG1532594
Naphthalene U 0.00627 0.0161 1 08/26/2020 12:38 WG1532594
n-Propylbenzene U 0.00122 0.00642 1 08/26/2020 12:38 WG1532594
Styrene U 0.000294 0.0161 1 08/26/2020 12:38 WG1532594
1,1,1,2-Tetrachloroethane U 0.00122 0.00321 1 08/26/2020 12:38 WG1532594
1,1,2,2-Tetrachloroethane U 0.000893 0.00321 1 08/26/2020 12:38 WG1532594
1,1,2-Trichlorotrifluoroethane U 0.000968 0.00321 1 08/26/2020 12:38 WG1532594
Tetrachloroethene U 0.00115 0.00321 1 08/26/2020 12:38 WG1532594
Toluene U 0.00167 0.00642 1 08/26/2020 12:38 WG1532594
1,2,3-Trichlorobenzene U 0.00941 0.0161 1 08/26/2020 12:38 WG1532594
1,2,4-Trichlorobenzene U 0.00565 0.0161 1 08/26/2020 12:38 WG1532594
1,1,1-Trichloroethane U 0.00119 0.00321 1 08/26/2020 12:38 WG1532594
1,1,2-Trichloroethane U 0.000767 0.00321 1 08/26/2020 12:38 WG1532594
Trichloroethene U 0.000750 0.00128 1 08/26/2020 12:38 WG1532594
Trichlorofluoromethane U 0.00106 0.00321 1 08/26/2020 12:38 WG1532594
1,2,3-Trichloropropane U 0.00208 0.0161 1 08/26/2020 12:38 WG1532594
1,2,4-Trimethylbenzene 0.00306 J 0.00203 0.00642 1 08/26/2020 12:38 WG1532594
1,2,3-Trimethylbenzene U 0.00203 0.00642 1 08/26/2020 12:38 WG1532594
1,3,5-Trimethylbenzene U 0.00257 0.00642 1 08/26/2020 12:38 WG1532594
Vinyl chloride U 0.00149 0.00321 1 08/26/2020 12:38 WG1532594
Xylenes, Total U 0.00113 0.00835 1 08/26/2020 12:38 WG1532594
(S) Toluene-d8 102 75.0-131 08/26/2020 12:38 WG1532594
(S) 4-Bromofluorobenzene 94.8 67.0-138 08/26/2020 12:38 WG1532594
(S) 1,2-Dichloroethane-d4 102 70.0-130 08/26/2020 12:38 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 03
L1253135
B-3 @ 1-3'
Collected date/time: 08/17/20 10:22
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 89.9 1 08/26/2020 22:38 WG1532074
Wet Chemistry by Method 3060A/7196A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Chromium,Hexavalent U 0.712 2.22 1 08/28/2020 17:37 WG1533425
Mercury by Method 7471A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Mercury U 0.0200 0.0445 1 08/26/2020 11:02 WG1532261
Metals (ICPMS) by Method 6020
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 4.14 0.469 1.11 5 08/26/2020 18:34 WG1532137
Barium 32.0 1.39 2.78 5 08/26/2020 18:34 WG1532137
Cadmium U 0.451 1.11 5 08/26/2020 18:34 WG1532137
Chromium 5.38 J 2.49 5.56 5 08/26/2020 18:34 WG1532137
Lead 3.42 1.11 2.22 5 08/26/2020 18:34 WG1532137
Nickel 3.78 1.33 2.78 5 08/26/2020 18:34 WG1532137
Selenium U 1.12 2.78 5 08/26/2020 18:34 WG1532137
Silver U 0.237 0.556 5 08/26/2020 18:34 WG1532137
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 04
L1253135
B-3 @ 3-5'
Collected date/time: 08/17/20 10:24
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 85.4 1 08/26/2020 22:38 WG1532074
Wet Chemistry by Method 3060A/7196A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Chromium,Hexavalent U 0.750 2.34 1 08/28/2020 17:46 WG1533425
Mercury by Method 7471A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Mercury U 0.0211 0.0468 1 08/26/2020 11:04 WG1532261
Metals (ICPMS) by Method 6020
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 2.32 0.494 1.17 5 08/26/2020 18:50 WG1532137
Barium 79.5 1.46 2.93 5 08/26/2020 18:50 WG1532137
Cadmium U 0.476 1.17 5 08/26/2020 18:50 WG1532137
Chromium 4.77 J 2.62 5.86 5 08/26/2020 18:50 WG1532137
Lead 2.88 1.17 2.34 5 08/26/2020 18:50 WG1532137
Nickel 4.39 1.41 2.93 5 08/26/2020 18:50 WG1532137
Selenium U 1.18 2.93 5 08/26/2020 18:50 WG1532137
Silver U 0.249 0.586 5 08/26/2020 18:50 WG1532137
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 05
L1253135
B-4 @ 0-1'
Collected date/time: 08/17/20 11:00
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 92.5 1 08/26/2020 22:38 WG1532074
Wet Chemistry by Method 3060A/7196A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Chromium,Hexavalent U 0.692 2.16 1 08/28/2020 17:47 WG1533425
Mercury by Method 7471A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Mercury 2.11 0.0389 0.0865 2 08/26/2020 13:10 WG1532261
Metals (ICPMS) by Method 6020
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 113 0.456 1.08 5 08/26/2020 18:54 WG1532137
Barium 925 1.35 2.70 5 08/26/2020 18:54 WG1532137
Cadmium 12.2 0.439 1.08 5 08/26/2020 18:54 WG1532137
Chromium 30.0 2.42 5.41 5 08/26/2020 18:54 WG1532137
Lead 968 1.08 2.16 5 08/26/2020 18:54 WG1532137
Nickel 172 1.30 2.70 5 08/26/2020 18:54 WG1532137
Selenium 1.36 J 1.09 2.70 5 08/26/2020 18:54 WG1532137
Silver 10.6 0.230 0.541 5 08/26/2020 18:54 WG1532137
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 06
L1253135
B-4 @ 1-3'
Collected date/time: 08/17/20 11:02
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 81.4 1 08/26/2020 22:38 WG1532074
Wet Chemistry by Method 3060A/7196A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Chromium,Hexavalent U 0.786 2.46 1 08/28/2020 17:47 WG1533425
Mercury by Method 7471A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Mercury 0.0864 0.0221 0.0491 1 08/26/2020 11:09 WG1532261
Metals (ICPMS) by Method 6020
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 14.4 0.518 1.23 5 08/26/2020 18:57 WG1532137
Barium 146 1.54 3.07 5 08/26/2020 18:57 WG1532137
Cadmium 1.24 0.499 1.23 5 08/26/2020 18:57 WG1532137
Chromium 12.6 2.75 6.14 5 08/26/2020 18:57 WG1532137
Lead 42.7 1.23 2.46 5 08/26/2020 18:57 WG1532137
Nickel 10.5 1.47 3.07 5 08/26/2020 18:57 WG1532137
Selenium U 1.24 3.07 5 08/26/2020 18:57 WG1532137
Silver 0.344 J 0.262 0.614 5 08/26/2020 18:57 WG1532137
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 07
L1253135
B-4 @ 3-5'
Collected date/time: 08/17/20 11:04
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 77.4 1 08/26/2020 22:38 WG1532074
Wet Chemistry by Method 3060A/7196A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Chromium,Hexavalent U 0.827 2.59 1 08/28/2020 18:06 WG1533425
Mercury by Method 7471A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Mercury U 0.0233 0.0517 1 08/26/2020 11:12 WG1532261
Metals (ICPMS) by Method 6020
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 2.70 0.545 1.29 5 08/26/2020 19:00 WG1532137
Barium 97.5 1.62 3.23 5 08/26/2020 19:00 WG1532137
Cadmium U 0.525 1.29 5 08/26/2020 19:00 WG1532137
Chromium 12.6 2.90 6.46 5 08/26/2020 19:00 WG1532137
Lead 6.24 1.29 2.59 5 08/26/2020 19:00 WG1532137
Nickel 8.96 1.55 3.23 5 08/26/2020 19:00 WG1532137
Selenium U 1.31 3.23 5 08/26/2020 19:00 WG1532137
Silver U 0.275 0.646 5 08/26/2020 19:00 WG1532137
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 08
L1253135
B-2 @ 6.5'
Collected date/time: 08/17/20 12:15
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 64.0 1 08/26/2020 22:38 WG1532074
Wet Chemistry by Method 9071B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Oil & Grease (Hexane Extr)153 J 51.5 156 1 08/24/2020 14:57 WG1531298
Mercury by Method 7471A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Mercury U 0.0281 0.0625 1 08/26/2020 11:22 WG1532261
Metals (ICPMS) by Method 6020
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 5.27 0.659 1.56 5 08/26/2020 19:03 WG1532137
Barium 169 1.95 3.90 5 08/26/2020 19:03 WG1532137
Cadmium U 0.634 1.56 5 08/26/2020 19:03 WG1532137
Chromium 10.0 3.50 7.81 5 08/26/2020 19:03 WG1532137
Lead 4.28 1.56 3.12 5 08/26/2020 19:03 WG1532137
Nickel 7.18 1.87 3.90 5 08/26/2020 19:03 WG1532137
Selenium U 1.58 3.90 5 08/26/2020 19:03 WG1532137
Silver U 0.333 0.781 5 08/26/2020 19:03 WG1532137
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
TPH (GC/MS) Low Fraction 0.336 J 0.286 0.781 1 08/26/2020 19:11 WG1532966
Benzene 0.0665 J5 0.000586 0.00156 1 08/26/2020 19:11 WG1532966
1,2-Dichloroethane U 0.000703 0.00156 1 08/26/2020 19:11 WG1532966
1,2-Dibromoethane U 0.000390 0.00156 1 08/26/2020 19:11 WG1532966
Ethylbenzene 0.00796 0.000468 0.00156 1 08/26/2020 19:11 WG1532966
Methyl tert-butyl ether U 0.000547 0.00156 1 08/26/2020 19:11 WG1532966
Naphthalene U J5 0.00778 0.00781 1 08/26/2020 19:11 WG1532966
Toluene 0.0520 J5 0.00192 0.00781 1 08/26/2020 19:11 WG1532966
Xylenes, Total 0.0209 0.000781 0.00468 1 08/26/2020 19:11 WG1532966
Acetone 0.0670 J 0.0323 0.0781 1 08/26/2020 19:11 WG1532966
Acrylonitrile U 0.00315 0.0156 1 08/26/2020 19:11 WG1532966
Bromobenzene U 0.000429 0.00156 1 08/26/2020 19:11 WG1532966
Bromodichloromethane U 0.00113 0.00156 1 08/26/2020 19:11 WG1532966
Bromoform U 0.000662 0.00156 1 08/26/2020 19:11 WG1532966
Bromomethane U 0.00183 0.00781 1 08/26/2020 19:11 WG1532966
n-Butylbenzene U 0.000403 0.00156 1 08/26/2020 19:11 WG1532966
sec-Butylbenzene U 0.000314 0.00156 1 08/26/2020 19:11 WG1532966
tert-Butylbenzene U 0.000322 0.00156 1 08/26/2020 19:11 WG1532966
Carbon tetrachloride U 0.000387 0.00156 1 08/26/2020 19:11 WG1532966
Chlorobenzene U 0.000300 0.00156 1 08/26/2020 19:11 WG1532966
Chlorodibromomethane U 0.000350 0.00156 1 08/26/2020 19:11 WG1532966
Chloroethane U 0.00156 0.00781 1 08/26/2020 19:11 WG1532966
Chloroform U 0.00161 0.00781 1 08/26/2020 19:11 WG1532966
Chloromethane U 0.00102 0.00390 1 08/26/2020 19:11 WG1532966
2-Chlorotoluene U 0.000351 0.00156 1 08/26/2020 19:11 WG1532966
4-Chlorotoluene U 0.00108 0.00156 1 08/26/2020 19:11 WG1532966
1,2-Dibromo-3-Chloropropane U 0.00297 0.00781 1 08/26/2020 19:11 WG1532966
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 08
L1253135
B-2 @ 6.5'
Collected date/time: 08/17/20 12:15
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Dibromomethane U 0.000547 0.00156 1 08/26/2020 19:11 WG1532966
1,2-Dichlorobenzene U 0.000664 0.00156 1 08/26/2020 19:11 WG1532966
1,3-Dichlorobenzene U 0.000937 0.00156 1 08/26/2020 19:11 WG1532966
1,4-Dichlorobenzene U 0.00130 0.00156 1 08/26/2020 19:11 WG1532966
Dichlorodifluoromethane U 0.000448 0.00781 1 08/26/2020 19:11 WG1532966
1,1-Dichloroethane U 0.000419 0.00156 1 08/26/2020 19:11 WG1532966
1,1-Dichloroethene U 0.000554 0.00156 1 08/26/2020 19:11 WG1532966
cis-1,2-Dichloroethene U 0.000742 0.00156 1 08/26/2020 19:11 WG1532966
trans-1,2-Dichloroethene U 0.000781 0.00156 1 08/26/2020 19:11 WG1532966
1,2-Dichloropropane U 0.000256 0.00156 1 08/26/2020 19:11 WG1532966
1,1-Dichloropropene U 0.000586 0.00156 1 08/26/2020 19:11 WG1532966
1,3-Dichloropropane U 0.000351 0.00156 1 08/26/2020 19:11 WG1532966
cis-1,3-Dichloropropene U 0.000664 0.00156 1 08/26/2020 19:11 WG1532966
trans-1,3-Dichloropropene U 0.00105 0.00156 1 08/26/2020 19:11 WG1532966
2,2-Dichloropropane U 0.000586 0.00156 1 08/26/2020 19:11 WG1532966
Di-isopropyl ether U 0.000345 0.00156 1 08/26/2020 19:11 WG1532966
Hexachloro-1,3-butadiene U 0.000534 0.00156 1 08/26/2020 19:11 WG1532966
Isopropylbenzene 0.000696 J 0.000664 0.00156 1 08/26/2020 19:11 WG1532966
p-Isopropyltoluene U 0.000319 0.00156 1 08/26/2020 19:11 WG1532966
2-Butanone (MEK)0.00893 J 0.00731 0.0156 1 08/26/2020 19:11 WG1532966
Methylene Chloride U 0.00156 0.00781 1 08/26/2020 19:11 WG1532966
4-Methyl-2-pentanone (MIBK)U 0.00148 0.0156 1 08/26/2020 19:11 WG1532966
n-Propylbenzene 0.000893 J 0.000322 0.00156 1 08/26/2020 19:11 WG1532966
Styrene U 0.000348 0.00156 1 08/26/2020 19:11 WG1532966
1,1,1,2-Tetrachloroethane U 0.000462 0.00156 1 08/26/2020 19:11 WG1532966
1,1,2,2-Tetrachloroethane U 0.000361 0.00156 1 08/26/2020 19:11 WG1532966
1,1,2-Trichlorotrifluoroethane U 0.000665 0.00156 1 08/26/2020 19:11 WG1532966
Tetrachloroethene 0.00273 0.000508 0.00156 1 08/26/2020 19:11 WG1532966
1,2,3-Trichlorobenzene U 0.000478 0.00156 1 08/26/2020 19:11 WG1532966
1,2,4-Trichlorobenzene U 0.000606 0.00156 1 08/26/2020 19:11 WG1532966
1,1,1-Trichloroethane U 0.000578 0.00156 1 08/26/2020 19:11 WG1532966
1,1,2-Trichloroethane U 0.000664 0.00156 1 08/26/2020 19:11 WG1532966
Trichloroethene U 0.000312 0.00156 1 08/26/2020 19:11 WG1532966
Trichlorofluoromethane U 0.000556 0.00781 1 08/26/2020 19:11 WG1532966
1,2,3-Trichloropropane U 0.000381 0.00390 1 08/26/2020 19:11 WG1532966
1,2,4-Trimethylbenzene 0.00275 0.000329 0.00156 1 08/26/2020 19:11 WG1532966
1,2,3-Trimethylbenzene 0.000984 J 0.000448 0.00156 1 08/26/2020 19:11 WG1532966
1,3,5-Trimethylbenzene 0.00103 J 0.000415 0.00156 1 08/26/2020 19:11 WG1532966
Vinyl chloride U 0.000353 0.00156 1 08/26/2020 19:11 WG1532966
(S) Toluene-d8 93.3 75.0-131 08/26/2020 19:11 WG1532966
(S) 4-Bromofluorobenzene 97.2 67.0-138 08/26/2020 19:11 WG1532966
(S) 1,2-Dichloroethane-d4 113 70.0-130 08/26/2020 19:11 WG1532966
Semi-Volatile Organic Compounds (GC) by Method 3546/DRO
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
DRO W/ SGT U 1.20 6.25 1 08/26/2020 08:56 WG1532427
(S) o-Terphenyl 65.9 18.0-148 08/26/2020 08:56 WG1532427
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 09
L1253135
B-5 @ 0-1'
Collected date/time: 08/17/20 12:58
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 87.4 1 08/26/2020 22:38 WG1532074
Wet Chemistry by Method 3060A/7196A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Chromium,Hexavalent U 0.732 2.29 1 08/28/2020 18:07 WG1533425
Mercury by Method 7471A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Mercury 1.61 0.0206 0.0458 1 08/26/2020 11:25 WG1532261
Metals (ICPMS) by Method 6020
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 183 0.483 1.14 5 08/26/2020 19:06 WG1532137
Barium 898 1.43 2.86 5 08/26/2020 19:06 WG1532137
Cadmium 6.30 0.465 1.14 5 08/26/2020 19:06 WG1532137
Chromium 26.7 2.56 5.72 5 08/26/2020 19:06 WG1532137
Lead 555 1.14 2.29 5 08/26/2020 19:06 WG1532137
Nickel 597 1.37 2.86 5 08/26/2020 19:06 WG1532137
Selenium 1.94 J 1.16 2.86 5 08/26/2020 19:06 WG1532137
Silver 8.31 0.244 0.572 5 08/26/2020 19:06 WG1532137
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 10
L1253135
B-5 @ 1-3'
Collected date/time: 08/17/20 13:00
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 76.2 1 08/26/2020 22:38 WG1532074
Wet Chemistry by Method 3060A/7196A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Chromium,Hexavalent U 0.839 2.62 1 08/28/2020 18:09 WG1533425
Mercury by Method 7471A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Mercury 2.59 0.0472 0.105 2 08/26/2020 13:13 WG1532261
Metals (ICPMS) by Method 6020
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 18.9 0.553 1.31 5 08/26/2020 19:10 WG1532137
Barium 300 1.64 3.28 5 08/26/2020 19:10 WG1532137
Cadmium 1.61 0.532 1.31 5 08/26/2020 19:10 WG1532137
Chromium 19.0 2.94 6.56 5 08/26/2020 19:10 WG1532137
Lead 202 1.31 2.62 5 08/26/2020 19:10 WG1532137
Nickel 24.8 1.57 3.28 5 08/26/2020 19:10 WG1532137
Selenium U 1.32 3.28 5 08/26/2020 19:10 WG1532137
Silver 1.04 0.279 0.656 5 08/26/2020 19:10 WG1532137
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 11
L1253135
B-5 @ 3.5'
Collected date/time: 08/17/20 13:02
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 81.1 1 08/26/2020 22:38 WG1532074
Wet Chemistry by Method 3060A/7196A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Chromium,Hexavalent U 0.789 2.47 1 08/28/2020 18:11 WG1533425
Mercury by Method 7471A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Mercury 0.0552 0.0222 0.0493 1 08/26/2020 11:30 WG1532261
Metals (ICPMS) by Method 6020
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 1.59 0.520 1.23 5 08/26/2020 18:12 WG1532137
Barium 77.3 1.54 3.08 5 08/26/2020 18:12 WG1532137
Cadmium U 0.501 1.23 5 08/26/2020 18:12 WG1532137
Chromium 8.93 2.76 6.16 5 08/26/2020 18:12 WG1532137
Lead 5.59 1.23 2.47 5 08/26/2020 18:12 WG1532137
Nickel 6.59 1.48 3.08 5 08/26/2020 18:12 WG1532137
Selenium U 1.25 3.08 5 08/26/2020 18:12 WG1532137
Silver U 0.263 0.616 5 08/26/2020 18:12 WG1532137
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 12
L1253135
B-5 @ 5'
Collected date/time: 08/17/20 13:10
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 74.3 1 08/26/2020 23:14 WG1532076
Wet Chemistry by Method 9071B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Oil & Grease (Hexane Extr)201 44.4 135 1 08/24/2020 14:57 WG1531298
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Acetone U 0.0618 0.0846 1 08/26/2020 12:57 WG1532594
Acrylonitrile U 0.00611 0.0212 1 08/26/2020 12:57 WG1532594
Benzene U 0.000791 0.00169 1 08/26/2020 12:57 WG1532594
Bromobenzene U 0.00152 0.0212 1 08/26/2020 12:57 WG1532594
Bromodichloromethane U 0.00123 0.00423 1 08/26/2020 12:57 WG1532594
Bromoform U 0.00198 0.0423 1 08/26/2020 12:57 WG1532594
Bromomethane U 0.00333 0.0212 1 08/26/2020 12:57 WG1532594
n-Butylbenzene U 0.00889 0.0212 1 08/26/2020 12:57 WG1532594
sec-Butylbenzene U 0.00488 0.0212 1 08/26/2020 12:57 WG1532594
tert-Butylbenzene U 0.00330 0.00846 1 08/26/2020 12:57 WG1532594
Carbon tetrachloride U 0.00152 0.00846 1 08/26/2020 12:57 WG1532594
Chlorobenzene U 0.000355 0.00423 1 08/26/2020 12:57 WG1532594
Chlorodibromomethane U 0.00104 0.00423 1 08/26/2020 12:57 WG1532594
Chloroethane U 0.00288 0.00846 1 08/26/2020 12:57 WG1532594
Chloroform U 0.00174 0.00423 1 08/26/2020 12:57 WG1532594
Chloromethane U 0.00736 0.0212 1 08/26/2020 12:57 WG1532594
2-Chlorotoluene U 0.00146 0.00423 1 08/26/2020 12:57 WG1532594
4-Chlorotoluene U 0.000762 0.00846 1 08/26/2020 12:57 WG1532594
1,2-Dibromo-3-Chloropropane U 0.00660 0.0423 1 08/26/2020 12:57 WG1532594
1,2-Dibromoethane U 0.00110 0.00423 1 08/26/2020 12:57 WG1532594
Dibromomethane U 0.00127 0.00846 1 08/26/2020 12:57 WG1532594
1,2-Dichlorobenzene U 0.000719 0.00846 1 08/26/2020 12:57 WG1532594
1,3-Dichlorobenzene U 0.00102 0.00846 1 08/26/2020 12:57 WG1532594
1,4-Dichlorobenzene U 0.00118 0.00846 1 08/26/2020 12:57 WG1532594
Dichlorodifluoromethane U 0.00273 0.00423 1 08/26/2020 12:57 WG1532594
1,1-Dichloroethane U 0.000831 0.00423 1 08/26/2020 12:57 WG1532594
1,2-Dichloroethane U 0.00110 0.00423 1 08/26/2020 12:57 WG1532594
1,1-Dichloroethene U 0.00103 0.00423 1 08/26/2020 12:57 WG1532594
cis-1,2-Dichloroethene U 0.00124 0.00423 1 08/26/2020 12:57 WG1532594
trans-1,2-Dichloroethene U 0.00176 0.00846 1 08/26/2020 12:57 WG1532594
1,2-Dichloropropane U 0.00240 0.00846 1 08/26/2020 12:57 WG1532594
1,1-Dichloropropene U 0.00137 0.00423 1 08/26/2020 12:57 WG1532594
1,3-Dichloropropane U 0.000848 0.00846 1 08/26/2020 12:57 WG1532594
cis-1,3-Dichloropropene U 0.00128 0.00423 1 08/26/2020 12:57 WG1532594
trans-1,3-Dichloropropene U 0.00193 0.00846 1 08/26/2020 12:57 WG1532594
2,2-Dichloropropane U 0.00234 0.00423 1 08/26/2020 12:57 WG1532594
Di-isopropyl ether U 0.000694 0.00169 1 08/26/2020 12:57 WG1532594
Ethylbenzene U 0.00125 0.00423 1 08/26/2020 12:57 WG1532594
Hexachloro-1,3-butadiene U 0.0102 0.0423 1 08/26/2020 12:57 WG1532594
Isopropylbenzene U 0.000719 0.00423 1 08/26/2020 12:57 WG1532594
p-Isopropyltoluene U 0.00432 0.00846 1 08/26/2020 12:57 WG1532594
2-Butanone (MEK)U 0.107 0.169 1 08/26/2020 12:57 WG1532594
Methylene Chloride U 0.0112 0.0423 1 08/26/2020 12:57 WG1532594
4-Methyl-2-pentanone (MIBK)U 0.00386 0.0423 1 08/26/2020 12:57 WG1532594
Methyl tert-butyl ether U 0.000592 0.00169 1 08/26/2020 12:57 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 12
L1253135
B-5 @ 5'
Collected date/time: 08/17/20 13:10
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Naphthalene U 0.00826 0.0212 1 08/26/2020 12:57 WG1532594
n-Propylbenzene U 0.00161 0.00846 1 08/26/2020 12:57 WG1532594
Styrene U 0.000388 0.0212 1 08/26/2020 12:57 WG1532594
1,1,1,2-Tetrachloroethane U 0.00160 0.00423 1 08/26/2020 12:57 WG1532594
1,1,2,2-Tetrachloroethane U 0.00118 0.00423 1 08/26/2020 12:57 WG1532594
1,1,2-Trichlorotrifluoroethane U 0.00128 0.00423 1 08/26/2020 12:57 WG1532594
Tetrachloroethene U 0.00152 0.00423 1 08/26/2020 12:57 WG1532594
Toluene U 0.00220 0.00846 1 08/26/2020 12:57 WG1532594
1,2,3-Trichlorobenzene U 0.0124 0.0212 1 08/26/2020 12:57 WG1532594
1,2,4-Trichlorobenzene U 0.00745 0.0212 1 08/26/2020 12:57 WG1532594
1,1,1-Trichloroethane U 0.00156 0.00423 1 08/26/2020 12:57 WG1532594
1,1,2-Trichloroethane U 0.00101 0.00423 1 08/26/2020 12:57 WG1532594
Trichloroethene U 0.000989 0.00169 1 08/26/2020 12:57 WG1532594
Trichlorofluoromethane U 0.00140 0.00423 1 08/26/2020 12:57 WG1532594
1,2,3-Trichloropropane U 0.00274 0.0212 1 08/26/2020 12:57 WG1532594
1,2,4-Trimethylbenzene U 0.00267 0.00846 1 08/26/2020 12:57 WG1532594
1,2,3-Trimethylbenzene U 0.00267 0.00846 1 08/26/2020 12:57 WG1532594
1,3,5-Trimethylbenzene U 0.00339 0.00846 1 08/26/2020 12:57 WG1532594
Vinyl chloride U 0.00196 0.00423 1 08/26/2020 12:57 WG1532594
Xylenes, Total U 0.00149 0.0110 1 08/26/2020 12:57 WG1532594
(S) Toluene-d8 103 75.0-131 08/26/2020 12:57 WG1532594
(S) 4-Bromofluorobenzene 94.9 67.0-138 08/26/2020 12:57 WG1532594
(S) 1,2-Dichloroethane-d4 100 70.0-130 08/26/2020 12:57 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 13
L1253135
B-6 @ 6.5'
Collected date/time: 08/17/20 13:50
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 64.3 1 08/26/2020 23:14 WG1532076
Wet Chemistry by Method 3060A/7196A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Chromium,Hexavalent U 0.995 3.11 1 08/28/2020 18:13 WG1533425
Mercury by Method 7471A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Mercury U 0.0280 0.0622 1 08/26/2020 11:33 WG1532261
Metals (ICPMS) by Method 6020
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 4.52 0.656 1.55 5 08/26/2020 19:13 WG1532137
Barium 213 1.94 3.89 5 08/26/2020 19:13 WG1532137
Cadmium U 0.631 1.55 5 08/26/2020 19:13 WG1532137
Chromium 28.2 3.48 7.77 5 08/26/2020 19:13 WG1532137
Lead 4.20 1.55 3.11 5 08/26/2020 19:13 WG1532137
Nickel 12.6 1.87 3.89 5 08/26/2020 19:13 WG1532137
Selenium 1.83 J 1.57 3.89 5 08/26/2020 19:13 WG1532137
Silver U 0.331 0.777 5 08/26/2020 19:13 WG1532137
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Acetone U 0.0770 0.105 1 08/26/2020 14:08 WG1532594
Acrylonitrile U 0.00761 0.0264 1 08/26/2020 14:08 WG1532594
Benzene U 0.000985 0.00211 1 08/26/2020 14:08 WG1532594
Bromobenzene U 0.00190 0.0264 1 08/26/2020 14:08 WG1532594
Bromodichloromethane U 0.00153 0.00527 1 08/26/2020 14:08 WG1532594
Bromoform U 0.00247 0.0527 1 08/26/2020 14:08 WG1532594
Bromomethane U 0.00415 0.0264 1 08/26/2020 14:08 WG1532594
n-Butylbenzene U 0.0111 0.0264 1 08/26/2020 14:08 WG1532594
sec-Butylbenzene U 0.00607 0.0264 1 08/26/2020 14:08 WG1532594
tert-Butylbenzene U 0.00411 0.0105 1 08/26/2020 14:08 WG1532594
Carbon tetrachloride U 0.00189 0.0105 1 08/26/2020 14:08 WG1532594
Chlorobenzene U 0.000443 0.00527 1 08/26/2020 14:08 WG1532594
Chlorodibromomethane U 0.00129 0.00527 1 08/26/2020 14:08 WG1532594
Chloroethane U 0.00358 0.0105 1 08/26/2020 14:08 WG1532594
Chloroform U 0.00217 0.00527 1 08/26/2020 14:08 WG1532594
Chloromethane U 0.00917 0.0264 1 08/26/2020 14:08 WG1532594
2-Chlorotoluene U 0.00182 0.00527 1 08/26/2020 14:08 WG1532594
4-Chlorotoluene U 0.000949 0.0105 1 08/26/2020 14:08 WG1532594
1,2-Dibromo-3-Chloropropane U 0.00822 0.0527 1 08/26/2020 14:08 WG1532594
1,2-Dibromoethane U 0.00137 0.00527 1 08/26/2020 14:08 WG1532594
Dibromomethane U 0.00158 0.0105 1 08/26/2020 14:08 WG1532594
1,2-Dichlorobenzene U 0.000896 0.0105 1 08/26/2020 14:08 WG1532594
1,3-Dichlorobenzene U 0.00126 0.0105 1 08/26/2020 14:08 WG1532594
1,4-Dichlorobenzene U 0.00148 0.0105 1 08/26/2020 14:08 WG1532594
Dichlorodifluoromethane U 0.00339 0.00527 1 08/26/2020 14:08 WG1532594
1,1-Dichloroethane U 0.00104 0.00527 1 08/26/2020 14:08 WG1532594
1,2-Dichloroethane U 0.00137 0.00527 1 08/26/2020 14:08 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 13
L1253135
B-6 @ 6.5'
Collected date/time: 08/17/20 13:50
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
1,1-Dichloroethene U 0.00128 0.00527 1 08/26/2020 14:08 WG1532594
cis-1,2-Dichloroethene U 0.00155 0.00527 1 08/26/2020 14:08 WG1532594
trans-1,2-Dichloroethene U 0.00219 0.0105 1 08/26/2020 14:08 WG1532594
1,2-Dichloropropane U 0.00299 0.0105 1 08/26/2020 14:08 WG1532594
1,1-Dichloropropene U 0.00171 0.00527 1 08/26/2020 14:08 WG1532594
1,3-Dichloropropane U 0.00106 0.0105 1 08/26/2020 14:08 WG1532594
cis-1,3-Dichloropropene U 0.00160 0.00527 1 08/26/2020 14:08 WG1532594
trans-1,3-Dichloropropene U 0.00240 0.0105 1 08/26/2020 14:08 WG1532594
2,2-Dichloropropane U 0.00291 0.00527 1 08/26/2020 14:08 WG1532594
Di-isopropyl ether U 0.000864 0.00211 1 08/26/2020 14:08 WG1532594
Ethylbenzene U 0.00155 0.00527 1 08/26/2020 14:08 WG1532594
Hexachloro-1,3-butadiene U 0.0126 0.0527 1 08/26/2020 14:08 WG1532594
Isopropylbenzene U 0.000896 0.00527 1 08/26/2020 14:08 WG1532594
p-Isopropyltoluene U 0.00538 0.0105 1 08/26/2020 14:08 WG1532594
2-Butanone (MEK)0.221 0.134 0.211 1 08/26/2020 14:08 WG1532594
Methylene Chloride U 0.0140 0.0527 1 08/26/2020 14:08 WG1532594
4-Methyl-2-pentanone (MIBK)U 0.00481 0.0527 1 08/26/2020 14:08 WG1532594
Methyl tert-butyl ether U 0.000738 0.00211 1 08/26/2020 14:08 WG1532594
Naphthalene U 0.0103 0.0264 1 08/26/2020 14:08 WG1532594
n-Propylbenzene U 0.00200 0.0105 1 08/26/2020 14:08 WG1532594
Styrene U 0.000483 0.0264 1 08/26/2020 14:08 WG1532594
1,1,1,2-Tetrachloroethane U 0.00200 0.00527 1 08/26/2020 14:08 WG1532594
1,1,2,2-Tetrachloroethane U 0.00147 0.00527 1 08/26/2020 14:08 WG1532594
1,1,2-Trichlorotrifluoroethane U 0.00159 0.00527 1 08/26/2020 14:08 WG1532594
Tetrachloroethene U 0.00189 0.00527 1 08/26/2020 14:08 WG1532594
Toluene U 0.00274 0.0105 1 08/26/2020 14:08 WG1532594
1,2,3-Trichlorobenzene U 0.0155 0.0264 1 08/26/2020 14:08 WG1532594
1,2,4-Trichlorobenzene U 0.00928 0.0264 1 08/26/2020 14:08 WG1532594
1,1,1-Trichloroethane U 0.00195 0.00527 1 08/26/2020 14:08 WG1532594
1,1,2-Trichloroethane U 0.00126 0.00527 1 08/26/2020 14:08 WG1532594
Trichloroethene U 0.00123 0.00211 1 08/26/2020 14:08 WG1532594
Trichlorofluoromethane U 0.00174 0.00527 1 08/26/2020 14:08 WG1532594
1,2,3-Trichloropropane U 0.00342 0.0264 1 08/26/2020 14:08 WG1532594
1,2,4-Trimethylbenzene U 0.00333 0.0105 1 08/26/2020 14:08 WG1532594
1,2,3-Trimethylbenzene U 0.00333 0.0105 1 08/26/2020 14:08 WG1532594
1,3,5-Trimethylbenzene U 0.00422 0.0105 1 08/26/2020 14:08 WG1532594
Vinyl chloride U 0.00245 0.00527 1 08/26/2020 14:08 WG1532594
Xylenes, Total U 0.00186 0.0137 1 08/26/2020 14:08 WG1532594
(S) Toluene-d8 98.1 75.0-131 08/26/2020 14:08 WG1532594
(S) 4-Bromofluorobenzene 103 67.0-138 08/26/2020 14:08 WG1532594
(S) 1,2-Dichloroethane-d4 107 70.0-130 08/26/2020 14:08 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 14
L1253135
B-8 @ 2'
Collected date/time: 08/18/20 09:55
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 81.7 1 08/26/2020 23:14 WG1532076
Wet Chemistry by Method 3060A/7196A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Chromium,Hexavalent U 0.784 2.45 1 08/28/2020 18:14 WG1533425
Mercury by Method 7471A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Mercury 0.0343 J 0.0220 0.0490 1 08/26/2020 11:35 WG1532261
Metals (ICPMS) by Method 6020
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 10.2 0.517 1.22 5 08/26/2020 19:16 WG1532137
Barium 112 1.53 3.06 5 08/26/2020 19:16 WG1532137
Cadmium 0.570 J 0.497 1.22 5 08/26/2020 19:16 WG1532137
Chromium 27.6 2.74 6.12 5 08/26/2020 19:16 WG1532137
Lead 33.6 1.22 2.45 5 08/26/2020 19:16 WG1532137
Nickel 11.8 1.47 3.06 5 08/26/2020 19:16 WG1532137
Selenium U 1.24 3.06 5 08/26/2020 19:16 WG1532137
Silver U 0.261 0.612 5 08/26/2020 19:16 WG1532137
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Acetone U 0.0529 0.0725 1 08/26/2020 13:49 WG1532594
Acrylonitrile U 0.00524 0.0181 1 08/26/2020 13:49 WG1532594
Benzene U 0.000677 0.00145 1 08/26/2020 13:49 WG1532594
Bromobenzene U 0.00131 0.0181 1 08/26/2020 13:49 WG1532594
Bromodichloromethane U 0.00105 0.00363 1 08/26/2020 13:49 WG1532594
Bromoform U 0.00170 0.0363 1 08/26/2020 13:49 WG1532594
Bromomethane U 0.00286 0.0181 1 08/26/2020 13:49 WG1532594
n-Butylbenzene U 0.00762 0.0181 1 08/26/2020 13:49 WG1532594
sec-Butylbenzene U 0.00418 0.0181 1 08/26/2020 13:49 WG1532594
tert-Butylbenzene U 0.00283 0.00725 1 08/26/2020 13:49 WG1532594
Carbon tetrachloride U 0.00130 0.00725 1 08/26/2020 13:49 WG1532594
Chlorobenzene U 0.000305 0.00363 1 08/26/2020 13:49 WG1532594
Chlorodibromomethane U 0.000888 0.00363 1 08/26/2020 13:49 WG1532594
Chloroethane U 0.00247 0.00725 1 08/26/2020 13:49 WG1532594
Chloroform U 0.00149 0.00363 1 08/26/2020 13:49 WG1532594
Chloromethane U 0.00631 0.0181 1 08/26/2020 13:49 WG1532594
2-Chlorotoluene U 0.00125 0.00363 1 08/26/2020 13:49 WG1532594
4-Chlorotoluene U 0.000653 0.00725 1 08/26/2020 13:49 WG1532594
1,2-Dibromo-3-Chloropropane U 0.00566 0.0363 1 08/26/2020 13:49 WG1532594
1,2-Dibromoethane U 0.000940 0.00363 1 08/26/2020 13:49 WG1532594
Dibromomethane U 0.00109 0.00725 1 08/26/2020 13:49 WG1532594
1,2-Dichlorobenzene U 0.000617 0.00725 1 08/26/2020 13:49 WG1532594
1,3-Dichlorobenzene U 0.000870 0.00725 1 08/26/2020 13:49 WG1532594
1,4-Dichlorobenzene U 0.00102 0.00725 1 08/26/2020 13:49 WG1532594
Dichlorodifluoromethane U 0.00234 0.00363 1 08/26/2020 13:49 WG1532594
1,1-Dichloroethane U 0.000712 0.00363 1 08/26/2020 13:49 WG1532594
1,2-Dichloroethane U 0.000941 0.00363 1 08/26/2020 13:49 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 14
L1253135
B-8 @ 2'
Collected date/time: 08/18/20 09:55
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
1,1-Dichloroethene U 0.000879 0.00363 1 08/26/2020 13:49 WG1532594
cis-1,2-Dichloroethene U 0.00106 0.00363 1 08/26/2020 13:49 WG1532594
trans-1,2-Dichloroethene U 0.00151 0.00725 1 08/26/2020 13:49 WG1532594
1,2-Dichloropropane U 0.00206 0.00725 1 08/26/2020 13:49 WG1532594
1,1-Dichloropropene U 0.00117 0.00363 1 08/26/2020 13:49 WG1532594
1,3-Dichloropropane U 0.000727 0.00725 1 08/26/2020 13:49 WG1532594
cis-1,3-Dichloropropene U 0.00110 0.00363 1 08/26/2020 13:49 WG1532594
trans-1,3-Dichloropropene U 0.00165 0.00725 1 08/26/2020 13:49 WG1532594
2,2-Dichloropropane U 0.00200 0.00363 1 08/26/2020 13:49 WG1532594
Di-isopropyl ether U 0.000595 0.00145 1 08/26/2020 13:49 WG1532594
Ethylbenzene U 0.00107 0.00363 1 08/26/2020 13:49 WG1532594
Hexachloro-1,3-butadiene U 0.00870 0.0363 1 08/26/2020 13:49 WG1532594
Isopropylbenzene U 0.000617 0.00363 1 08/26/2020 13:49 WG1532594
p-Isopropyltoluene U 0.00370 0.00725 1 08/26/2020 13:49 WG1532594
2-Butanone (MEK)U 0.0921 0.145 1 08/26/2020 13:49 WG1532594
Methylene Chloride U 0.00963 0.0363 1 08/26/2020 13:49 WG1532594
4-Methyl-2-pentanone (MIBK)U 0.00331 0.0363 1 08/26/2020 13:49 WG1532594
Methyl tert-butyl ether U 0.000508 0.00145 1 08/26/2020 13:49 WG1532594
Naphthalene U 0.00708 0.0181 1 08/26/2020 13:49 WG1532594
n-Propylbenzene U 0.00138 0.00725 1 08/26/2020 13:49 WG1532594
Styrene U 0.000332 0.0181 1 08/26/2020 13:49 WG1532594
1,1,1,2-Tetrachloroethane U 0.00138 0.00363 1 08/26/2020 13:49 WG1532594
1,1,2,2-Tetrachloroethane U 0.00101 0.00363 1 08/26/2020 13:49 WG1532594
1,1,2-Trichlorotrifluoroethane U 0.00109 0.00363 1 08/26/2020 13:49 WG1532594
Tetrachloroethene U 0.00130 0.00363 1 08/26/2020 13:49 WG1532594
Toluene U 0.00189 0.00725 1 08/26/2020 13:49 WG1532594
1,2,3-Trichlorobenzene U 0.0106 0.0181 1 08/26/2020 13:49 WG1532594
1,2,4-Trichlorobenzene U 0.00638 0.0181 1 08/26/2020 13:49 WG1532594
1,1,1-Trichloroethane U 0.00134 0.00363 1 08/26/2020 13:49 WG1532594
1,1,2-Trichloroethane U 0.000866 0.00363 1 08/26/2020 13:49 WG1532594
Trichloroethene U 0.000847 0.00145 1 08/26/2020 13:49 WG1532594
Trichlorofluoromethane U 0.00120 0.00363 1 08/26/2020 13:49 WG1532594
1,2,3-Trichloropropane U 0.00235 0.0181 1 08/26/2020 13:49 WG1532594
1,2,4-Trimethylbenzene U 0.00229 0.00725 1 08/26/2020 13:49 WG1532594
1,2,3-Trimethylbenzene U 0.00229 0.00725 1 08/26/2020 13:49 WG1532594
1,3,5-Trimethylbenzene U 0.00290 0.00725 1 08/26/2020 13:49 WG1532594
Vinyl chloride U 0.00168 0.00363 1 08/26/2020 13:49 WG1532594
Xylenes, Total U 0.00128 0.00943 1 08/26/2020 13:49 WG1532594
(S) Toluene-d8 105 75.0-131 08/26/2020 13:49 WG1532594
(S) 4-Bromofluorobenzene 91.6 67.0-138 08/26/2020 13:49 WG1532594
(S) 1,2-Dichloroethane-d4 99.1 70.0-130 08/26/2020 13:49 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 15
L1253135
B-8 @ 8'
Collected date/time: 08/18/20 10:05
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 60.9 1 08/26/2020 23:14 WG1532076
Wet Chemistry by Method 3060A/7196A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Chromium,Hexavalent U 1.05 3.29 1 08/28/2020 18:15 WG1533425
Mercury by Method 7471A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Mercury 0.0326 J 0.0296 0.0657 1 08/26/2020 11:38 WG1532261
Metals (ICPMS) by Method 6020
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 6.29 0.693 1.64 5 08/26/2020 19:26 WG1532137
Barium 226 2.05 4.11 5 08/26/2020 19:26 WG1532137
Cadmium U 0.667 1.64 5 08/26/2020 19:26 WG1532137
Chromium 149 3.68 8.22 5 08/26/2020 19:26 WG1532137
Lead 7.31 1.64 3.29 5 08/26/2020 19:26 WG1532137
Nickel 161 1.97 4.11 5 08/26/2020 19:26 WG1532137
Selenium 2.61 J 1.66 4.11 5 08/26/2020 19:26 WG1532137
Silver U 0.350 0.822 5 08/26/2020 19:26 WG1532137
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Acetone U 0.0834 0.114 1 08/26/2020 14:26 WG1532594
Acrylonitrile U 0.00824 0.0285 1 08/26/2020 14:26 WG1532594
Benzene U 0.00107 0.00228 1 08/26/2020 14:26 WG1532594
Bromobenzene U 0.00206 0.0285 1 08/26/2020 14:26 WG1532594
Bromodichloromethane U 0.00166 0.00571 1 08/26/2020 14:26 WG1532594
Bromoform U 0.00267 0.0571 1 08/26/2020 14:26 WG1532594
Bromomethane U 0.00450 0.0285 1 08/26/2020 14:26 WG1532594
n-Butylbenzene U 0.0120 0.0285 1 08/26/2020 14:26 WG1532594
sec-Butylbenzene U 0.00658 0.0285 1 08/26/2020 14:26 WG1532594
tert-Butylbenzene U 0.00445 0.0114 1 08/26/2020 14:26 WG1532594
Carbon tetrachloride U 0.00205 0.0114 1 08/26/2020 14:26 WG1532594
Chlorobenzene U 0.000480 0.00571 1 08/26/2020 14:26 WG1532594
Chlorodibromomethane U 0.00140 0.00571 1 08/26/2020 14:26 WG1532594
Chloroethane U 0.00388 0.0114 1 08/26/2020 14:26 WG1532594
Chloroform U 0.00235 0.00571 1 08/26/2020 14:26 WG1532594
Chloromethane U 0.00993 0.0285 1 08/26/2020 14:26 WG1532594
2-Chlorotoluene U 0.00198 0.00571 1 08/26/2020 14:26 WG1532594
4-Chlorotoluene U 0.00103 0.0114 1 08/26/2020 14:26 WG1532594
1,2-Dibromo-3-Chloropropane U 0.00891 0.0571 1 08/26/2020 14:26 WG1532594
1,2-Dibromoethane U 0.00148 0.00571 1 08/26/2020 14:26 WG1532594
Dibromomethane U 0.00171 0.0114 1 08/26/2020 14:26 WG1532594
1,2-Dichlorobenzene U 0.000971 0.0114 1 08/26/2020 14:26 WG1532594
1,3-Dichlorobenzene U 0.00137 0.0114 1 08/26/2020 14:26 WG1532594
1,4-Dichlorobenzene U 0.00160 0.0114 1 08/26/2020 14:26 WG1532594
Dichlorodifluoromethane U 0.00368 0.00571 1 08/26/2020 14:26 WG1532594
1,1-Dichloroethane U 0.00112 0.00571 1 08/26/2020 14:26 WG1532594
1,2-Dichloroethane U 0.00148 0.00571 1 08/26/2020 14:26 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 15
L1253135
B-8 @ 8'
Collected date/time: 08/18/20 10:05
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
1,1-Dichloroethene U 0.00138 0.00571 1 08/26/2020 14:26 WG1532594
cis-1,2-Dichloroethene U 0.00168 0.00571 1 08/26/2020 14:26 WG1532594
trans-1,2-Dichloroethene U 0.00238 0.0114 1 08/26/2020 14:26 WG1532594
1,2-Dichloropropane U 0.00324 0.0114 1 08/26/2020 14:26 WG1532594
1,1-Dichloropropene U 0.00185 0.00571 1 08/26/2020 14:26 WG1532594
1,3-Dichloropropane U 0.00114 0.0114 1 08/26/2020 14:26 WG1532594
cis-1,3-Dichloropropene U 0.00173 0.00571 1 08/26/2020 14:26 WG1532594
trans-1,3-Dichloropropene U 0.00260 0.0114 1 08/26/2020 14:26 WG1532594
2,2-Dichloropropane U 0.00315 0.00571 1 08/26/2020 14:26 WG1532594
Di-isopropyl ether U 0.000936 0.00228 1 08/26/2020 14:26 WG1532594
Ethylbenzene U 0.00168 0.00571 1 08/26/2020 14:26 WG1532594
Hexachloro-1,3-butadiene U 0.0137 0.0571 1 08/26/2020 14:26 WG1532594
Isopropylbenzene U 0.000971 0.00571 1 08/26/2020 14:26 WG1532594
p-Isopropyltoluene U 0.00582 0.0114 1 08/26/2020 14:26 WG1532594
2-Butanone (MEK)U 0.145 0.228 1 08/26/2020 14:26 WG1532594
Methylene Chloride U 0.0152 0.0571 1 08/26/2020 14:26 WG1532594
4-Methyl-2-pentanone (MIBK)U 0.00521 0.0571 1 08/26/2020 14:26 WG1532594
Methyl tert-butyl ether U 0.000799 0.00228 1 08/26/2020 14:26 WG1532594
Naphthalene U 0.0111 0.0285 1 08/26/2020 14:26 WG1532594
n-Propylbenzene U 0.00217 0.0114 1 08/26/2020 14:26 WG1532594
Styrene U 0.000523 0.0285 1 08/26/2020 14:26 WG1532594
1,1,1,2-Tetrachloroethane U 0.00217 0.00571 1 08/26/2020 14:26 WG1532594
1,1,2,2-Tetrachloroethane U 0.00159 0.00571 1 08/26/2020 14:26 WG1532594
1,1,2-Trichlorotrifluoroethane U 0.00172 0.00571 1 08/26/2020 14:26 WG1532594
Tetrachloroethene U 0.00205 0.00571 1 08/26/2020 14:26 WG1532594
Toluene U 0.00297 0.0114 1 08/26/2020 14:26 WG1532594
1,2,3-Trichlorobenzene U 0.0167 0.0285 1 08/26/2020 14:26 WG1532594
1,2,4-Trichlorobenzene U 0.0100 0.0285 1 08/26/2020 14:26 WG1532594
1,1,1-Trichloroethane U 0.00211 0.00571 1 08/26/2020 14:26 WG1532594
1,1,2-Trichloroethane U 0.00136 0.00571 1 08/26/2020 14:26 WG1532594
Trichloroethene U 0.00133 0.00228 1 08/26/2020 14:26 WG1532594
Trichlorofluoromethane U 0.00189 0.00571 1 08/26/2020 14:26 WG1532594
1,2,3-Trichloropropane U 0.00370 0.0285 1 08/26/2020 14:26 WG1532594
1,2,4-Trimethylbenzene U 0.00361 0.0114 1 08/26/2020 14:26 WG1532594
1,2,3-Trimethylbenzene U 0.00361 0.0114 1 08/26/2020 14:26 WG1532594
1,3,5-Trimethylbenzene U 0.00457 0.0114 1 08/26/2020 14:26 WG1532594
Vinyl chloride U 0.00265 0.00571 1 08/26/2020 14:26 WG1532594
Xylenes, Total U 0.00201 0.0148 1 08/26/2020 14:26 WG1532594
(S) Toluene-d8 105 75.0-131 08/26/2020 14:26 WG1532594
(S) 4-Bromofluorobenzene 93.1 67.0-138 08/26/2020 14:26 WG1532594
(S) 1,2-Dichloroethane-d4 101 70.0-130 08/26/2020 14:26 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 16
L1253135
B-9 @ 1.5'
Collected date/time: 08/18/20 10:50
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 70.2 1 08/26/2020 23:14 WG1532076
Wet Chemistry by Method 3060A/7196A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Chromium,Hexavalent U 0.912 2.85 1 08/28/2020 18:17 WG1533425
Mercury by Method 7471A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Mercury 0.118 0.0256 0.0570 1 08/26/2020 11:40 WG1532261
Metals (ICPMS) by Method 6020
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 19.5 0.601 1.42 5 08/26/2020 19:29 WG1532137
Barium 189 1.78 3.56 5 08/26/2020 19:29 WG1532137
Cadmium 2.00 0.578 1.42 5 08/26/2020 19:29 WG1532137
Chromium 232 3.19 7.12 5 08/26/2020 19:29 WG1532137
Lead 108 1.42 2.85 5 08/26/2020 19:29 WG1532137
Nickel 10.6 1.71 3.56 5 08/26/2020 19:29 WG1532137
Selenium 1.58 J 1.44 3.56 5 08/26/2020 19:29 WG1532137
Silver 0.320 J 0.303 0.712 5 08/26/2020 19:29 WG1532137
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Acetone U 0.0675 0.0925 1 08/26/2020 14:46 WG1532594
Acrylonitrile U 0.00668 0.0231 1 08/26/2020 14:46 WG1532594
Benzene U 0.000864 0.00185 1 08/26/2020 14:46 WG1532594
Bromobenzene U 0.00167 0.0231 1 08/26/2020 14:46 WG1532594
Bromodichloromethane U 0.00134 0.00463 1 08/26/2020 14:46 WG1532594
Bromoform U 0.00217 0.0463 1 08/26/2020 14:46 WG1532594
Bromomethane U 0.00365 0.0231 1 08/26/2020 14:46 WG1532594
n-Butylbenzene U 0.00971 0.0231 1 08/26/2020 14:46 WG1532594
sec-Butylbenzene U 0.00533 0.0231 1 08/26/2020 14:46 WG1532594
tert-Butylbenzene U 0.00361 0.00925 1 08/26/2020 14:46 WG1532594
Carbon tetrachloride U 0.00166 0.00925 1 08/26/2020 14:46 WG1532594
Chlorobenzene U 0.000389 0.00463 1 08/26/2020 14:46 WG1532594
Chlorodibromomethane U 0.00113 0.00463 1 08/26/2020 14:46 WG1532594
Chloroethane U 0.00315 0.00925 1 08/26/2020 14:46 WG1532594
Chloroform U 0.00191 0.00463 1 08/26/2020 14:46 WG1532594
Chloromethane U 0.00805 0.0231 1 08/26/2020 14:46 WG1532594
2-Chlorotoluene U 0.00160 0.00463 1 08/26/2020 14:46 WG1532594
4-Chlorotoluene U 0.000833 0.00925 1 08/26/2020 14:46 WG1532594
1,2-Dibromo-3-Chloropropane U 0.00722 0.0463 1 08/26/2020 14:46 WG1532594
1,2-Dibromoethane U 0.00120 0.00463 1 08/26/2020 14:46 WG1532594
Dibromomethane U 0.00139 0.00925 1 08/26/2020 14:46 WG1532594
1,2-Dichlorobenzene U 0.000786 0.00925 1 08/26/2020 14:46 WG1532594
1,3-Dichlorobenzene U 0.00111 0.00925 1 08/26/2020 14:46 WG1532594
1,4-Dichlorobenzene U 0.00130 0.00925 1 08/26/2020 14:46 WG1532594
Dichlorodifluoromethane U 0.00298 0.00463 1 08/26/2020 14:46 WG1532594
1,1-Dichloroethane U 0.000909 0.00463 1 08/26/2020 14:46 WG1532594
1,2-Dichloroethane U 0.00120 0.00463 1 08/26/2020 14:46 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 16
L1253135
B-9 @ 1.5'
Collected date/time: 08/18/20 10:50
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
1,1-Dichloroethene U 0.00112 0.00463 1 08/26/2020 14:46 WG1532594
cis-1,2-Dichloroethene U 0.00136 0.00463 1 08/26/2020 14:46 WG1532594
trans-1,2-Dichloroethene U 0.00192 0.00925 1 08/26/2020 14:46 WG1532594
1,2-Dichloropropane U 0.00263 0.00925 1 08/26/2020 14:46 WG1532594
1,1-Dichloropropene U 0.00150 0.00463 1 08/26/2020 14:46 WG1532594
1,3-Dichloropropane U 0.000927 0.00925 1 08/26/2020 14:46 WG1532594
cis-1,3-Dichloropropene U 0.00140 0.00463 1 08/26/2020 14:46 WG1532594
trans-1,3-Dichloropropene U 0.00211 0.00925 1 08/26/2020 14:46 WG1532594
2,2-Dichloropropane U 0.00255 0.00463 1 08/26/2020 14:46 WG1532594
Di-isopropyl ether U 0.000759 0.00185 1 08/26/2020 14:46 WG1532594
Ethylbenzene U 0.00136 0.00463 1 08/26/2020 14:46 WG1532594
Hexachloro-1,3-butadiene U 0.0111 0.0463 1 08/26/2020 14:46 WG1532594
Isopropylbenzene U 0.000786 0.00463 1 08/26/2020 14:46 WG1532594
p-Isopropyltoluene U 0.00472 0.00925 1 08/26/2020 14:46 WG1532594
2-Butanone (MEK)U 0.118 0.185 1 08/26/2020 14:46 WG1532594
Methylene Chloride U 0.0123 0.0463 1 08/26/2020 14:46 WG1532594
4-Methyl-2-pentanone (MIBK)U 0.00422 0.0463 1 08/26/2020 14:46 WG1532594
Methyl tert-butyl ether U 0.000648 0.00185 1 08/26/2020 14:46 WG1532594
Naphthalene U 0.00903 0.0231 1 08/26/2020 14:46 WG1532594
n-Propylbenzene U 0.00176 0.00925 1 08/26/2020 14:46 WG1532594
Styrene U 0.000424 0.0231 1 08/26/2020 14:46 WG1532594
1,1,1,2-Tetrachloroethane U 0.00175 0.00463 1 08/26/2020 14:46 WG1532594
1,1,2,2-Tetrachloroethane U 0.00129 0.00463 1 08/26/2020 14:46 WG1532594
1,1,2-Trichlorotrifluoroethane U 0.00140 0.00463 1 08/26/2020 14:46 WG1532594
Tetrachloroethene U 0.00166 0.00463 1 08/26/2020 14:46 WG1532594
Toluene U 0.00241 0.00925 1 08/26/2020 14:46 WG1532594
1,2,3-Trichlorobenzene U 0.0136 0.0231 1 08/26/2020 14:46 WG1532594
1,2,4-Trichlorobenzene U 0.00814 0.0231 1 08/26/2020 14:46 WG1532594
1,1,1-Trichloroethane U 0.00171 0.00463 1 08/26/2020 14:46 WG1532594
1,1,2-Trichloroethane U 0.00110 0.00463 1 08/26/2020 14:46 WG1532594
Trichloroethene U 0.00108 0.00185 1 08/26/2020 14:46 WG1532594
Trichlorofluoromethane U 0.00153 0.00463 1 08/26/2020 14:46 WG1532594
1,2,3-Trichloropropane U 0.00300 0.0231 1 08/26/2020 14:46 WG1532594
1,2,4-Trimethylbenzene U 0.00292 0.00925 1 08/26/2020 14:46 WG1532594
1,2,3-Trimethylbenzene U 0.00292 0.00925 1 08/26/2020 14:46 WG1532594
1,3,5-Trimethylbenzene U 0.00370 0.00925 1 08/26/2020 14:46 WG1532594
Vinyl chloride U 0.00215 0.00463 1 08/26/2020 14:46 WG1532594
Xylenes, Total U 0.00163 0.0120 1 08/26/2020 14:46 WG1532594
(S) Toluene-d8 104 75.0-131 08/26/2020 14:46 WG1532594
(S) 4-Bromofluorobenzene 94.7 67.0-138 08/26/2020 14:46 WG1532594
(S) 1,2-Dichloroethane-d4 96.9 70.0-130 08/26/2020 14:46 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 17
L1253135
B-9 @ 8'
Collected date/time: 08/18/20 11:02
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 62.6 1 08/26/2020 23:14 WG1532076
Wet Chemistry by Method 3060A/7196A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Chromium,Hexavalent U 1.02 3.20 1 08/28/2020 18:19 WG1533425
Mercury by Method 7471A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Mercury U 0.0288 0.0639 1 08/26/2020 11:43 WG1532261
Metals (ICPMS) by Method 6020
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 4.95 0.675 1.60 5 08/26/2020 19:36 WG1532137
Barium 212 2.00 4.00 5 08/26/2020 19:36 WG1532137
Cadmium U 0.649 1.60 5 08/26/2020 19:36 WG1532137
Chromium 140 3.58 7.99 5 08/26/2020 19:36 WG1532137
Lead 3.97 1.60 3.20 5 08/26/2020 19:36 WG1532137
Nickel 348 1.92 4.00 5 08/26/2020 19:36 WG1532137
Selenium 1.86 J 1.61 4.00 5 08/26/2020 19:36 WG1532137
Silver U 0.340 0.799 5 08/26/2020 19:36 WG1532137
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Acetone U 0.0802 0.110 1 08/26/2020 15:05 WG1532594
Acrylonitrile U 0.00793 0.0275 1 08/26/2020 15:05 WG1532594
Benzene U 0.00103 0.00220 1 08/26/2020 15:05 WG1532594
Bromobenzene U 0.00198 0.0275 1 08/26/2020 15:05 WG1532594
Bromodichloromethane U 0.00159 0.00549 1 08/26/2020 15:05 WG1532594
Bromoform U 0.00257 0.0549 1 08/26/2020 15:05 WG1532594
Bromomethane U 0.00433 0.0275 1 08/26/2020 15:05 WG1532594
n-Butylbenzene U 0.0115 0.0275 1 08/26/2020 15:05 WG1532594
sec-Butylbenzene U 0.00633 0.0275 1 08/26/2020 15:05 WG1532594
tert-Butylbenzene U 0.00428 0.0110 1 08/26/2020 15:05 WG1532594
Carbon tetrachloride U 0.00197 0.0110 1 08/26/2020 15:05 WG1532594
Chlorobenzene U 0.000461 0.00549 1 08/26/2020 15:05 WG1532594
Chlorodibromomethane U 0.00134 0.00549 1 08/26/2020 15:05 WG1532594
Chloroethane U 0.00373 0.0110 1 08/26/2020 15:05 WG1532594
Chloroform U 0.00226 0.00549 1 08/26/2020 15:05 WG1532594
Chloromethane U 0.00956 0.0275 1 08/26/2020 15:05 WG1532594
2-Chlorotoluene U 0.00190 0.00549 1 08/26/2020 15:05 WG1532594
4-Chlorotoluene U 0.000989 0.0110 1 08/26/2020 15:05 WG1532594
1,2-Dibromo-3-Chloropropane U 0.00857 0.0549 1 08/26/2020 15:05 WG1532594
1,2-Dibromoethane U 0.00142 0.00549 1 08/26/2020 15:05 WG1532594
Dibromomethane U 0.00165 0.0110 1 08/26/2020 15:05 WG1532594
1,2-Dichlorobenzene U 0.000934 0.0110 1 08/26/2020 15:05 WG1532594
1,3-Dichlorobenzene U 0.00132 0.0110 1 08/26/2020 15:05 WG1532594
1,4-Dichlorobenzene U 0.00154 0.0110 1 08/26/2020 15:05 WG1532594
Dichlorodifluoromethane U 0.00354 0.00549 1 08/26/2020 15:05 WG1532594
1,1-Dichloroethane U 0.00108 0.00549 1 08/26/2020 15:05 WG1532594
1,2-Dichloroethane U 0.00143 0.00549 1 08/26/2020 15:05 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 17
L1253135
B-9 @ 8'
Collected date/time: 08/18/20 11:02
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
1,1-Dichloroethene U 0.00133 0.00549 1 08/26/2020 15:05 WG1532594
cis-1,2-Dichloroethene U 0.00161 0.00549 1 08/26/2020 15:05 WG1532594
trans-1,2-Dichloroethene U 0.00228 0.0110 1 08/26/2020 15:05 WG1532594
1,2-Dichloropropane U 0.00312 0.0110 1 08/26/2020 15:05 WG1532594
1,1-Dichloropropene U 0.00178 0.00549 1 08/26/2020 15:05 WG1532594
1,3-Dichloropropane U 0.00110 0.0110 1 08/26/2020 15:05 WG1532594
cis-1,3-Dichloropropene U 0.00166 0.00549 1 08/26/2020 15:05 WG1532594
trans-1,3-Dichloropropene U 0.00250 0.0110 1 08/26/2020 15:05 WG1532594
2,2-Dichloropropane U 0.00303 0.00549 1 08/26/2020 15:05 WG1532594
Di-isopropyl ether U 0.000901 0.00220 1 08/26/2020 15:05 WG1532594
Ethylbenzene U 0.00162 0.00549 1 08/26/2020 15:05 WG1532594
Hexachloro-1,3-butadiene U 0.0132 0.0549 1 08/26/2020 15:05 WG1532594
Isopropylbenzene U 0.000934 0.00549 1 08/26/2020 15:05 WG1532594
p-Isopropyltoluene U 0.00560 0.0110 1 08/26/2020 15:05 WG1532594
2-Butanone (MEK)U 0.140 0.220 1 08/26/2020 15:05 WG1532594
Methylene Chloride U 0.0146 0.0549 1 08/26/2020 15:05 WG1532594
4-Methyl-2-pentanone (MIBK)U 0.00501 0.0549 1 08/26/2020 15:05 WG1532594
Methyl tert-butyl ether U 0.000769 0.00220 1 08/26/2020 15:05 WG1532594
Naphthalene U 0.0107 0.0275 1 08/26/2020 15:05 WG1532594
n-Propylbenzene U 0.00209 0.0110 1 08/26/2020 15:05 WG1532594
Styrene U 0.000503 0.0275 1 08/26/2020 15:05 WG1532594
1,1,1,2-Tetrachloroethane U 0.00208 0.00549 1 08/26/2020 15:05 WG1532594
1,1,2,2-Tetrachloroethane U 0.00153 0.00549 1 08/26/2020 15:05 WG1532594
1,1,2-Trichlorotrifluoroethane U 0.00166 0.00549 1 08/26/2020 15:05 WG1532594
Tetrachloroethene U 0.00197 0.00549 1 08/26/2020 15:05 WG1532594
Toluene U 0.00286 0.0110 1 08/26/2020 15:05 WG1532594
1,2,3-Trichlorobenzene U 0.0161 0.0275 1 08/26/2020 15:05 WG1532594
1,2,4-Trichlorobenzene U 0.00967 0.0275 1 08/26/2020 15:05 WG1532594
1,1,1-Trichloroethane U 0.00203 0.00549 1 08/26/2020 15:05 WG1532594
1,1,2-Trichloroethane U 0.00131 0.00549 1 08/26/2020 15:05 WG1532594
Trichloroethene U 0.00128 0.00220 1 08/26/2020 15:05 WG1532594
Trichlorofluoromethane U 0.00182 0.00549 1 08/26/2020 15:05 WG1532594
1,2,3-Trichloropropane U 0.00356 0.0275 1 08/26/2020 15:05 WG1532594
1,2,4-Trimethylbenzene U 0.00347 0.0110 1 08/26/2020 15:05 WG1532594
1,2,3-Trimethylbenzene U 0.00347 0.0110 1 08/26/2020 15:05 WG1532594
1,3,5-Trimethylbenzene U 0.00439 0.0110 1 08/26/2020 15:05 WG1532594
Vinyl chloride U 0.00255 0.00549 1 08/26/2020 15:05 WG1532594
Xylenes, Total U 0.00193 0.0143 1 08/26/2020 15:05 WG1532594
(S) Toluene-d8 106 75.0-131 08/26/2020 15:05 WG1532594
(S) 4-Bromofluorobenzene 93.8 67.0-138 08/26/2020 15:05 WG1532594
(S) 1,2-Dichloroethane-d4 101 70.0-130 08/26/2020 15:05 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 18
L1253135
B-8 GW
Collected date/time: 08/18/20 11:50
Wet Chemistry by Method 7199
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Hexavalent Chromium U 0.000150 0.000500 1 08/24/2020 20:00 WG1531101
Mercury by Method 7470A
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Mercury U 0.000100 0.000200 1 08/24/2020 13:42 WG1530995
Metals (ICPMS) by Method 6020
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Arsenic 0.00501 0.000735 0.00200 1 08/26/2020 00:38 WG1531332
Barium 0.0800 0.00778 0.0200 1 08/26/2020 00:38 WG1531332
Cadmium U 0.000478 0.00100 1 08/26/2020 00:38 WG1531332
Chromium 0.00266 0.00149 0.00200 1 08/26/2020 00:38 WG1531332
Lead U 0.00249 0.00500 1 08/26/2020 00:38 WG1531332
Nickel 0.0235 0.000952 0.00200 1 08/26/2020 00:38 WG1531332
Selenium 0.00146 J 0.000657 0.00200 1 08/26/2020 10:29 WG1531332
Silver U 0.000513 0.00200 1 08/26/2020 00:38 WG1531332
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Acetone U 0.0113 0.0500 1 08/24/2020 02:00 WG1531158
Acrolein U 0.00254 0.0500 1 08/24/2020 02:00 WG1531158
Acrylonitrile U J3 0.000671 0.0100 1 08/24/2020 02:00 WG1531158
Benzene 0.000144 J 0.0000941 0.00100 1 08/24/2020 02:00 WG1531158
Bromobenzene U 0.000118 0.00100 1 08/24/2020 02:00 WG1531158
Bromodichloromethane U 0.000136 0.00100 1 08/24/2020 02:00 WG1531158
Bromoform U 0.000129 0.00100 1 08/24/2020 02:00 WG1531158
Bromomethane U 0.000605 0.00500 1 08/24/2020 02:00 WG1531158
n-Butylbenzene U J4 0.000157 0.00100 1 08/24/2020 02:00 WG1531158
sec-Butylbenzene U 0.000125 0.00100 1 08/24/2020 02:00 WG1531158
tert-Butylbenzene U 0.000127 0.00100 1 08/24/2020 02:00 WG1531158
Carbon tetrachloride U 0.000128 0.00100 1 08/24/2020 02:00 WG1531158
Chlorobenzene U 0.000116 0.00100 1 08/24/2020 02:00 WG1531158
Chlorodibromomethane U 0.000140 0.00100 1 08/24/2020 02:00 WG1531158
Chloroethane U 0.000192 0.00500 1 08/24/2020 02:00 WG1531158
2-Chloroethyl vinyl ether U 0.000575 0.0500 1 08/24/2020 02:00 WG1531158
Chloroform U 0.000111 0.00500 1 08/24/2020 02:00 WG1531158
Chloromethane U 0.000960 0.00250 1 08/24/2020 02:00 WG1531158
2-Chlorotoluene U 0.000106 0.00100 1 08/24/2020 02:00 WG1531158
4-Chlorotoluene U 0.000114 0.00100 1 08/24/2020 02:00 WG1531158
1,2-Dibromo-3-Chloropropane U 0.000276 0.00500 1 08/24/2020 02:00 WG1531158
1,2-Dibromoethane U 0.000126 0.00100 1 08/24/2020 02:00 WG1531158
Dibromomethane U 0.000122 0.00100 1 08/24/2020 02:00 WG1531158
1,2-Dichlorobenzene U J4 0.000107 0.00100 1 08/24/2020 02:00 WG1531158
1,3-Dichlorobenzene U 0.000110 0.00100 1 08/24/2020 02:00 WG1531158
1,4-Dichlorobenzene U 0.000120 0.00100 1 08/24/2020 02:00 WG1531158
Dichlorodifluoromethane U 0.000374 0.00500 1 08/24/2020 02:00 WG1531158
1,1-Dichloroethane U 0.000100 0.00100 1 08/24/2020 02:00 WG1531158
1,2-Dichloroethane U 0.0000819 0.00100 1 08/24/2020 02:00 WG1531158
1,1-Dichloroethene U 0.000188 0.00100 1 08/24/2020 02:00 WG1531158
cis-1,2-Dichloroethene U 0.000126 0.00100 1 08/24/2020 02:00 WG1531158
trans-1,2-Dichloroethene U 0.000149 0.00100 1 08/24/2020 02:00 WG1531158
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 18
L1253135
B-8 GW
Collected date/time: 08/18/20 11:50
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
1,2-Dichloropropane U 0.000149 0.00100 1 08/24/2020 02:00 WG1531158
1,1-Dichloropropene U 0.000142 0.00100 1 08/24/2020 02:00 WG1531158
1,3-Dichloropropane U 0.000110 0.00100 1 08/24/2020 02:00 WG1531158
cis-1,3-Dichloropropene U 0.000111 0.00100 1 08/24/2020 02:00 WG1531158
trans-1,3-Dichloropropene U 0.000118 0.00100 1 08/24/2020 02:00 WG1531158
2,2-Dichloropropane U 0.000161 0.00100 1 08/24/2020 02:00 WG1531158
Di-isopropyl ether U 0.000105 0.00100 1 08/24/2020 02:00 WG1531158
Ethylbenzene U 0.000137 0.00100 1 08/24/2020 02:00 WG1531158
Hexachloro-1,3-butadiene U 0.000337 0.00100 1 08/24/2020 02:00 WG1531158
Isopropylbenzene U 0.000105 0.00100 1 08/24/2020 02:00 WG1531158
p-Isopropyltoluene U 0.000120 0.00100 1 08/24/2020 02:00 WG1531158
2-Butanone (MEK)0.00153 J 0.00119 0.0100 1 08/24/2020 02:00 WG1531158
Methylene Chloride U 0.000430 0.00500 1 08/24/2020 02:00 WG1531158
4-Methyl-2-pentanone (MIBK)0.000555 J 0.000478 0.0100 1 08/24/2020 02:00 WG1531158
Methyl tert-butyl ether U 0.000101 0.00100 1 08/24/2020 02:00 WG1531158
Naphthalene U 0.00100 0.00500 1 08/24/2020 02:00 WG1531158
n-Propylbenzene U 0.0000993 0.00100 1 08/24/2020 02:00 WG1531158
Styrene U 0.000118 0.00100 1 08/24/2020 02:00 WG1531158
1,1,1,2-Tetrachloroethane U 0.000147 0.00100 1 08/24/2020 02:00 WG1531158
1,1,2,2-Tetrachloroethane U 0.000133 0.00100 1 08/24/2020 02:00 WG1531158
1,1,2-Trichlorotrifluoroethane U 0.000180 0.00100 1 08/24/2020 02:00 WG1531158
Tetrachloroethene U 0.000300 0.00100 1 08/24/2020 02:00 WG1531158
Toluene U 0.000278 0.00100 1 08/24/2020 02:00 WG1531158
1,2,3-Trichlorobenzene U 0.000230 0.00100 1 08/24/2020 02:00 WG1531158
1,2,4-Trichlorobenzene U 0.000481 0.00100 1 08/24/2020 02:00 WG1531158
1,1,1-Trichloroethane U 0.000149 0.00100 1 08/24/2020 02:00 WG1531158
1,1,2-Trichloroethane U 0.000158 0.00100 1 08/24/2020 02:00 WG1531158
Trichloroethene U 0.000190 0.00100 1 08/24/2020 02:00 WG1531158
Trichlorofluoromethane U 0.000160 0.00500 1 08/24/2020 02:00 WG1531158
1,2,3-Trichloropropane U 0.000237 0.00250 1 08/24/2020 02:00 WG1531158
1,2,4-Trimethylbenzene U 0.000322 0.00100 1 08/24/2020 02:00 WG1531158
1,2,3-Trimethylbenzene U 0.000104 0.00100 1 08/24/2020 02:00 WG1531158
1,3,5-Trimethylbenzene U 0.000104 0.00100 1 08/24/2020 02:00 WG1531158
Vinyl chloride U 0.000234 0.00100 1 08/24/2020 02:00 WG1531158
Xylenes, Total U 0.000174 0.00300 1 08/24/2020 02:00 WG1531158
(S) Toluene-d8 105 80.0-120 08/24/2020 02:00 WG1531158
(S) 4-Bromofluorobenzene 105 77.0-126 08/24/2020 02:00 WG1531158
(S) 1,2-Dichloroethane-d4 94.3 70.0-130 08/24/2020 02:00 WG1531158
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 19
L1253135
B-9 GW
Collected date/time: 08/18/20 11:21
Wet Chemistry by Method 7199
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Hexavalent Chromium 1080 7.50 25.0 50000 08/24/2020 20:08 WG1531101
Mercury by Method 7470A
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Mercury U 0.000100 0.000200 1 08/24/2020 13:44 WG1530995
Metals (ICPMS) by Method 6020
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Arsenic 0.00399 0.000735 0.00200 1 08/26/2020 01:28 WG1531332
Barium 0.0454 0.00778 0.0200 1 08/26/2020 01:28 WG1531332
Cadmium U 0.000478 0.00100 1 08/26/2020 01:28 WG1531332
Chromium 1220 0.298 0.400 200 08/26/2020 11:23 WG1531332
Lead U 0.00249 0.00500 1 08/26/2020 01:28 WG1531332
Nickel 0.932 0.000952 0.00200 1 08/26/2020 01:28 WG1531332
Selenium 0.0129 0.000657 0.00200 1 08/26/2020 11:20 WG1531332
Silver U 0.000513 0.00200 1 08/26/2020 01:28 WG1531332
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Acetone 0.0550 0.0113 0.0500 1 08/24/2020 02:20 WG1531158
Acrolein U 0.00254 0.0500 1 08/24/2020 02:20 WG1531158
Acrylonitrile U J3 0.000671 0.0100 1 08/24/2020 02:20 WG1531158
Benzene 0.00147 0.0000941 0.00100 1 08/24/2020 02:20 WG1531158
Bromobenzene U 0.000118 0.00100 1 08/24/2020 02:20 WG1531158
Bromodichloromethane U 0.000136 0.00100 1 08/24/2020 02:20 WG1531158
Bromoform U 0.000129 0.00100 1 08/24/2020 02:20 WG1531158
Bromomethane U 0.000605 0.00500 1 08/24/2020 02:20 WG1531158
n-Butylbenzene U J4 0.000157 0.00100 1 08/24/2020 02:20 WG1531158
sec-Butylbenzene U 0.000125 0.00100 1 08/24/2020 02:20 WG1531158
tert-Butylbenzene U 0.000127 0.00100 1 08/24/2020 02:20 WG1531158
Carbon tetrachloride U 0.000128 0.00100 1 08/24/2020 02:20 WG1531158
Chlorobenzene U 0.000116 0.00100 1 08/24/2020 02:20 WG1531158
Chlorodibromomethane U 0.000140 0.00100 1 08/24/2020 02:20 WG1531158
Chloroethane U 0.000192 0.00500 1 08/24/2020 02:20 WG1531158
2-Chloroethyl vinyl ether U 0.000575 0.0500 1 08/24/2020 02:20 WG1531158
Chloroform 0.00212 J 0.000111 0.00500 1 08/24/2020 02:20 WG1531158
Chloromethane U 0.000960 0.00250 1 08/24/2020 02:20 WG1531158
2-Chlorotoluene U 0.000106 0.00100 1 08/24/2020 02:20 WG1531158
4-Chlorotoluene U 0.000114 0.00100 1 08/24/2020 02:20 WG1531158
1,2-Dibromo-3-Chloropropane U 0.000276 0.00500 1 08/24/2020 02:20 WG1531158
1,2-Dibromoethane U 0.000126 0.00100 1 08/24/2020 02:20 WG1531158
Dibromomethane U 0.000122 0.00100 1 08/24/2020 02:20 WG1531158
1,2-Dichlorobenzene U J4 0.000107 0.00100 1 08/24/2020 02:20 WG1531158
1,3-Dichlorobenzene U 0.000110 0.00100 1 08/24/2020 02:20 WG1531158
1,4-Dichlorobenzene U 0.000120 0.00100 1 08/24/2020 02:20 WG1531158
Dichlorodifluoromethane U 0.000374 0.00500 1 08/24/2020 02:20 WG1531158
1,1-Dichloroethane U 0.000100 0.00100 1 08/24/2020 02:20 WG1531158
1,2-Dichloroethane U 0.0000819 0.00100 1 08/24/2020 02:20 WG1531158
1,1-Dichloroethene U 0.000188 0.00100 1 08/24/2020 02:20 WG1531158
cis-1,2-Dichloroethene U 0.000126 0.00100 1 08/24/2020 02:20 WG1531158
trans-1,2-Dichloroethene U 0.000149 0.00100 1 08/24/2020 02:20 WG1531158
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 19
L1253135
B-9 GW
Collected date/time: 08/18/20 11:21
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
1,2-Dichloropropane U 0.000149 0.00100 1 08/24/2020 02:20 WG1531158
1,1-Dichloropropene U 0.000142 0.00100 1 08/24/2020 02:20 WG1531158
1,3-Dichloropropane U 0.000110 0.00100 1 08/24/2020 02:20 WG1531158
cis-1,3-Dichloropropene U 0.000111 0.00100 1 08/24/2020 02:20 WG1531158
trans-1,3-Dichloropropene U 0.000118 0.00100 1 08/24/2020 02:20 WG1531158
2,2-Dichloropropane U 0.000161 0.00100 1 08/24/2020 02:20 WG1531158
Di-isopropyl ether U 0.000105 0.00100 1 08/24/2020 02:20 WG1531158
Ethylbenzene 0.000211 J 0.000137 0.00100 1 08/24/2020 02:20 WG1531158
Hexachloro-1,3-butadiene U 0.000337 0.00100 1 08/24/2020 02:20 WG1531158
Isopropylbenzene U 0.000105 0.00100 1 08/24/2020 02:20 WG1531158
p-Isopropyltoluene U 0.000120 0.00100 1 08/24/2020 02:20 WG1531158
2-Butanone (MEK)0.00587 J 0.00119 0.0100 1 08/24/2020 02:20 WG1531158
Methylene Chloride U 0.000430 0.00500 1 08/24/2020 02:20 WG1531158
4-Methyl-2-pentanone (MIBK)0.000677 J 0.000478 0.0100 1 08/24/2020 02:20 WG1531158
Methyl tert-butyl ether U 0.000101 0.00100 1 08/24/2020 02:20 WG1531158
Naphthalene U 0.00100 0.00500 1 08/24/2020 02:20 WG1531158
n-Propylbenzene U 0.0000993 0.00100 1 08/24/2020 02:20 WG1531158
Styrene U 0.000118 0.00100 1 08/24/2020 02:20 WG1531158
1,1,1,2-Tetrachloroethane U 0.000147 0.00100 1 08/24/2020 02:20 WG1531158
1,1,2,2-Tetrachloroethane U 0.000133 0.00100 1 08/24/2020 02:20 WG1531158
1,1,2-Trichlorotrifluoroethane U 0.000180 0.00100 1 08/24/2020 02:20 WG1531158
Tetrachloroethene U 0.000300 0.00100 1 08/24/2020 02:20 WG1531158
Toluene 0.00123 0.000278 0.00100 1 08/24/2020 02:20 WG1531158
1,2,3-Trichlorobenzene U 0.000230 0.00100 1 08/24/2020 02:20 WG1531158
1,2,4-Trichlorobenzene U 0.000481 0.00100 1 08/24/2020 02:20 WG1531158
1,1,1-Trichloroethane U 0.000149 0.00100 1 08/24/2020 02:20 WG1531158
1,1,2-Trichloroethane U 0.000158 0.00100 1 08/24/2020 02:20 WG1531158
Trichloroethene U 0.000190 0.00100 1 08/24/2020 02:20 WG1531158
Trichlorofluoromethane U 0.000160 0.00500 1 08/24/2020 02:20 WG1531158
1,2,3-Trichloropropane U 0.000237 0.00250 1 08/24/2020 02:20 WG1531158
1,2,4-Trimethylbenzene U 0.000322 0.00100 1 08/24/2020 02:20 WG1531158
1,2,3-Trimethylbenzene U 0.000104 0.00100 1 08/24/2020 02:20 WG1531158
1,3,5-Trimethylbenzene U 0.000104 0.00100 1 08/24/2020 02:20 WG1531158
Vinyl chloride U 0.000234 0.00100 1 08/24/2020 02:20 WG1531158
Xylenes, Total 0.000407 J 0.000174 0.00300 1 08/24/2020 02:20 WG1531158
(S) Toluene-d8 105 80.0-120 08/24/2020 02:20 WG1531158
(S) 4-Bromofluorobenzene 103 77.0-126 08/24/2020 02:20 WG1531158
(S) 1,2-Dichloroethane-d4 97.0 70.0-130 08/24/2020 02:20 WG1531158
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 20
L1253135
B-10 @ 2'
Collected date/time: 08/18/20 13:14
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 86.5 1 08/26/2020 23:14 WG1532076
Wet Chemistry by Method 3060A/7196A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Chromium,Hexavalent U 0.740 2.31 1 08/28/2020 18:21 WG1533425
Mercury by Method 7471A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Mercury 0.0604 0.0208 0.0462 1 08/26/2020 11:46 WG1532261
Metals (ICPMS) by Method 6020
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 7.21 0.488 1.16 5 08/26/2020 19:39 WG1532137
Barium 117 1.44 2.89 5 08/26/2020 19:39 WG1532137
Cadmium 0.696 J 0.469 1.16 5 08/26/2020 19:39 WG1532137
Chromium 10.9 2.59 5.78 5 08/26/2020 19:39 WG1532137
Lead 48.8 1.16 2.31 5 08/26/2020 19:39 WG1532137
Nickel 7.84 1.39 2.89 5 08/26/2020 19:39 WG1532137
Selenium U 1.17 2.89 5 08/26/2020 19:39 WG1532137
Silver U 0.246 0.578 5 08/26/2020 19:39 WG1532137
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Acetone U 0.0479 0.0656 1 08/26/2020 15:24 WG1532594
Acrylonitrile U 0.00474 0.0164 1 08/26/2020 15:24 WG1532594
Benzene U 0.000613 0.00131 1 08/26/2020 15:24 WG1532594
Bromobenzene U 0.00118 0.0164 1 08/26/2020 15:24 WG1532594
Bromodichloromethane U 0.000952 0.00328 1 08/26/2020 15:24 WG1532594
Bromoform U 0.00154 0.0328 1 08/26/2020 15:24 WG1532594
Bromomethane U 0.00259 0.0164 1 08/26/2020 15:24 WG1532594
n-Butylbenzene U 0.00689 0.0164 1 08/26/2020 15:24 WG1532594
sec-Butylbenzene U 0.00378 0.0164 1 08/26/2020 15:24 WG1532594
tert-Butylbenzene U 0.00256 0.00656 1 08/26/2020 15:24 WG1532594
Carbon tetrachloride U 0.00118 0.00656 1 08/26/2020 15:24 WG1532594
Chlorobenzene U 0.000276 0.00328 1 08/26/2020 15:24 WG1532594
Chlorodibromomethane U 0.000803 0.00328 1 08/26/2020 15:24 WG1532594
Chloroethane U 0.00223 0.00656 1 08/26/2020 15:24 WG1532594
Chloroform U 0.00135 0.00328 1 08/26/2020 15:24 WG1532594
Chloromethane U 0.00571 0.0164 1 08/26/2020 15:24 WG1532594
2-Chlorotoluene U 0.00114 0.00328 1 08/26/2020 15:24 WG1532594
4-Chlorotoluene U 0.000591 0.00656 1 08/26/2020 15:24 WG1532594
1,2-Dibromo-3-Chloropropane U 0.00512 0.0328 1 08/26/2020 15:24 WG1532594
1,2-Dibromoethane U 0.000851 0.00328 1 08/26/2020 15:24 WG1532594
Dibromomethane U 0.000985 0.00656 1 08/26/2020 15:24 WG1532594
1,2-Dichlorobenzene U 0.000558 0.00656 1 08/26/2020 15:24 WG1532594
1,3-Dichlorobenzene U 0.000788 0.00656 1 08/26/2020 15:24 WG1532594
1,4-Dichlorobenzene U 0.000919 0.00656 1 08/26/2020 15:24 WG1532594
Dichlorodifluoromethane U 0.00211 0.00328 1 08/26/2020 15:24 WG1532594
1,1-Dichloroethane U 0.000645 0.00328 1 08/26/2020 15:24 WG1532594
1,2-Dichloroethane U 0.000852 0.00328 1 08/26/2020 15:24 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 20
L1253135
B-10 @ 2'
Collected date/time: 08/18/20 13:14
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
1,1-Dichloroethene U 0.000795 0.00328 1 08/26/2020 15:24 WG1532594
cis-1,2-Dichloroethene U 0.000964 0.00328 1 08/26/2020 15:24 WG1532594
trans-1,2-Dichloroethene U 0.00137 0.00656 1 08/26/2020 15:24 WG1532594
1,2-Dichloropropane U 0.00186 0.00656 1 08/26/2020 15:24 WG1532594
1,1-Dichloropropene U 0.00106 0.00328 1 08/26/2020 15:24 WG1532594
1,3-Dichloropropane U 0.000658 0.00656 1 08/26/2020 15:24 WG1532594
cis-1,3-Dichloropropene U 0.000994 0.00328 1 08/26/2020 15:24 WG1532594
trans-1,3-Dichloropropene U 0.00150 0.00656 1 08/26/2020 15:24 WG1532594
2,2-Dichloropropane U 0.00181 0.00328 1 08/26/2020 15:24 WG1532594
Di-isopropyl ether U 0.000538 0.00131 1 08/26/2020 15:24 WG1532594
Ethylbenzene U 0.000967 0.00328 1 08/26/2020 15:24 WG1532594
Hexachloro-1,3-butadiene U 0.00788 0.0328 1 08/26/2020 15:24 WG1532594
Isopropylbenzene U 0.000558 0.00328 1 08/26/2020 15:24 WG1532594
p-Isopropyltoluene U 0.00335 0.00656 1 08/26/2020 15:24 WG1532594
2-Butanone (MEK)U 0.0834 0.131 1 08/26/2020 15:24 WG1532594
Methylene Chloride U 0.00872 0.0328 1 08/26/2020 15:24 WG1532594
4-Methyl-2-pentanone (MIBK)U 0.00299 0.0328 1 08/26/2020 15:24 WG1532594
Methyl tert-butyl ether U 0.000459 0.00131 1 08/26/2020 15:24 WG1532594
Naphthalene U 0.00641 0.0164 1 08/26/2020 15:24 WG1532594
n-Propylbenzene U 0.00125 0.00656 1 08/26/2020 15:24 WG1532594
Styrene U 0.000301 0.0164 1 08/26/2020 15:24 WG1532594
1,1,1,2-Tetrachloroethane U 0.00124 0.00328 1 08/26/2020 15:24 WG1532594
1,1,2,2-Tetrachloroethane U 0.000912 0.00328 1 08/26/2020 15:24 WG1532594
1,1,2-Trichlorotrifluoroethane U 0.000990 0.00328 1 08/26/2020 15:24 WG1532594
Tetrachloroethene 0.0228 0.00118 0.00328 1 08/26/2020 15:24 WG1532594
Toluene U 0.00171 0.00656 1 08/26/2020 15:24 WG1532594
1,2,3-Trichlorobenzene U 0.00962 0.0164 1 08/26/2020 15:24 WG1532594
1,2,4-Trichlorobenzene U 0.00578 0.0164 1 08/26/2020 15:24 WG1532594
1,1,1-Trichloroethane U 0.00121 0.00328 1 08/26/2020 15:24 WG1532594
1,1,2-Trichloroethane U 0.000784 0.00328 1 08/26/2020 15:24 WG1532594
Trichloroethene U 0.000767 0.00131 1 08/26/2020 15:24 WG1532594
Trichlorofluoromethane U 0.00109 0.00328 1 08/26/2020 15:24 WG1532594
1,2,3-Trichloropropane U 0.00213 0.0164 1 08/26/2020 15:24 WG1532594
1,2,4-Trimethylbenzene U 0.00207 0.00656 1 08/26/2020 15:24 WG1532594
1,2,3-Trimethylbenzene U 0.00207 0.00656 1 08/26/2020 15:24 WG1532594
1,3,5-Trimethylbenzene U 0.00263 0.00656 1 08/26/2020 15:24 WG1532594
Vinyl chloride U 0.00152 0.00328 1 08/26/2020 15:24 WG1532594
Xylenes, Total U 0.00116 0.00853 1 08/26/2020 15:24 WG1532594
(S) Toluene-d8 106 75.0-131 08/26/2020 15:24 WG1532594
(S) 4-Bromofluorobenzene 94.9 67.0-138 08/26/2020 15:24 WG1532594
(S) 1,2-Dichloroethane-d4 99.7 70.0-130 08/26/2020 15:24 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 21
L1253135
B-10 @ 7'
Collected date/time: 08/18/20 13:18
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 60.6 1 08/26/2020 23:14 WG1532076
Wet Chemistry by Method 3060A/7196A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Chromium,Hexavalent 3.93 1.06 3.30 1 08/28/2020 18:24 WG1533425
Mercury by Method 7471A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Mercury U 0.0297 0.0660 1 08/26/2020 10:49 WG1532261
Metals (ICPMS) by Method 6020
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 12.3 0.696 1.65 5 08/26/2020 19:42 WG1532137
Barium 203 2.06 4.13 5 08/26/2020 19:42 WG1532137
Cadmium U 0.670 1.65 5 08/26/2020 19:42 WG1532137
Chromium 25.2 3.70 8.25 5 08/26/2020 19:42 WG1532137
Lead 10.8 1.65 3.30 5 08/26/2020 19:42 WG1532137
Nickel 17.8 1.98 4.13 5 08/26/2020 19:42 WG1532137
Selenium 2.14 J 1.67 4.13 5 08/26/2020 19:42 WG1532137
Silver U 0.352 0.825 5 08/26/2020 19:42 WG1532137
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Acetone U 0.0840 0.115 1 08/26/2020 15:43 WG1532594
Acrylonitrile U 0.00831 0.0288 1 08/26/2020 15:43 WG1532594
Benzene U 0.00108 0.00230 1 08/26/2020 15:43 WG1532594
Bromobenzene U 0.00207 0.0288 1 08/26/2020 15:43 WG1532594
Bromodichloromethane U 0.00167 0.00576 1 08/26/2020 15:43 WG1532594
Bromoform U 0.00269 0.0576 1 08/26/2020 15:43 WG1532594
Bromomethane U 0.00454 0.0288 1 08/26/2020 15:43 WG1532594
n-Butylbenzene U 0.0121 0.0288 1 08/26/2020 15:43 WG1532594
sec-Butylbenzene U 0.00663 0.0288 1 08/26/2020 15:43 WG1532594
tert-Butylbenzene U 0.00449 0.0115 1 08/26/2020 15:43 WG1532594
Carbon tetrachloride U 0.00207 0.0115 1 08/26/2020 15:43 WG1532594
Chlorobenzene U 0.000483 0.00576 1 08/26/2020 15:43 WG1532594
Chlorodibromomethane U 0.00141 0.00576 1 08/26/2020 15:43 WG1532594
Chloroethane U 0.00391 0.0115 1 08/26/2020 15:43 WG1532594
Chloroform U 0.00237 0.00576 1 08/26/2020 15:43 WG1532594
Chloromethane U 0.0100 0.0288 1 08/26/2020 15:43 WG1532594
2-Chlorotoluene U 0.00199 0.00576 1 08/26/2020 15:43 WG1532594
4-Chlorotoluene U 0.00104 0.0115 1 08/26/2020 15:43 WG1532594
1,2-Dibromo-3-Chloropropane U 0.00898 0.0576 1 08/26/2020 15:43 WG1532594
1,2-Dibromoethane U 0.00149 0.00576 1 08/26/2020 15:43 WG1532594
Dibromomethane U 0.00173 0.0115 1 08/26/2020 15:43 WG1532594
1,2-Dichlorobenzene U 0.000978 0.0115 1 08/26/2020 15:43 WG1532594
1,3-Dichlorobenzene U 0.00138 0.0115 1 08/26/2020 15:43 WG1532594
1,4-Dichlorobenzene U 0.00161 0.0115 1 08/26/2020 15:43 WG1532594
Dichlorodifluoromethane U 0.00371 0.00576 1 08/26/2020 15:43 WG1532594
1,1-Dichloroethane U 0.00113 0.00576 1 08/26/2020 15:43 WG1532594
1,2-Dichloroethane U 0.00149 0.00576 1 08/26/2020 15:43 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 21
L1253135
B-10 @ 7'
Collected date/time: 08/18/20 13:18
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
1,1-Dichloroethene U 0.00140 0.00576 1 08/26/2020 15:43 WG1532594
cis-1,2-Dichloroethene U 0.00169 0.00576 1 08/26/2020 15:43 WG1532594
trans-1,2-Dichloroethene U 0.00239 0.0115 1 08/26/2020 15:43 WG1532594
1,2-Dichloropropane U 0.00327 0.0115 1 08/26/2020 15:43 WG1532594
1,1-Dichloropropene U 0.00186 0.00576 1 08/26/2020 15:43 WG1532594
1,3-Dichloropropane U 0.00115 0.0115 1 08/26/2020 15:43 WG1532594
cis-1,3-Dichloropropene U 0.00174 0.00576 1 08/26/2020 15:43 WG1532594
trans-1,3-Dichloropropene U 0.00262 0.0115 1 08/26/2020 15:43 WG1532594
2,2-Dichloropropane U 0.00318 0.00576 1 08/26/2020 15:43 WG1532594
Di-isopropyl ether U 0.000944 0.00230 1 08/26/2020 15:43 WG1532594
Ethylbenzene U 0.00170 0.00576 1 08/26/2020 15:43 WG1532594
Hexachloro-1,3-butadiene U 0.0138 0.0576 1 08/26/2020 15:43 WG1532594
Isopropylbenzene U 0.000978 0.00576 1 08/26/2020 15:43 WG1532594
p-Isopropyltoluene U 0.00587 0.0115 1 08/26/2020 15:43 WG1532594
2-Butanone (MEK)U 0.146 0.230 1 08/26/2020 15:43 WG1532594
Methylene Chloride U 0.0153 0.0576 1 08/26/2020 15:43 WG1532594
4-Methyl-2-pentanone (MIBK)U 0.00525 0.0576 1 08/26/2020 15:43 WG1532594
Methyl tert-butyl ether U 0.000806 0.00230 1 08/26/2020 15:43 WG1532594
Naphthalene U 0.0112 0.0288 1 08/26/2020 15:43 WG1532594
n-Propylbenzene U 0.00219 0.0115 1 08/26/2020 15:43 WG1532594
Styrene U 0.000527 0.0288 1 08/26/2020 15:43 WG1532594
1,1,1,2-Tetrachloroethane U 0.00218 0.00576 1 08/26/2020 15:43 WG1532594
1,1,2,2-Tetrachloroethane U 0.00160 0.00576 1 08/26/2020 15:43 WG1532594
1,1,2-Trichlorotrifluoroethane U 0.00174 0.00576 1 08/26/2020 15:43 WG1532594
Tetrachloroethene 0.0208 0.00206 0.00576 1 08/26/2020 15:43 WG1532594
Toluene U 0.00299 0.0115 1 08/26/2020 15:43 WG1532594
1,2,3-Trichlorobenzene U 0.0169 0.0288 1 08/26/2020 15:43 WG1532594
1,2,4-Trichlorobenzene U 0.0101 0.0288 1 08/26/2020 15:43 WG1532594
1,1,1-Trichloroethane U 0.00212 0.00576 1 08/26/2020 15:43 WG1532594
1,1,2-Trichloroethane U 0.00137 0.00576 1 08/26/2020 15:43 WG1532594
Trichloroethene U 0.00134 0.00230 1 08/26/2020 15:43 WG1532594
Trichlorofluoromethane U 0.00190 0.00576 1 08/26/2020 15:43 WG1532594
1,2,3-Trichloropropane U 0.00373 0.0288 1 08/26/2020 15:43 WG1532594
1,2,4-Trimethylbenzene U 0.00364 0.0115 1 08/26/2020 15:43 WG1532594
1,2,3-Trimethylbenzene U 0.00364 0.0115 1 08/26/2020 15:43 WG1532594
1,3,5-Trimethylbenzene U 0.00460 0.0115 1 08/26/2020 15:43 WG1532594
Vinyl chloride U 0.00267 0.00576 1 08/26/2020 15:43 WG1532594
Xylenes, Total U 0.00203 0.0150 1 08/26/2020 15:43 WG1532594
(S) Toluene-d8 104 75.0-131 08/26/2020 15:43 WG1532594
(S) 4-Bromofluorobenzene 92.6 67.0-138 08/26/2020 15:43 WG1532594
(S) 1,2-Dichloroethane-d4 100 70.0-130 08/26/2020 15:43 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 22
L1253135
B-10 GW
Collected date/time: 08/18/20 13:35
Wet Chemistry by Method 7199
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Hexavalent Chromium 0.185 0.00150 0.00500 10 08/24/2020 23:30 WG1531101
Mercury by Method 7470A
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Mercury U 0.000100 0.000200 1 08/24/2020 13:46 WG1530995
Metals (ICPMS) by Method 6020
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Arsenic 0.00384 0.000735 0.00200 1 08/26/2020 00:41 WG1531332
Barium 0.0867 0.00778 0.0200 1 08/26/2020 00:41 WG1531332
Cadmium U 0.000478 0.00100 1 08/26/2020 00:41 WG1531332
Chromium 0.110 0.00149 0.00200 1 08/26/2020 00:41 WG1531332
Lead U 0.00249 0.00500 1 08/26/2020 00:41 WG1531332
Nickel 0.0386 0.000952 0.00200 1 08/26/2020 00:41 WG1531332
Selenium 0.00698 0.000657 0.00200 1 08/26/2020 10:32 WG1531332
Silver U 0.000513 0.00200 1 08/26/2020 00:41 WG1531332
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Acetone U 0.0113 0.0500 1 08/24/2020 02:40 WG1531158
Acrolein U 0.00254 0.0500 1 08/24/2020 02:40 WG1531158
Acrylonitrile U J3 0.000671 0.0100 1 08/24/2020 02:40 WG1531158
Benzene 0.000578 J 0.0000941 0.00100 1 08/24/2020 02:40 WG1531158
Bromobenzene U 0.000118 0.00100 1 08/24/2020 02:40 WG1531158
Bromodichloromethane U 0.000136 0.00100 1 08/24/2020 02:40 WG1531158
Bromoform U 0.000129 0.00100 1 08/24/2020 02:40 WG1531158
Bromomethane U 0.000605 0.00500 1 08/24/2020 02:40 WG1531158
n-Butylbenzene U J4 0.000157 0.00100 1 08/24/2020 02:40 WG1531158
sec-Butylbenzene U 0.000125 0.00100 1 08/24/2020 02:40 WG1531158
tert-Butylbenzene U 0.000127 0.00100 1 08/24/2020 02:40 WG1531158
Carbon tetrachloride U 0.000128 0.00100 1 08/24/2020 02:40 WG1531158
Chlorobenzene U 0.000116 0.00100 1 08/24/2020 02:40 WG1531158
Chlorodibromomethane U 0.000140 0.00100 1 08/24/2020 02:40 WG1531158
Chloroethane U 0.000192 0.00500 1 08/24/2020 02:40 WG1531158
2-Chloroethyl vinyl ether U 0.000575 0.0500 1 08/24/2020 02:40 WG1531158
Chloroform 0.000303 J 0.000111 0.00500 1 08/24/2020 02:40 WG1531158
Chloromethane U 0.000960 0.00250 1 08/24/2020 02:40 WG1531158
2-Chlorotoluene U 0.000106 0.00100 1 08/24/2020 02:40 WG1531158
4-Chlorotoluene U 0.000114 0.00100 1 08/24/2020 02:40 WG1531158
1,2-Dibromo-3-Chloropropane U 0.000276 0.00500 1 08/24/2020 02:40 WG1531158
1,2-Dibromoethane U 0.000126 0.00100 1 08/24/2020 02:40 WG1531158
Dibromomethane U 0.000122 0.00100 1 08/24/2020 02:40 WG1531158
1,2-Dichlorobenzene U J4 0.000107 0.00100 1 08/24/2020 02:40 WG1531158
1,3-Dichlorobenzene U 0.000110 0.00100 1 08/24/2020 02:40 WG1531158
1,4-Dichlorobenzene U 0.000120 0.00100 1 08/24/2020 02:40 WG1531158
Dichlorodifluoromethane U 0.000374 0.00500 1 08/24/2020 02:40 WG1531158
1,1-Dichloroethane U 0.000100 0.00100 1 08/24/2020 02:40 WG1531158
1,2-Dichloroethane U 0.0000819 0.00100 1 08/24/2020 02:40 WG1531158
1,1-Dichloroethene U 0.000188 0.00100 1 08/24/2020 02:40 WG1531158
cis-1,2-Dichloroethene U 0.000126 0.00100 1 08/24/2020 02:40 WG1531158
trans-1,2-Dichloroethene U 0.000149 0.00100 1 08/24/2020 02:40 WG1531158
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 22
L1253135
B-10 GW
Collected date/time: 08/18/20 13:35
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
1,2-Dichloropropane U 0.000149 0.00100 1 08/24/2020 02:40 WG1531158
1,1-Dichloropropene U 0.000142 0.00100 1 08/24/2020 02:40 WG1531158
1,3-Dichloropropane U 0.000110 0.00100 1 08/24/2020 02:40 WG1531158
cis-1,3-Dichloropropene U 0.000111 0.00100 1 08/24/2020 02:40 WG1531158
trans-1,3-Dichloropropene U 0.000118 0.00100 1 08/24/2020 02:40 WG1531158
2,2-Dichloropropane U 0.000161 0.00100 1 08/24/2020 02:40 WG1531158
Di-isopropyl ether U 0.000105 0.00100 1 08/24/2020 02:40 WG1531158
Ethylbenzene U 0.000137 0.00100 1 08/24/2020 02:40 WG1531158
Hexachloro-1,3-butadiene U 0.000337 0.00100 1 08/24/2020 02:40 WG1531158
Isopropylbenzene U 0.000105 0.00100 1 08/24/2020 02:40 WG1531158
p-Isopropyltoluene U 0.000120 0.00100 1 08/24/2020 02:40 WG1531158
2-Butanone (MEK)U 0.00119 0.0100 1 08/24/2020 02:40 WG1531158
Methylene Chloride U 0.000430 0.00500 1 08/24/2020 02:40 WG1531158
4-Methyl-2-pentanone (MIBK)U 0.000478 0.0100 1 08/24/2020 02:40 WG1531158
Methyl tert-butyl ether U 0.000101 0.00100 1 08/24/2020 02:40 WG1531158
Naphthalene U 0.00100 0.00500 1 08/24/2020 02:40 WG1531158
n-Propylbenzene U 0.0000993 0.00100 1 08/24/2020 02:40 WG1531158
Styrene U 0.000118 0.00100 1 08/24/2020 02:40 WG1531158
1,1,1,2-Tetrachloroethane U 0.000147 0.00100 1 08/24/2020 02:40 WG1531158
1,1,2,2-Tetrachloroethane U 0.000133 0.00100 1 08/24/2020 02:40 WG1531158
1,1,2-Trichlorotrifluoroethane U 0.000180 0.00100 1 08/24/2020 02:40 WG1531158
Tetrachloroethene 0.000316 J 0.000300 0.00100 1 08/24/2020 02:40 WG1531158
Toluene 0.000679 J 0.000278 0.00100 1 08/24/2020 02:40 WG1531158
1,2,3-Trichlorobenzene U 0.000230 0.00100 1 08/24/2020 02:40 WG1531158
1,2,4-Trichlorobenzene U 0.000481 0.00100 1 08/24/2020 02:40 WG1531158
1,1,1-Trichloroethane U 0.000149 0.00100 1 08/24/2020 02:40 WG1531158
1,1,2-Trichloroethane U 0.000158 0.00100 1 08/24/2020 02:40 WG1531158
Trichloroethene U 0.000190 0.00100 1 08/24/2020 02:40 WG1531158
Trichlorofluoromethane U 0.000160 0.00500 1 08/24/2020 02:40 WG1531158
1,2,3-Trichloropropane U 0.000237 0.00250 1 08/24/2020 02:40 WG1531158
1,2,4-Trimethylbenzene U 0.000322 0.00100 1 08/24/2020 02:40 WG1531158
1,2,3-Trimethylbenzene U 0.000104 0.00100 1 08/24/2020 02:40 WG1531158
1,3,5-Trimethylbenzene U 0.000104 0.00100 1 08/24/2020 02:40 WG1531158
Vinyl chloride U 0.000234 0.00100 1 08/24/2020 02:40 WG1531158
Xylenes, Total 0.000344 J 0.000174 0.00300 1 08/24/2020 02:40 WG1531158
(S) Toluene-d8 105 80.0-120 08/24/2020 02:40 WG1531158
(S) 4-Bromofluorobenzene 106 77.0-126 08/24/2020 02:40 WG1531158
(S) 1,2-Dichloroethane-d4 96.1 70.0-130 08/24/2020 02:40 WG1531158
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 23
L1253135
B-11 @ 1.5'
Collected date/time: 08/18/20 13:56
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 83.6 1 08/26/2020 23:14 WG1532076
Wet Chemistry by Method 3060A/7196A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Chromium,Hexavalent U 0.766 2.39 1 08/28/2020 18:25 WG1533425
Mercury by Method 7471A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Mercury 0.0294 J 0.0215 0.0478 1 08/26/2020 11:53 WG1532261
Metals (ICPMS) by Method 6020
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 9.59 0.505 1.20 5 08/26/2020 19:46 WG1532137
Barium 129 1.50 2.99 5 08/26/2020 19:46 WG1532137
Cadmium 0.546 J 0.486 1.20 5 08/26/2020 19:46 WG1532137
Chromium 12.7 2.68 5.98 5 08/26/2020 19:46 WG1532137
Lead 31.9 1.20 2.39 5 08/26/2020 19:46 WG1532137
Nickel 9.48 1.44 2.99 5 08/26/2020 19:46 WG1532137
Selenium U 1.21 2.99 5 08/26/2020 19:46 WG1532137
Silver U 0.255 0.598 5 08/26/2020 19:46 WG1532137
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Acetone U 0.0508 0.0696 1 08/26/2020 16:02 WG1532594
Acrylonitrile U 0.00503 0.0174 1 08/26/2020 16:02 WG1532594
Benzene U 0.000650 0.00139 1 08/26/2020 16:02 WG1532594
Bromobenzene U 0.00125 0.0174 1 08/26/2020 16:02 WG1532594
Bromodichloromethane U 0.00101 0.00348 1 08/26/2020 16:02 WG1532594
Bromoform U 0.00163 0.0348 1 08/26/2020 16:02 WG1532594
Bromomethane U 0.00274 0.0174 1 08/26/2020 16:02 WG1532594
n-Butylbenzene U 0.00731 0.0174 1 08/26/2020 16:02 WG1532594
sec-Butylbenzene U 0.00401 0.0174 1 08/26/2020 16:02 WG1532594
tert-Butylbenzene U 0.00272 0.00696 1 08/26/2020 16:02 WG1532594
Carbon tetrachloride U 0.00125 0.00696 1 08/26/2020 16:02 WG1532594
Chlorobenzene U 0.000292 0.00348 1 08/26/2020 16:02 WG1532594
Chlorodibromomethane U 0.000852 0.00348 1 08/26/2020 16:02 WG1532594
Chloroethane U 0.00237 0.00696 1 08/26/2020 16:02 WG1532594
Chloroform U 0.00143 0.00348 1 08/26/2020 16:02 WG1532594
Chloromethane U 0.00606 0.0174 1 08/26/2020 16:02 WG1532594
2-Chlorotoluene U 0.00120 0.00348 1 08/26/2020 16:02 WG1532594
4-Chlorotoluene U 0.000627 0.00696 1 08/26/2020 16:02 WG1532594
1,2-Dibromo-3-Chloropropane U 0.00543 0.0348 1 08/26/2020 16:02 WG1532594
1,2-Dibromoethane U 0.000903 0.00348 1 08/26/2020 16:02 WG1532594
Dibromomethane U 0.00104 0.00696 1 08/26/2020 16:02 WG1532594
1,2-Dichlorobenzene U 0.000592 0.00696 1 08/26/2020 16:02 WG1532594
1,3-Dichlorobenzene U 0.000836 0.00696 1 08/26/2020 16:02 WG1532594
1,4-Dichlorobenzene U 0.000975 0.00696 1 08/26/2020 16:02 WG1532594
Dichlorodifluoromethane U 0.00224 0.00348 1 08/26/2020 16:02 WG1532594
1,1-Dichloroethane U 0.000684 0.00348 1 08/26/2020 16:02 WG1532594
1,2-Dichloroethane U 0.000904 0.00348 1 08/26/2020 16:02 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 23
L1253135
B-11 @ 1.5'
Collected date/time: 08/18/20 13:56
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
1,1-Dichloroethene U 0.000844 0.00348 1 08/26/2020 16:02 WG1532594
cis-1,2-Dichloroethene U 0.00102 0.00348 1 08/26/2020 16:02 WG1532594
trans-1,2-Dichloroethene U 0.00145 0.00696 1 08/26/2020 16:02 WG1532594
1,2-Dichloropropane U 0.00198 0.00696 1 08/26/2020 16:02 WG1532594
1,1-Dichloropropene U 0.00113 0.00348 1 08/26/2020 16:02 WG1532594
1,3-Dichloropropane U 0.000698 0.00696 1 08/26/2020 16:02 WG1532594
cis-1,3-Dichloropropene U 0.00105 0.00348 1 08/26/2020 16:02 WG1532594
trans-1,3-Dichloropropene U 0.00159 0.00696 1 08/26/2020 16:02 WG1532594
2,2-Dichloropropane U 0.00192 0.00348 1 08/26/2020 16:02 WG1532594
Di-isopropyl ether U 0.000571 0.00139 1 08/26/2020 16:02 WG1532594
Ethylbenzene U 0.00103 0.00348 1 08/26/2020 16:02 WG1532594
Hexachloro-1,3-butadiene U 0.00836 0.0348 1 08/26/2020 16:02 WG1532594
Isopropylbenzene U 0.000592 0.00348 1 08/26/2020 16:02 WG1532594
p-Isopropyltoluene U 0.00355 0.00696 1 08/26/2020 16:02 WG1532594
2-Butanone (MEK)U 0.0884 0.139 1 08/26/2020 16:02 WG1532594
Methylene Chloride U 0.00925 0.0348 1 08/26/2020 16:02 WG1532594
4-Methyl-2-pentanone (MIBK)U 0.00318 0.0348 1 08/26/2020 16:02 WG1532594
Methyl tert-butyl ether U 0.000487 0.00139 1 08/26/2020 16:02 WG1532594
Naphthalene U 0.00680 0.0174 1 08/26/2020 16:02 WG1532594
n-Propylbenzene U 0.00132 0.00696 1 08/26/2020 16:02 WG1532594
Styrene U 0.000319 0.0174 1 08/26/2020 16:02 WG1532594
1,1,1,2-Tetrachloroethane U 0.00132 0.00348 1 08/26/2020 16:02 WG1532594
1,1,2,2-Tetrachloroethane U 0.000968 0.00348 1 08/26/2020 16:02 WG1532594
1,1,2-Trichlorotrifluoroethane U 0.00105 0.00348 1 08/26/2020 16:02 WG1532594
Tetrachloroethene 0.00457 0.00125 0.00348 1 08/26/2020 16:02 WG1532594
Toluene U 0.00181 0.00696 1 08/26/2020 16:02 WG1532594
1,2,3-Trichlorobenzene U 0.0102 0.0174 1 08/26/2020 16:02 WG1532594
1,2,4-Trichlorobenzene U 0.00613 0.0174 1 08/26/2020 16:02 WG1532594
1,1,1-Trichloroethane U 0.00129 0.00348 1 08/26/2020 16:02 WG1532594
1,1,2-Trichloroethane U 0.000832 0.00348 1 08/26/2020 16:02 WG1532594
Trichloroethene U 0.000813 0.00139 1 08/26/2020 16:02 WG1532594
Trichlorofluoromethane U 0.00115 0.00348 1 08/26/2020 16:02 WG1532594
1,2,3-Trichloropropane U 0.00226 0.0174 1 08/26/2020 16:02 WG1532594
1,2,4-Trimethylbenzene U 0.00220 0.00696 1 08/26/2020 16:02 WG1532594
1,2,3-Trimethylbenzene U 0.00220 0.00696 1 08/26/2020 16:02 WG1532594
1,3,5-Trimethylbenzene U 0.00279 0.00696 1 08/26/2020 16:02 WG1532594
Vinyl chloride U 0.00162 0.00348 1 08/26/2020 16:02 WG1532594
Xylenes, Total U 0.00123 0.00905 1 08/26/2020 16:02 WG1532594
(S) Toluene-d8 104 75.0-131 08/26/2020 16:02 WG1532594
(S) 4-Bromofluorobenzene 93.4 67.0-138 08/26/2020 16:02 WG1532594
(S) 1,2-Dichloroethane-d4 97.6 70.0-130 08/26/2020 16:02 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 24
L1253135
B-11 @ 8'
Collected date/time: 08/18/20 14:00
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 67.0 1 08/26/2020 23:14 WG1532076
Wet Chemistry by Method 3060A/7196A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Chromium,Hexavalent U 0.956 2.99 1 08/28/2020 18:25 WG1533425
Mercury by Method 7471A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Mercury U 0.0269 0.0597 1 08/26/2020 11:56 WG1532261
Metals (ICPMS) by Method 6020
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 8.02 0.630 1.49 5 08/26/2020 19:49 WG1532137
Barium 206 1.87 3.73 5 08/26/2020 19:49 WG1532137
Cadmium U 0.606 1.49 5 08/26/2020 19:49 WG1532137
Chromium 27.9 3.34 7.47 5 08/26/2020 19:49 WG1532137
Lead 12.3 1.49 2.99 5 08/26/2020 19:49 WG1532137
Nickel 20.0 1.79 3.73 5 08/26/2020 19:49 WG1532137
Selenium 1.88 J 1.51 3.73 5 08/26/2020 19:49 WG1532137
Silver U 0.318 0.747 5 08/26/2020 19:49 WG1532137
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Acetone U 0.0725 0.0993 1 08/26/2020 16:21 WG1532594
Acrylonitrile U 0.00717 0.0248 1 08/26/2020 16:21 WG1532594
Benzene 0.00174 J J3 0.000928 0.00199 1 08/26/2020 16:21 WG1532594
Bromobenzene U 0.00179 0.0248 1 08/26/2020 16:21 WG1532594
Bromodichloromethane U 0.00144 0.00497 1 08/26/2020 16:21 WG1532594
Bromoform U 0.00232 0.0497 1 08/26/2020 16:21 WG1532594
Bromomethane U 0.00391 0.0248 1 08/26/2020 16:21 WG1532594
n-Butylbenzene U J3 0.0104 0.0248 1 08/26/2020 16:21 WG1532594
sec-Butylbenzene U J3 0.00572 0.0248 1 08/26/2020 16:21 WG1532594
tert-Butylbenzene U J3 0.00387 0.00993 1 08/26/2020 16:21 WG1532594
Carbon tetrachloride U J3 0.00178 0.00993 1 08/26/2020 16:21 WG1532594
Chlorobenzene U 0.000417 0.00497 1 08/26/2020 16:21 WG1532594
Chlorodibromomethane U 0.00122 0.00497 1 08/26/2020 16:21 WG1532594
Chloroethane U J3 0.00338 0.00993 1 08/26/2020 16:21 WG1532594
Chloroform U J3 0.00205 0.00497 1 08/26/2020 16:21 WG1532594
Chloromethane U J3 J6 0.00864 0.0248 1 08/26/2020 16:21 WG1532594
2-Chlorotoluene U J3 0.00172 0.00497 1 08/26/2020 16:21 WG1532594
4-Chlorotoluene U 0.000894 0.00993 1 08/26/2020 16:21 WG1532594
1,2-Dibromo-3-Chloropropane U 0.00775 0.0497 1 08/26/2020 16:21 WG1532594
1,2-Dibromoethane U 0.00129 0.00497 1 08/26/2020 16:21 WG1532594
Dibromomethane U 0.00149 0.00993 1 08/26/2020 16:21 WG1532594
1,2-Dichlorobenzene U 0.000844 0.00993 1 08/26/2020 16:21 WG1532594
1,3-Dichlorobenzene U 0.00119 0.00993 1 08/26/2020 16:21 WG1532594
1,4-Dichlorobenzene U 0.00139 0.00993 1 08/26/2020 16:21 WG1532594
Dichlorodifluoromethane U J3 0.00320 0.00497 1 08/26/2020 16:21 WG1532594
1,1-Dichloroethane U J3 0.000975 0.00497 1 08/26/2020 16:21 WG1532594
1,2-Dichloroethane U 0.00129 0.00497 1 08/26/2020 16:21 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 24
L1253135
B-11 @ 8'
Collected date/time: 08/18/20 14:00
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
1,1-Dichloroethene U J3 0.00120 0.00497 1 08/26/2020 16:21 WG1532594
cis-1,2-Dichloroethene U 0.00146 0.00497 1 08/26/2020 16:21 WG1532594
trans-1,2-Dichloroethene U J3 0.00207 0.00993 1 08/26/2020 16:21 WG1532594
1,2-Dichloropropane U J3 0.00282 0.00993 1 08/26/2020 16:21 WG1532594
1,1-Dichloropropene U J3 0.00161 0.00497 1 08/26/2020 16:21 WG1532594
1,3-Dichloropropane U 0.000995 0.00993 1 08/26/2020 16:21 WG1532594
cis-1,3-Dichloropropene U 0.00150 0.00497 1 08/26/2020 16:21 WG1532594
trans-1,3-Dichloropropene U 0.00226 0.00993 1 08/26/2020 16:21 WG1532594
2,2-Dichloropropane U J3 0.00274 0.00497 1 08/26/2020 16:21 WG1532594
Di-isopropyl ether U 0.000814 0.00199 1 08/26/2020 16:21 WG1532594
Ethylbenzene U 0.00146 0.00497 1 08/26/2020 16:21 WG1532594
Hexachloro-1,3-butadiene U J3 0.0119 0.0497 1 08/26/2020 16:21 WG1532594
Isopropylbenzene U J3 0.000844 0.00497 1 08/26/2020 16:21 WG1532594
p-Isopropyltoluene U J3 0.00507 0.00993 1 08/26/2020 16:21 WG1532594
2-Butanone (MEK)U 0.126 0.199 1 08/26/2020 16:21 WG1532594
Methylene Chloride U J3 0.0132 0.0497 1 08/26/2020 16:21 WG1532594
4-Methyl-2-pentanone (MIBK)U 0.00453 0.0497 1 08/26/2020 16:21 WG1532594
Methyl tert-butyl ether U 0.000695 0.00199 1 08/26/2020 16:21 WG1532594
Naphthalene U 0.00969 0.0248 1 08/26/2020 16:21 WG1532594
n-Propylbenzene U J3 0.00189 0.00993 1 08/26/2020 16:21 WG1532594
Styrene U 0.000455 0.0248 1 08/26/2020 16:21 WG1532594
1,1,1,2-Tetrachloroethane U 0.00188 0.00497 1 08/26/2020 16:21 WG1532594
1,1,2,2-Tetrachloroethane U 0.00138 0.00497 1 08/26/2020 16:21 WG1532594
1,1,2-Trichlorotrifluoroethane U J3 0.00150 0.00497 1 08/26/2020 16:21 WG1532594
Tetrachloroethene 0.0154 J3 0.00178 0.00497 1 08/26/2020 16:21 WG1532594
Toluene 0.00288 J 0.00258 0.00993 1 08/26/2020 16:21 WG1532594
1,2,3-Trichlorobenzene U 0.0146 0.0248 1 08/26/2020 16:21 WG1532594
1,2,4-Trichlorobenzene U 0.00874 0.0248 1 08/26/2020 16:21 WG1532594
1,1,1-Trichloroethane U J3 0.00183 0.00497 1 08/26/2020 16:21 WG1532594
1,1,2-Trichloroethane U 0.00119 0.00497 1 08/26/2020 16:21 WG1532594
Trichloroethene U 0.00116 0.00199 1 08/26/2020 16:21 WG1532594
Trichlorofluoromethane U J3 0.00164 0.00497 1 08/26/2020 16:21 WG1532594
1,2,3-Trichloropropane U 0.00322 0.0248 1 08/26/2020 16:21 WG1532594
1,2,4-Trimethylbenzene U J3 0.00314 0.00993 1 08/26/2020 16:21 WG1532594
1,2,3-Trimethylbenzene U 0.00314 0.00993 1 08/26/2020 16:21 WG1532594
1,3,5-Trimethylbenzene U J3 0.00397 0.00993 1 08/26/2020 16:21 WG1532594
Vinyl chloride U J3 0.00230 0.00497 1 08/26/2020 16:21 WG1532594
Xylenes, Total U J3 0.00175 0.0129 1 08/26/2020 16:21 WG1532594
(S) Toluene-d8 103 75.0-131 08/26/2020 16:21 WG1532594
(S) 4-Bromofluorobenzene 96.9 67.0-138 08/26/2020 16:21 WG1532594
(S) 1,2-Dichloroethane-d4 97.6 70.0-130 08/26/2020 16:21 WG1532594
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 25
L1253135
B-11 GW
Collected date/time: 08/18/20 14:40
Wet Chemistry by Method 7199
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Hexavalent Chromium 0.00182 0.000150 0.000500 1 08/24/2020 18:17 WG1531101
Mercury by Method 7470A
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Mercury U 0.000100 0.000200 1 08/24/2020 13:48 WG1530995
Metals (ICPMS) by Method 6020
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Arsenic 0.00526 0.000735 0.00200 1 08/26/2020 00:45 WG1531332
Barium 0.0782 0.00778 0.0200 1 08/26/2020 00:45 WG1531332
Cadmium U 0.000478 0.00100 1 08/26/2020 00:45 WG1531332
Chromium 0.00242 0.00149 0.00200 1 08/26/2020 00:45 WG1531332
Lead U 0.00249 0.00500 1 08/26/2020 00:45 WG1531332
Nickel 0.0207 0.000952 0.00200 1 08/26/2020 00:45 WG1531332
Selenium 0.00244 0.000657 0.00200 1 08/26/2020 10:35 WG1531332
Silver U 0.000513 0.00200 1 08/26/2020 00:45 WG1531332
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Acetone U 0.0113 0.0500 1 08/24/2020 03:00 WG1531158
Acrolein U 0.00254 0.0500 1 08/24/2020 03:00 WG1531158
Acrylonitrile U J3 0.000671 0.0100 1 08/24/2020 03:00 WG1531158
Benzene 0.00422 0.0000941 0.00100 1 08/24/2020 03:00 WG1531158
Bromobenzene U 0.000118 0.00100 1 08/24/2020 03:00 WG1531158
Bromodichloromethane U 0.000136 0.00100 1 08/24/2020 03:00 WG1531158
Bromoform U 0.000129 0.00100 1 08/24/2020 03:00 WG1531158
Bromomethane U 0.000605 0.00500 1 08/24/2020 03:00 WG1531158
n-Butylbenzene U J4 0.000157 0.00100 1 08/24/2020 03:00 WG1531158
sec-Butylbenzene U 0.000125 0.00100 1 08/24/2020 03:00 WG1531158
tert-Butylbenzene U 0.000127 0.00100 1 08/24/2020 03:00 WG1531158
Carbon tetrachloride U 0.000128 0.00100 1 08/24/2020 03:00 WG1531158
Chlorobenzene U 0.000116 0.00100 1 08/24/2020 03:00 WG1531158
Chlorodibromomethane U 0.000140 0.00100 1 08/24/2020 03:00 WG1531158
Chloroethane U 0.000192 0.00500 1 08/24/2020 03:00 WG1531158
2-Chloroethyl vinyl ether U 0.000575 0.0500 1 08/24/2020 03:00 WG1531158
Chloroform U 0.000111 0.00500 1 08/24/2020 03:00 WG1531158
Chloromethane U 0.000960 0.00250 1 08/24/2020 03:00 WG1531158
2-Chlorotoluene U 0.000106 0.00100 1 08/24/2020 03:00 WG1531158
4-Chlorotoluene U 0.000114 0.00100 1 08/24/2020 03:00 WG1531158
1,2-Dibromo-3-Chloropropane U 0.000276 0.00500 1 08/24/2020 03:00 WG1531158
1,2-Dibromoethane U 0.000126 0.00100 1 08/24/2020 03:00 WG1531158
Dibromomethane U 0.000122 0.00100 1 08/24/2020 03:00 WG1531158
1,2-Dichlorobenzene U J4 0.000107 0.00100 1 08/24/2020 03:00 WG1531158
1,3-Dichlorobenzene U 0.000110 0.00100 1 08/24/2020 03:00 WG1531158
1,4-Dichlorobenzene U 0.000120 0.00100 1 08/24/2020 03:00 WG1531158
Dichlorodifluoromethane U 0.000374 0.00500 1 08/24/2020 03:00 WG1531158
1,1-Dichloroethane U 0.000100 0.00100 1 08/24/2020 03:00 WG1531158
1,2-Dichloroethane U 0.0000819 0.00100 1 08/24/2020 03:00 WG1531158
1,1-Dichloroethene U 0.000188 0.00100 1 08/24/2020 03:00 WG1531158
cis-1,2-Dichloroethene U 0.000126 0.00100 1 08/24/2020 03:00 WG1531158
trans-1,2-Dichloroethene U 0.000149 0.00100 1 08/24/2020 03:00 WG1531158
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 25
L1253135
B-11 GW
Collected date/time: 08/18/20 14:40
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
1,2-Dichloropropane U 0.000149 0.00100 1 08/24/2020 03:00 WG1531158
1,1-Dichloropropene U 0.000142 0.00100 1 08/24/2020 03:00 WG1531158
1,3-Dichloropropane U 0.000110 0.00100 1 08/24/2020 03:00 WG1531158
cis-1,3-Dichloropropene U 0.000111 0.00100 1 08/24/2020 03:00 WG1531158
trans-1,3-Dichloropropene U 0.000118 0.00100 1 08/24/2020 03:00 WG1531158
2,2-Dichloropropane U 0.000161 0.00100 1 08/24/2020 03:00 WG1531158
Di-isopropyl ether U 0.000105 0.00100 1 08/24/2020 03:00 WG1531158
Ethylbenzene 0.000684 J 0.000137 0.00100 1 08/24/2020 03:00 WG1531158
Hexachloro-1,3-butadiene U 0.000337 0.00100 1 08/24/2020 03:00 WG1531158
Isopropylbenzene U 0.000105 0.00100 1 08/24/2020 03:00 WG1531158
p-Isopropyltoluene U 0.000120 0.00100 1 08/24/2020 03:00 WG1531158
2-Butanone (MEK)U 0.00119 0.0100 1 08/24/2020 03:00 WG1531158
Methylene Chloride U 0.000430 0.00500 1 08/24/2020 03:00 WG1531158
4-Methyl-2-pentanone (MIBK)U 0.000478 0.0100 1 08/24/2020 03:00 WG1531158
Methyl tert-butyl ether U 0.000101 0.00100 1 08/24/2020 03:00 WG1531158
Naphthalene U 0.00100 0.00500 1 08/24/2020 03:00 WG1531158
n-Propylbenzene U 0.0000993 0.00100 1 08/24/2020 03:00 WG1531158
Styrene U 0.000118 0.00100 1 08/24/2020 03:00 WG1531158
1,1,1,2-Tetrachloroethane U 0.000147 0.00100 1 08/24/2020 03:00 WG1531158
1,1,2,2-Tetrachloroethane U 0.000133 0.00100 1 08/24/2020 03:00 WG1531158
1,1,2-Trichlorotrifluoroethane U 0.000180 0.00100 1 08/24/2020 03:00 WG1531158
Tetrachloroethene U 0.000300 0.00100 1 08/24/2020 03:00 WG1531158
Toluene 0.00415 0.000278 0.00100 1 08/24/2020 03:00 WG1531158
1,2,3-Trichlorobenzene U 0.000230 0.00100 1 08/24/2020 03:00 WG1531158
1,2,4-Trichlorobenzene U 0.000481 0.00100 1 08/24/2020 03:00 WG1531158
1,1,1-Trichloroethane U 0.000149 0.00100 1 08/24/2020 03:00 WG1531158
1,1,2-Trichloroethane U 0.000158 0.00100 1 08/24/2020 03:00 WG1531158
Trichloroethene U 0.000190 0.00100 1 08/24/2020 03:00 WG1531158
Trichlorofluoromethane U 0.000160 0.00500 1 08/24/2020 03:00 WG1531158
1,2,3-Trichloropropane U 0.000237 0.00250 1 08/24/2020 03:00 WG1531158
1,2,4-Trimethylbenzene U 0.000322 0.00100 1 08/24/2020 03:00 WG1531158
1,2,3-Trimethylbenzene 0.000104 J 0.000104 0.00100 1 08/24/2020 03:00 WG1531158
1,3,5-Trimethylbenzene U 0.000104 0.00100 1 08/24/2020 03:00 WG1531158
Vinyl chloride U 0.000234 0.00100 1 08/24/2020 03:00 WG1531158
Xylenes, Total 0.00179 J 0.000174 0.00300 1 08/24/2020 03:00 WG1531158
(S) Toluene-d8 103 80.0-120 08/24/2020 03:00 WG1531158
(S) 4-Bromofluorobenzene 107 77.0-126 08/24/2020 03:00 WG1531158
(S) 1,2-Dichloroethane-d4 95.3 70.0-130 08/24/2020 03:00 WG1531158
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 26
L1253135
B-7 @ 1.5'
Collected date/time: 08/18/20 15:22
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 83.7 1 08/26/2020 22:59 WG1532077
Wet Chemistry by Method 3060A/7196A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Chromium,Hexavalent U 0.764 2.39 1 08/28/2020 18:27 WG1533425
Mercury by Method 7471A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Mercury 0.0677 0.0215 0.0478 1 08/26/2020 20:38 WG1532533
Metals (ICPMS) by Method 6020
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 9.40 0.504 1.19 5 08/26/2020 17:02 WG1532138
Barium 123 1.49 2.99 5 08/26/2020 17:02 WG1532138
Cadmium 1.61 0.485 1.19 5 08/26/2020 17:02 WG1532138
Chromium 12.4 2.67 5.97 5 08/26/2020 17:02 WG1532138
Lead 88.3 1.19 2.39 5 08/26/2020 17:02 WG1532138
Nickel 9.05 1.43 2.99 5 08/26/2020 17:02 WG1532138
Selenium U 1.21 2.99 5 08/26/2020 17:02 WG1532138
Silver 0.261 J 0.254 0.597 5 08/26/2020 17:02 WG1532138
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Acetone U J3 0.0507 0.0694 1 08/27/2020 21:39 WG1532400
Acrylonitrile U 0.00501 0.0174 1 08/27/2020 21:39 WG1532400
Benzene U 0.000648 0.00139 1 08/27/2020 21:39 WG1532400
Bromobenzene U 0.00125 0.0174 1 08/27/2020 21:39 WG1532400
Bromodichloromethane U 0.00101 0.00347 1 08/27/2020 21:39 WG1532400
Bromoform U 0.00162 0.0347 1 08/27/2020 21:39 WG1532400
Bromomethane U 0.00274 0.0174 1 08/27/2020 21:39 WG1532400
n-Butylbenzene U 0.00729 0.0174 1 08/27/2020 21:39 WG1532400
sec-Butylbenzene U 0.00400 0.0174 1 08/27/2020 21:39 WG1532400
tert-Butylbenzene U 0.00271 0.00694 1 08/27/2020 21:39 WG1532400
Carbon tetrachloride U 0.00125 0.00694 1 08/27/2020 21:39 WG1532400
Chlorobenzene U 0.000292 0.00347 1 08/27/2020 21:39 WG1532400
Chlorodibromomethane U 0.000850 0.00347 1 08/27/2020 21:39 WG1532400
Chloroethane U 0.00236 0.00694 1 08/27/2020 21:39 WG1532400
Chloroform U 0.00143 0.00347 1 08/27/2020 21:39 WG1532400
Chloromethane U 0.00604 0.0174 1 08/27/2020 21:39 WG1532400
2-Chlorotoluene U 0.00120 0.00347 1 08/27/2020 21:39 WG1532400
4-Chlorotoluene U 0.000625 0.00694 1 08/27/2020 21:39 WG1532400
1,2-Dibromo-3-Chloropropane U 0.00541 0.0347 1 08/27/2020 21:39 WG1532400
1,2-Dibromoethane U 0.000900 0.00347 1 08/27/2020 21:39 WG1532400
Dibromomethane U 0.00104 0.00694 1 08/27/2020 21:39 WG1532400
1,2-Dichlorobenzene U 0.000590 0.00694 1 08/27/2020 21:39 WG1532400
1,3-Dichlorobenzene U 0.000833 0.00694 1 08/27/2020 21:39 WG1532400
1,4-Dichlorobenzene U 0.000972 0.00694 1 08/27/2020 21:39 WG1532400
Dichlorodifluoromethane U 0.00224 0.00347 1 08/27/2020 21:39 WG1532400
1,1-Dichloroethane U 0.000682 0.00347 1 08/27/2020 21:39 WG1532400
1,2-Dichloroethane U 0.000901 0.00347 1 08/27/2020 21:39 WG1532400
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 26
L1253135
B-7 @ 1.5'
Collected date/time: 08/18/20 15:22
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
1,1-Dichloroethene U 0.000841 0.00347 1 08/27/2020 21:39 WG1532400
cis-1,2-Dichloroethene U 0.00102 0.00347 1 08/27/2020 21:39 WG1532400
trans-1,2-Dichloroethene U 0.00144 0.00694 1 08/27/2020 21:39 WG1532400
1,2-Dichloropropane U 0.00197 0.00694 1 08/27/2020 21:39 WG1532400
1,1-Dichloropropene U 0.00112 0.00347 1 08/27/2020 21:39 WG1532400
1,3-Dichloropropane U 0.000696 0.00694 1 08/27/2020 21:39 WG1532400
cis-1,3-Dichloropropene U 0.00105 0.00347 1 08/27/2020 21:39 WG1532400
trans-1,3-Dichloropropene U 0.00158 0.00694 1 08/27/2020 21:39 WG1532400
2,2-Dichloropropane U 0.00192 0.00347 1 08/27/2020 21:39 WG1532400
Di-isopropyl ether U 0.000569 0.00139 1 08/27/2020 21:39 WG1532400
Ethylbenzene U 0.00102 0.00347 1 08/27/2020 21:39 WG1532400
Hexachloro-1,3-butadiene U 0.00833 0.0347 1 08/27/2020 21:39 WG1532400
Isopropylbenzene U 0.000590 0.00347 1 08/27/2020 21:39 WG1532400
p-Isopropyltoluene U 0.00354 0.00694 1 08/27/2020 21:39 WG1532400
2-Butanone (MEK)U 0.0882 0.139 1 08/27/2020 21:39 WG1532400
Methylene Chloride U 0.00922 0.0347 1 08/27/2020 21:39 WG1532400
4-Methyl-2-pentanone (MIBK)U 0.00317 0.0347 1 08/27/2020 21:39 WG1532400
Methyl tert-butyl ether U 0.000486 0.00139 1 08/27/2020 21:39 WG1532400
Naphthalene U 0.00678 0.0174 1 08/27/2020 21:39 WG1532400
n-Propylbenzene U 0.00132 0.00694 1 08/27/2020 21:39 WG1532400
Styrene 0.000417 J 0.000318 0.0174 1 08/27/2020 21:39 WG1532400
1,1,1,2-Tetrachloroethane U 0.00132 0.00347 1 08/27/2020 21:39 WG1532400
1,1,2,2-Tetrachloroethane U 0.000965 0.00347 1 08/27/2020 21:39 WG1532400
1,1,2-Trichlorotrifluoroethane U 0.00105 0.00347 1 08/27/2020 21:39 WG1532400
Tetrachloroethene U 0.00124 0.00347 1 08/27/2020 21:39 WG1532400
Toluene U 0.00180 0.00694 1 08/27/2020 21:39 WG1532400
1,2,3-Trichlorobenzene U 0.0102 0.0174 1 08/27/2020 21:39 WG1532400
1,2,4-Trichlorobenzene U 0.00611 0.0174 1 08/27/2020 21:39 WG1532400
1,1,1-Trichloroethane U 0.00128 0.00347 1 08/27/2020 21:39 WG1532400
1,1,2-Trichloroethane U 0.000829 0.00347 1 08/27/2020 21:39 WG1532400
Trichloroethene U 0.000811 0.00139 1 08/27/2020 21:39 WG1532400
Trichlorofluoromethane U 0.00115 0.00347 1 08/27/2020 21:39 WG1532400
1,2,3-Trichloropropane U 0.00225 0.0174 1 08/27/2020 21:39 WG1532400
1,2,4-Trimethylbenzene 0.00268 J 0.00219 0.00694 1 08/27/2020 21:39 WG1532400
1,2,3-Trimethylbenzene 0.00312 J 0.00219 0.00694 1 08/27/2020 21:39 WG1532400
1,3,5-Trimethylbenzene U 0.00278 0.00694 1 08/27/2020 21:39 WG1532400
Vinyl chloride U 0.00161 0.00347 1 08/27/2020 21:39 WG1532400
Xylenes, Total 0.00518 J 0.00122 0.00902 1 08/27/2020 21:39 WG1532400
(S) Toluene-d8 108 75.0-131 08/27/2020 21:39 WG1532400
(S) 4-Bromofluorobenzene 100 67.0-138 08/27/2020 21:39 WG1532400
(S) 1,2-Dichloroethane-d4 84.8 70.0-130 08/27/2020 21:39 WG1532400
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 27
L1253135
B-7 @7'
Collected date/time: 08/18/20 15:26
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 64.2 1 08/26/2020 22:59 WG1532077
Wet Chemistry by Method 3060A/7196A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Chromium,Hexavalent U 0.997 3.12 1 08/28/2020 18:29 WG1533425
Mercury by Method 7471A
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Mercury U 0.0280 0.0623 1 08/26/2020 20:41 WG1532533
Metals (ICPMS) by Method 6020
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 9.61 0.658 1.56 5 08/26/2020 17:05 WG1532138
Barium 219 1.95 3.90 5 08/26/2020 17:05 WG1532138
Cadmium U 0.633 1.56 5 08/26/2020 17:05 WG1532138
Chromium 32.4 3.49 7.79 5 08/26/2020 17:05 WG1532138
Lead 14.7 1.56 3.12 5 08/26/2020 17:05 WG1532138
Nickel 27.8 1.87 3.90 5 08/26/2020 17:05 WG1532138
Selenium 2.44 J 1.57 3.90 5 08/26/2020 17:05 WG1532138
Silver U 0.332 0.779 5 08/26/2020 17:05 WG1532138
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Acetone U 0.0780 0.107 1.01 08/27/2020 21:59 WG1532400
Acrylonitrile U 0.00772 0.0266 1.01 08/27/2020 21:59 WG1532400
Benzene U J3 0.000998 0.00213 1.01 08/27/2020 21:59 WG1532400
Bromobenzene U J3 0.00192 0.0266 1.01 08/27/2020 21:59 WG1532400
Bromodichloromethane U J3 0.00155 0.00535 1.01 08/27/2020 21:59 WG1532400
Bromoform U 0.00249 0.0535 1.01 08/27/2020 21:59 WG1532400
Bromomethane U J3 0.00421 0.0266 1.01 08/27/2020 21:59 WG1532400
n-Butylbenzene U J3 0.0112 0.0266 1.01 08/27/2020 21:59 WG1532400
sec-Butylbenzene U J3 0.00615 0.0266 1.01 08/27/2020 21:59 WG1532400
tert-Butylbenzene U J3 0.00416 0.0107 1.01 08/27/2020 21:59 WG1532400
Carbon tetrachloride U J3 0.00192 0.0107 1.01 08/27/2020 21:59 WG1532400
Chlorobenzene U J3 0.000448 0.00535 1.01 08/27/2020 21:59 WG1532400
Chlorodibromomethane U J3 0.00131 0.00535 1.01 08/27/2020 21:59 WG1532400
Chloroethane U J3 0.00364 0.0107 1.01 08/27/2020 21:59 WG1532400
Chloroform U J3 0.00220 0.00535 1.01 08/27/2020 21:59 WG1532400
Chloromethane U J3 0.00928 0.0266 1.01 08/27/2020 21:59 WG1532400
2-Chlorotoluene U J3 0.00185 0.00535 1.01 08/27/2020 21:59 WG1532400
4-Chlorotoluene U J3 0.000962 0.0107 1.01 08/27/2020 21:59 WG1532400
1,2-Dibromo-3-Chloropropane U 0.00833 0.0535 1.01 08/27/2020 21:59 WG1532400
1,2-Dibromoethane U J3 0.00138 0.00535 1.01 08/27/2020 21:59 WG1532400
Dibromomethane U 0.00160 0.0107 1.01 08/27/2020 21:59 WG1532400
1,2-Dichlorobenzene U J3 0.000907 0.0107 1.01 08/27/2020 21:59 WG1532400
1,3-Dichlorobenzene U J3 0.00128 0.0107 1.01 08/27/2020 21:59 WG1532400
1,4-Dichlorobenzene U J3 0.00149 0.0107 1.01 08/27/2020 21:59 WG1532400
Dichlorodifluoromethane U J3 J5 0.00345 0.00535 1.01 08/27/2020 21:59 WG1532400
1,1-Dichloroethane U J3 0.00105 0.00535 1.01 08/27/2020 21:59 WG1532400
1,2-Dichloroethane U J3 0.00138 0.00535 1.01 08/27/2020 21:59 WG1532400
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 27
L1253135
B-7 @7'
Collected date/time: 08/18/20 15:26
Volatile Organic Compounds (GC/MS) by Method 8260B
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
1,1-Dichloroethene U J3 0.00129 0.00535 1.01 08/27/2020 21:59 WG1532400
cis-1,2-Dichloroethene U J3 0.00157 0.00535 1.01 08/27/2020 21:59 WG1532400
trans-1,2-Dichloroethene U J3 0.00222 0.0107 1.01 08/27/2020 21:59 WG1532400
1,2-Dichloropropane U J3 0.00302 0.0107 1.01 08/27/2020 21:59 WG1532400
1,1-Dichloropropene U J3 0.00173 0.00535 1.01 08/27/2020 21:59 WG1532400
1,3-Dichloropropane U J3 0.00107 0.0107 1.01 08/27/2020 21:59 WG1532400
cis-1,3-Dichloropropene U J3 0.00162 0.00535 1.01 08/27/2020 21:59 WG1532400
trans-1,3-Dichloropropene U J3 0.00243 0.0107 1.01 08/27/2020 21:59 WG1532400
2,2-Dichloropropane U J3 0.00294 0.00535 1.01 08/27/2020 21:59 WG1532400
Di-isopropyl ether U J3 0.000875 0.00213 1.01 08/27/2020 21:59 WG1532400
Ethylbenzene U J3 0.00157 0.00535 1.01 08/27/2020 21:59 WG1532400
Hexachloro-1,3-butadiene U J3 0.0128 0.0535 1.01 08/27/2020 21:59 WG1532400
Isopropylbenzene U J3 0.000907 0.00535 1.01 08/27/2020 21:59 WG1532400
p-Isopropyltoluene U J3 0.00545 0.0107 1.01 08/27/2020 21:59 WG1532400
2-Butanone (MEK)U 0.135 0.213 1.01 08/27/2020 21:59 WG1532400
Methylene Chloride U J3 0.0142 0.0535 1.01 08/27/2020 21:59 WG1532400
4-Methyl-2-pentanone (MIBK)U 0.00486 0.0535 1.01 08/27/2020 21:59 WG1532400
Methyl tert-butyl ether U 0.000746 0.00213 1.01 08/27/2020 21:59 WG1532400
Naphthalene U 0.0104 0.0266 1.01 08/27/2020 21:59 WG1532400
n-Propylbenzene U J3 0.00203 0.0107 1.01 08/27/2020 21:59 WG1532400
Styrene 0.000693 J J3 0.000488 0.0266 1.01 08/27/2020 21:59 WG1532400
1,1,1,2-Tetrachloroethane U J3 0.00202 0.00535 1.01 08/27/2020 21:59 WG1532400
1,1,2,2-Tetrachloroethane U J3 0.00148 0.00535 1.01 08/27/2020 21:59 WG1532400
1,1,2-Trichlorotrifluoroethane U J3 0.00161 0.00535 1.01 08/27/2020 21:59 WG1532400
Tetrachloroethene U J3 0.00191 0.00535 1.01 08/27/2020 21:59 WG1532400
Toluene U J3 0.00277 0.0107 1.01 08/27/2020 21:59 WG1532400
1,2,3-Trichlorobenzene U 0.0156 0.0266 1.01 08/27/2020 21:59 WG1532400
1,2,4-Trichlorobenzene U J3 0.00939 0.0266 1.01 08/27/2020 21:59 WG1532400
1,1,1-Trichloroethane U J3 0.00197 0.00535 1.01 08/27/2020 21:59 WG1532400
1,1,2-Trichloroethane U J3 0.00127 0.00535 1.01 08/27/2020 21:59 WG1532400
Trichloroethene U J3 0.00125 0.00213 1.01 08/27/2020 21:59 WG1532400
Trichlorofluoromethane U J3 0.00177 0.00535 1.01 08/27/2020 21:59 WG1532400
1,2,3-Trichloropropane U 0.00347 0.0266 1.01 08/27/2020 21:59 WG1532400
1,2,4-Trimethylbenzene U J3 0.00338 0.0107 1.01 08/27/2020 21:59 WG1532400
1,2,3-Trimethylbenzene U J3 0.00338 0.0107 1.01 08/27/2020 21:59 WG1532400
1,3,5-Trimethylbenzene U J3 0.00427 0.0107 1.01 08/27/2020 21:59 WG1532400
Vinyl chloride U J3 0.00247 0.00535 1.01 08/27/2020 21:59 WG1532400
Xylenes, Total U J3 0.00188 0.0139 1.01 08/27/2020 21:59 WG1532400
(S) Toluene-d8 105 75.0-131 08/27/2020 21:59 WG1532400
(S) 4-Bromofluorobenzene 101 67.0-138 08/27/2020 21:59 WG1532400
(S) 1,2-Dichloroethane-d4 85.2 70.0-130 08/27/2020 21:59 WG1532400
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 28
L1253135
B-7 GW
Collected date/time: 08/18/20 17:17
Wet Chemistry by Method 7199
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Hexavalent Chromium 0.00104 0.000150 0.000500 1 08/24/2020 18:24 WG1531101
Mercury by Method 7470A
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Mercury U 0.000100 0.000200 1 08/24/2020 13:50 WG1530995
Metals (ICPMS) by Method 6020
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Arsenic 0.00339 0.000735 0.00200 1 08/26/2020 00:48 WG1531332
Barium 0.0717 0.00778 0.0200 1 08/26/2020 00:48 WG1531332
Cadmium U 0.000478 0.00100 1 08/26/2020 00:48 WG1531332
Chromium 0.00149 J 0.00149 0.00200 1 08/26/2020 00:48 WG1531332
Lead U 0.00249 0.00500 1 08/26/2020 00:48 WG1531332
Nickel 0.242 0.000952 0.00200 1 08/26/2020 00:48 WG1531332
Selenium 0.00522 0.000657 0.00200 1 08/26/2020 10:39 WG1531332
Silver U 0.000513 0.00200 1 08/26/2020 00:48 WG1531332
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Acetone U 0.0113 0.0500 1 08/24/2020 03:20 WG1531158
Acrolein U 0.00254 0.0500 1 08/24/2020 03:20 WG1531158
Acrylonitrile U J3 0.000671 0.0100 1 08/24/2020 03:20 WG1531158
Benzene 0.00836 0.0000941 0.00100 1 08/24/2020 03:20 WG1531158
Bromobenzene U 0.000118 0.00100 1 08/24/2020 03:20 WG1531158
Bromodichloromethane U 0.000136 0.00100 1 08/24/2020 03:20 WG1531158
Bromoform U 0.000129 0.00100 1 08/24/2020 03:20 WG1531158
Bromomethane U 0.000605 0.00500 1 08/24/2020 03:20 WG1531158
n-Butylbenzene U J4 0.000157 0.00100 1 08/24/2020 03:20 WG1531158
sec-Butylbenzene U 0.000125 0.00100 1 08/24/2020 03:20 WG1531158
tert-Butylbenzene U 0.000127 0.00100 1 08/24/2020 03:20 WG1531158
Carbon tetrachloride U 0.000128 0.00100 1 08/24/2020 03:20 WG1531158
Chlorobenzene U 0.000116 0.00100 1 08/24/2020 03:20 WG1531158
Chlorodibromomethane U 0.000140 0.00100 1 08/24/2020 03:20 WG1531158
Chloroethane U 0.000192 0.00500 1 08/24/2020 03:20 WG1531158
2-Chloroethyl vinyl ether U 0.000575 0.0500 1 08/24/2020 03:20 WG1531158
Chloroform 0.00107 J 0.000111 0.00500 1 08/24/2020 03:20 WG1531158
Chloromethane U 0.000960 0.00250 1 08/24/2020 03:20 WG1531158
2-Chlorotoluene U 0.000106 0.00100 1 08/24/2020 03:20 WG1531158
4-Chlorotoluene U 0.000114 0.00100 1 08/24/2020 03:20 WG1531158
1,2-Dibromo-3-Chloropropane U 0.000276 0.00500 1 08/24/2020 03:20 WG1531158
1,2-Dibromoethane U 0.000126 0.00100 1 08/24/2020 03:20 WG1531158
Dibromomethane U 0.000122 0.00100 1 08/24/2020 03:20 WG1531158
1,2-Dichlorobenzene U J4 0.000107 0.00100 1 08/24/2020 03:20 WG1531158
1,3-Dichlorobenzene U 0.000110 0.00100 1 08/24/2020 03:20 WG1531158
1,4-Dichlorobenzene U 0.000120 0.00100 1 08/24/2020 03:20 WG1531158
Dichlorodifluoromethane U 0.000374 0.00500 1 08/24/2020 03:20 WG1531158
1,1-Dichloroethane U 0.000100 0.00100 1 08/24/2020 03:20 WG1531158
1,2-Dichloroethane U 0.0000819 0.00100 1 08/24/2020 03:20 WG1531158
1,1-Dichloroethene U 0.000188 0.00100 1 08/24/2020 03:20 WG1531158
cis-1,2-Dichloroethene U 0.000126 0.00100 1 08/24/2020 03:20 WG1531158
trans-1,2-Dichloroethene U 0.000149 0.00100 1 08/24/2020 03:20 WG1531158
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 28
L1253135
B-7 GW
Collected date/time: 08/18/20 17:17
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
1,2-Dichloropropane U 0.000149 0.00100 1 08/24/2020 03:20 WG1531158
1,1-Dichloropropene U 0.000142 0.00100 1 08/24/2020 03:20 WG1531158
1,3-Dichloropropane U 0.000110 0.00100 1 08/24/2020 03:20 WG1531158
cis-1,3-Dichloropropene U 0.000111 0.00100 1 08/24/2020 03:20 WG1531158
trans-1,3-Dichloropropene U 0.000118 0.00100 1 08/24/2020 03:20 WG1531158
2,2-Dichloropropane U 0.000161 0.00100 1 08/24/2020 03:20 WG1531158
Di-isopropyl ether U 0.000105 0.00100 1 08/24/2020 03:20 WG1531158
Ethylbenzene 0.00155 0.000137 0.00100 1 08/24/2020 03:20 WG1531158
Hexachloro-1,3-butadiene U 0.000337 0.00100 1 08/24/2020 03:20 WG1531158
Isopropylbenzene 0.000109 J 0.000105 0.00100 1 08/24/2020 03:20 WG1531158
p-Isopropyltoluene U 0.000120 0.00100 1 08/24/2020 03:20 WG1531158
2-Butanone (MEK)U 0.00119 0.0100 1 08/24/2020 03:20 WG1531158
Methylene Chloride U 0.000430 0.00500 1 08/24/2020 03:20 WG1531158
4-Methyl-2-pentanone (MIBK)0.000598 J 0.000478 0.0100 1 08/24/2020 03:20 WG1531158
Methyl tert-butyl ether U 0.000101 0.00100 1 08/24/2020 03:20 WG1531158
Naphthalene 0.00138 J 0.00100 0.00500 1 08/24/2020 03:20 WG1531158
n-Propylbenzene 0.000157 J 0.0000993 0.00100 1 08/24/2020 03:20 WG1531158
Styrene U 0.000118 0.00100 1 08/24/2020 03:20 WG1531158
1,1,1,2-Tetrachloroethane U 0.000147 0.00100 1 08/24/2020 03:20 WG1531158
1,1,2,2-Tetrachloroethane U 0.000133 0.00100 1 08/24/2020 03:20 WG1531158
1,1,2-Trichlorotrifluoroethane U 0.000180 0.00100 1 08/24/2020 03:20 WG1531158
Tetrachloroethene U 0.000300 0.00100 1 08/24/2020 03:20 WG1531158
Toluene 0.00927 0.000278 0.00100 1 08/24/2020 03:20 WG1531158
1,2,3-Trichlorobenzene U 0.000230 0.00100 1 08/24/2020 03:20 WG1531158
1,2,4-Trichlorobenzene U 0.000481 0.00100 1 08/24/2020 03:20 WG1531158
1,1,1-Trichloroethane U 0.000149 0.00100 1 08/24/2020 03:20 WG1531158
1,1,2-Trichloroethane U 0.000158 0.00100 1 08/24/2020 03:20 WG1531158
Trichloroethene U 0.000190 0.00100 1 08/24/2020 03:20 WG1531158
Trichlorofluoromethane U 0.000160 0.00500 1 08/24/2020 03:20 WG1531158
1,2,3-Trichloropropane U 0.000237 0.00250 1 08/24/2020 03:20 WG1531158
1,2,4-Trimethylbenzene 0.000502 J 0.000322 0.00100 1 08/24/2020 03:20 WG1531158
1,2,3-Trimethylbenzene 0.000241 J 0.000104 0.00100 1 08/24/2020 03:20 WG1531158
1,3,5-Trimethylbenzene 0.000206 J 0.000104 0.00100 1 08/24/2020 03:20 WG1531158
Vinyl chloride U 0.000234 0.00100 1 08/24/2020 03:20 WG1531158
Xylenes, Total 0.00374 0.000174 0.00300 1 08/24/2020 03:20 WG1531158
(S) Toluene-d8 102 80.0-120 08/24/2020 03:20 WG1531158
(S) 4-Bromofluorobenzene 109 77.0-126 08/24/2020 03:20 WG1531158
(S) 1,2-Dichloroethane-d4 94.8 70.0-130 08/24/2020 03:20 WG1531158
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 29
L1253135
B-3 MW
Collected date/time: 08/19/20 10:45
Wet Chemistry by Method 7199
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Hexavalent Chromium 0.000270 J 0.000150 0.000500 1 08/24/2020 18:32 WG1531101
Mercury by Method 7470A
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Mercury U 0.000100 0.000200 1 08/24/2020 13:52 WG1530995
Metals (ICPMS) by Method 6020
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Arsenic 0.00576 0.000735 0.00200 1 08/26/2020 00:51 WG1531332
Barium 0.0515 0.00778 0.0200 1 08/26/2020 00:51 WG1531332
Cadmium U 0.000478 0.00100 1 08/26/2020 00:51 WG1531332
Chromium U 0.00149 0.00200 1 08/26/2020 00:51 WG1531332
Lead U 0.00249 0.00500 1 08/26/2020 00:51 WG1531332
Nickel 0.00567 0.000952 0.00200 1 08/26/2020 00:51 WG1531332
Selenium 0.00371 0.000657 0.00200 1 08/26/2020 10:42 WG1531332
Silver U 0.000513 0.00200 1 08/26/2020 00:51 WG1531332
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Acetone U 0.0113 0.0500 1 08/24/2020 03:41 WG1531158
Acrolein U 0.00254 0.0500 1 08/24/2020 03:41 WG1531158
Acrylonitrile U J3 0.000671 0.0100 1 08/24/2020 03:41 WG1531158
Benzene U 0.0000941 0.00100 1 08/24/2020 03:41 WG1531158
Bromobenzene U 0.000118 0.00100 1 08/24/2020 03:41 WG1531158
Bromodichloromethane U 0.000136 0.00100 1 08/24/2020 03:41 WG1531158
Bromoform U 0.000129 0.00100 1 08/24/2020 03:41 WG1531158
Bromomethane U 0.000605 0.00500 1 08/24/2020 03:41 WG1531158
n-Butylbenzene U J4 0.000157 0.00100 1 08/24/2020 03:41 WG1531158
sec-Butylbenzene U 0.000125 0.00100 1 08/24/2020 03:41 WG1531158
tert-Butylbenzene U 0.000127 0.00100 1 08/24/2020 03:41 WG1531158
Carbon tetrachloride U 0.000128 0.00100 1 08/24/2020 03:41 WG1531158
Chlorobenzene U 0.000116 0.00100 1 08/24/2020 03:41 WG1531158
Chlorodibromomethane U 0.000140 0.00100 1 08/24/2020 03:41 WG1531158
Chloroethane U 0.000192 0.00500 1 08/24/2020 03:41 WG1531158
2-Chloroethyl vinyl ether U 0.000575 0.0500 1 08/24/2020 03:41 WG1531158
Chloroform U 0.000111 0.00500 1 08/24/2020 03:41 WG1531158
Chloromethane U 0.000960 0.00250 1 08/24/2020 03:41 WG1531158
2-Chlorotoluene U 0.000106 0.00100 1 08/24/2020 03:41 WG1531158
4-Chlorotoluene U 0.000114 0.00100 1 08/24/2020 03:41 WG1531158
1,2-Dibromo-3-Chloropropane U 0.000276 0.00500 1 08/24/2020 03:41 WG1531158
1,2-Dibromoethane U 0.000126 0.00100 1 08/24/2020 03:41 WG1531158
Dibromomethane U 0.000122 0.00100 1 08/24/2020 03:41 WG1531158
1,2-Dichlorobenzene U J4 0.000107 0.00100 1 08/24/2020 03:41 WG1531158
1,3-Dichlorobenzene U 0.000110 0.00100 1 08/24/2020 03:41 WG1531158
1,4-Dichlorobenzene U 0.000120 0.00100 1 08/24/2020 03:41 WG1531158
Dichlorodifluoromethane U 0.000374 0.00500 1 08/24/2020 03:41 WG1531158
1,1-Dichloroethane U 0.000100 0.00100 1 08/24/2020 03:41 WG1531158
1,2-Dichloroethane U 0.0000819 0.00100 1 08/24/2020 03:41 WG1531158
1,1-Dichloroethene U 0.000188 0.00100 1 08/24/2020 03:41 WG1531158
cis-1,2-Dichloroethene U 0.000126 0.00100 1 08/24/2020 03:41 WG1531158
trans-1,2-Dichloroethene U 0.000149 0.00100 1 08/24/2020 03:41 WG1531158
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 29
L1253135
B-3 MW
Collected date/time: 08/19/20 10:45
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
1,2-Dichloropropane U 0.000149 0.00100 1 08/24/2020 03:41 WG1531158
1,1-Dichloropropene U 0.000142 0.00100 1 08/24/2020 03:41 WG1531158
1,3-Dichloropropane U 0.000110 0.00100 1 08/24/2020 03:41 WG1531158
cis-1,3-Dichloropropene U 0.000111 0.00100 1 08/24/2020 03:41 WG1531158
trans-1,3-Dichloropropene U 0.000118 0.00100 1 08/24/2020 03:41 WG1531158
2,2-Dichloropropane U 0.000161 0.00100 1 08/24/2020 03:41 WG1531158
Di-isopropyl ether U 0.000105 0.00100 1 08/24/2020 03:41 WG1531158
Ethylbenzene U 0.000137 0.00100 1 08/24/2020 03:41 WG1531158
Hexachloro-1,3-butadiene U 0.000337 0.00100 1 08/24/2020 03:41 WG1531158
Isopropylbenzene U 0.000105 0.00100 1 08/24/2020 03:41 WG1531158
p-Isopropyltoluene U 0.000120 0.00100 1 08/24/2020 03:41 WG1531158
2-Butanone (MEK)U 0.00119 0.0100 1 08/24/2020 03:41 WG1531158
Methylene Chloride U 0.000430 0.00500 1 08/24/2020 03:41 WG1531158
4-Methyl-2-pentanone (MIBK)U 0.000478 0.0100 1 08/24/2020 03:41 WG1531158
Methyl tert-butyl ether U 0.000101 0.00100 1 08/24/2020 03:41 WG1531158
Naphthalene U 0.00100 0.00500 1 08/24/2020 03:41 WG1531158
n-Propylbenzene U 0.0000993 0.00100 1 08/24/2020 03:41 WG1531158
Styrene U 0.000118 0.00100 1 08/24/2020 03:41 WG1531158
1,1,1,2-Tetrachloroethane U 0.000147 0.00100 1 08/24/2020 03:41 WG1531158
1,1,2,2-Tetrachloroethane U 0.000133 0.00100 1 08/24/2020 03:41 WG1531158
1,1,2-Trichlorotrifluoroethane U 0.000180 0.00100 1 08/24/2020 03:41 WG1531158
Tetrachloroethene U 0.000300 0.00100 1 08/24/2020 03:41 WG1531158
Toluene U 0.000278 0.00100 1 08/24/2020 03:41 WG1531158
1,2,3-Trichlorobenzene U 0.000230 0.00100 1 08/24/2020 03:41 WG1531158
1,2,4-Trichlorobenzene U 0.000481 0.00100 1 08/24/2020 03:41 WG1531158
1,1,1-Trichloroethane U 0.000149 0.00100 1 08/24/2020 03:41 WG1531158
1,1,2-Trichloroethane U 0.000158 0.00100 1 08/24/2020 03:41 WG1531158
Trichloroethene U 0.000190 0.00100 1 08/24/2020 03:41 WG1531158
Trichlorofluoromethane U 0.000160 0.00500 1 08/24/2020 03:41 WG1531158
1,2,3-Trichloropropane U 0.000237 0.00250 1 08/24/2020 03:41 WG1531158
1,2,4-Trimethylbenzene U 0.000322 0.00100 1 08/24/2020 03:41 WG1531158
1,2,3-Trimethylbenzene U 0.000104 0.00100 1 08/24/2020 03:41 WG1531158
1,3,5-Trimethylbenzene U 0.000104 0.00100 1 08/24/2020 03:41 WG1531158
Vinyl chloride U 0.000234 0.00100 1 08/24/2020 03:41 WG1531158
Xylenes, Total U 0.000174 0.00300 1 08/24/2020 03:41 WG1531158
(S) Toluene-d8 107 80.0-120 08/24/2020 03:41 WG1531158
(S) 4-Bromofluorobenzene 107 77.0-126 08/24/2020 03:41 WG1531158
(S) 1,2-Dichloroethane-d4 95.4 70.0-130 08/24/2020 03:41 WG1531158
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Terracon - Salt Lake City, UT 61207268 L1253135 08/28/20 19:57 62 of 123
ONE LAB. NATIONWIDE.SAMPLE RESULTS - 30
L1253135
B-2 MW
Collected date/time: 08/19/20 11:50
Wet Chemistry by Method 1664A
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Oil & Grease (Hexane Extr)U 1.17 5.05 1 08/26/2020 15:45 WG1532083
Mercury by Method 7470A
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Mercury U 0.000100 0.000200 1 08/24/2020 13:54 WG1530995
Metals (ICPMS) by Method 6020
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Arsenic 0.00934 0.000735 0.00200 1 08/26/2020 00:54 WG1531332
Barium 0.0531 0.00778 0.0200 1 08/26/2020 00:54 WG1531332
Cadmium U 0.000478 0.00100 1 08/26/2020 00:54 WG1531332
Chromium U 0.00149 0.00200 1 08/26/2020 00:54 WG1531332
Lead U 0.00249 0.00500 1 08/26/2020 00:54 WG1531332
Nickel 0.00652 0.000952 0.00200 1 08/26/2020 00:54 WG1531332
Selenium 0.00281 0.000657 0.00200 1 08/26/2020 10:45 WG1531332
Silver U 0.000513 0.00200 1 08/26/2020 00:54 WG1531332
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
TPH (GC/MS) Low Fraction U 0.108 0.500 1 08/25/2020 22:26 WG1532299
Acetone U 0.0113 0.0500 1 08/25/2020 22:26 WG1532299
Acrolein U 0.00254 0.0500 1 08/25/2020 22:26 WG1532299
Acrylonitrile U 0.000671 0.0100 1 08/25/2020 22:26 WG1532299
Benzene U 0.0000941 0.00100 1 08/25/2020 22:26 WG1532299
Bromobenzene U 0.000118 0.00100 1 08/25/2020 22:26 WG1532299
Bromodichloromethane U 0.000136 0.00100 1 08/25/2020 22:26 WG1532299
Bromoform U 0.000129 0.00100 1 08/25/2020 22:26 WG1532299
Bromomethane U 0.000605 0.00500 1 08/25/2020 22:26 WG1532299
n-Butylbenzene U 0.000157 0.00100 1 08/25/2020 22:26 WG1532299
sec-Butylbenzene U 0.000125 0.00100 1 08/25/2020 22:26 WG1532299
tert-Butylbenzene U 0.000127 0.00100 1 08/25/2020 22:26 WG1532299
Carbon tetrachloride U 0.000128 0.00100 1 08/25/2020 22:26 WG1532299
Chlorobenzene U 0.000116 0.00100 1 08/25/2020 22:26 WG1532299
Chlorodibromomethane U 0.000140 0.00100 1 08/25/2020 22:26 WG1532299
Chloroethane U 0.000192 0.00500 1 08/25/2020 22:26 WG1532299
2-Chloroethyl vinyl ether U 0.000575 0.0500 1 08/25/2020 22:26 WG1532299
Chloroform U 0.000111 0.00500 1 08/25/2020 22:26 WG1532299
Chloromethane U 0.000960 0.00250 1 08/25/2020 22:26 WG1532299
2-Chlorotoluene U 0.000106 0.00100 1 08/25/2020 22:26 WG1532299
4-Chlorotoluene U 0.000114 0.00100 1 08/25/2020 22:26 WG1532299
1,2-Dibromo-3-Chloropropane U 0.000276 0.00500 1 08/25/2020 22:26 WG1532299
1,2-Dibromoethane U 0.000126 0.00100 1 08/25/2020 22:26 WG1532299
Dibromomethane U 0.000122 0.00100 1 08/25/2020 22:26 WG1532299
1,2-Dichlorobenzene U 0.000107 0.00100 1 08/25/2020 22:26 WG1532299
1,3-Dichlorobenzene U 0.000110 0.00100 1 08/25/2020 22:26 WG1532299
1,4-Dichlorobenzene U J4 0.000120 0.00100 1 08/25/2020 22:26 WG1532299
Dichlorodifluoromethane U 0.000374 0.00500 1 08/25/2020 22:26 WG1532299
1,1-Dichloroethane U J4 0.000100 0.00100 1 08/25/2020 22:26 WG1532299
1,2-Dichloroethane U 0.0000819 0.00100 1 08/25/2020 22:26 WG1532299
1,1-Dichloroethene U 0.000188 0.00100 1 08/25/2020 22:26 WG1532299
cis-1,2-Dichloroethene 0.00728 0.000126 0.00100 1 08/25/2020 22:26 WG1532299
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 30
L1253135
B-2 MW
Collected date/time: 08/19/20 11:50
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
trans-1,2-Dichloroethene 0.000559 J 0.000149 0.00100 1 08/25/2020 22:26 WG1532299
1,2-Dichloropropane U J4 0.000149 0.00100 1 08/25/2020 22:26 WG1532299
1,1-Dichloropropene U 0.000142 0.00100 1 08/25/2020 22:26 WG1532299
1,3-Dichloropropane U 0.000110 0.00100 1 08/25/2020 22:26 WG1532299
cis-1,3-Dichloropropene U 0.000111 0.00100 1 08/25/2020 22:26 WG1532299
trans-1,3-Dichloropropene U 0.000118 0.00100 1 08/25/2020 22:26 WG1532299
2,2-Dichloropropane U 0.000161 0.00100 1 08/25/2020 22:26 WG1532299
Di-isopropyl ether U 0.000105 0.00100 1 08/25/2020 22:26 WG1532299
Ethylbenzene U 0.000137 0.00100 1 08/25/2020 22:26 WG1532299
Hexachloro-1,3-butadiene U 0.000337 0.00100 1 08/25/2020 22:26 WG1532299
Isopropylbenzene U 0.000105 0.00100 1 08/25/2020 22:26 WG1532299
p-Isopropyltoluene U 0.000120 0.00100 1 08/25/2020 22:26 WG1532299
2-Butanone (MEK)U 0.00119 0.0100 1 08/25/2020 22:26 WG1532299
Methylene Chloride U 0.000430 0.00500 1 08/25/2020 22:26 WG1532299
4-Methyl-2-pentanone (MIBK)U 0.000478 0.0100 1 08/25/2020 22:26 WG1532299
Methyl tert-butyl ether U 0.000101 0.00100 1 08/25/2020 22:26 WG1532299
Naphthalene U 0.00100 0.00500 1 08/25/2020 22:26 WG1532299
n-Propylbenzene U 0.0000993 0.00100 1 08/25/2020 22:26 WG1532299
Styrene U 0.000118 0.00100 1 08/25/2020 22:26 WG1532299
1,1,1,2-Tetrachloroethane U 0.000147 0.00100 1 08/25/2020 22:26 WG1532299
1,1,2,2-Tetrachloroethane U 0.000133 0.00100 1 08/25/2020 22:26 WG1532299
1,1,2-Trichlorotrifluoroethane U 0.000180 0.00100 1 08/27/2020 02:34 WG1533004
Tetrachloroethene 0.00161 0.000300 0.00100 1 08/25/2020 22:26 WG1532299
Toluene U 0.000278 0.00100 1 08/25/2020 22:26 WG1532299
1,2,3-Trichlorobenzene U 0.000230 0.00100 1 08/25/2020 22:26 WG1532299
1,2,4-Trichlorobenzene U 0.000481 0.00100 1 08/25/2020 22:26 WG1532299
1,1,1-Trichloroethane U 0.000149 0.00100 1 08/25/2020 22:26 WG1532299
1,1,2-Trichloroethane U 0.000158 0.00100 1 08/25/2020 22:26 WG1532299
Trichloroethene 0.00199 0.000190 0.00100 1 08/25/2020 22:26 WG1532299
Trichlorofluoromethane U 0.000160 0.00500 1 08/25/2020 22:26 WG1532299
1,2,3-Trichloropropane U 0.000237 0.00250 1 08/25/2020 22:26 WG1532299
1,2,4-Trimethylbenzene U 0.000322 0.00100 1 08/25/2020 22:26 WG1532299
1,2,3-Trimethylbenzene U 0.000104 0.00100 1 08/25/2020 22:26 WG1532299
1,3,5-Trimethylbenzene U 0.000104 0.00100 1 08/25/2020 22:26 WG1532299
Vinyl chloride U J4 0.000234 0.00100 1 08/25/2020 22:26 WG1532299
Xylenes, Total U 0.000174 0.00300 1 08/25/2020 22:26 WG1532299
(S) Toluene-d8 103 80.0-120 08/25/2020 22:26 WG1532299
(S) Toluene-d8 103 80.0-120 08/27/2020 02:34 WG1533004
(S) 4-Bromofluorobenzene 87.2 77.0-126 08/25/2020 22:26 WG1532299
(S) 4-Bromofluorobenzene 100 77.0-126 08/27/2020 02:34 WG1533004
(S) 1,2-Dichloroethane-d4 105 70.0-130 08/25/2020 22:26 WG1532299
(S) 1,2-Dichloroethane-d4 89.8 70.0-130 08/27/2020 02:34 WG1533004
Semi-Volatile Organic Compounds (GC) by Method 3511/8015
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
DRO w/ SGT U 0.0247 0.100 1 08/27/2020 13:04 WG1531031
(S) o-Terphenyl 74.2 52.0-156 08/27/2020 13:04 WG1531031
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 31
L1253135
B-5 MW
Collected date/time: 08/19/20 13:10
Wet Chemistry by Method 1664A
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Oil & Grease (Hexane Extr)U 1.22 5.26 1 08/26/2020 15:45 WG1532083
Wet Chemistry by Method 7199
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Hexavalent Chromium 0.000520 0.000150 0.000500 1 08/24/2020 18:39 WG1531101
Mercury by Method 7470A
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Mercury U 0.000100 0.000200 1 08/24/2020 14:02 WG1530995
Metals (ICPMS) by Method 6020
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Arsenic 0.0256 0.000735 0.00200 1 08/26/2020 00:58 WG1531332
Barium 0.243 0.00778 0.0200 1 08/26/2020 00:58 WG1531332
Cadmium 0.000757 J 0.000478 0.00100 1 08/26/2020 00:58 WG1531332
Chromium 0.0163 0.00149 0.00200 1 08/26/2020 00:58 WG1531332
Lead 0.0385 0.00249 0.00500 1 08/26/2020 00:58 WG1531332
Nickel 3.26 0.000952 0.00200 1 08/26/2020 00:58 WG1531332
Selenium 0.00276 0.000657 0.00200 1 08/26/2020 10:49 WG1531332
Silver 0.000623 J 0.000513 0.00200 1 08/26/2020 00:58 WG1531332
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Acetone U 0.0113 0.0500 1 08/24/2020 04:01 WG1531158
Acrolein U 0.00254 0.0500 1 08/24/2020 04:01 WG1531158
Acrylonitrile U J3 0.000671 0.0100 1 08/24/2020 04:01 WG1531158
Benzene 0.000285 J 0.0000941 0.00100 1 08/24/2020 04:01 WG1531158
Bromobenzene U 0.000118 0.00100 1 08/24/2020 04:01 WG1531158
Bromodichloromethane U 0.000136 0.00100 1 08/24/2020 04:01 WG1531158
Bromoform U 0.000129 0.00100 1 08/24/2020 04:01 WG1531158
Bromomethane U 0.000605 0.00500 1 08/24/2020 04:01 WG1531158
n-Butylbenzene U J4 0.000157 0.00100 1 08/24/2020 04:01 WG1531158
sec-Butylbenzene U 0.000125 0.00100 1 08/24/2020 04:01 WG1531158
tert-Butylbenzene U 0.000127 0.00100 1 08/24/2020 04:01 WG1531158
Carbon tetrachloride U 0.000128 0.00100 1 08/24/2020 04:01 WG1531158
Chlorobenzene U 0.000116 0.00100 1 08/24/2020 04:01 WG1531158
Chlorodibromomethane U 0.000140 0.00100 1 08/24/2020 04:01 WG1531158
Chloroethane U 0.000192 0.00500 1 08/24/2020 04:01 WG1531158
2-Chloroethyl vinyl ether U 0.000575 0.0500 1 08/24/2020 04:01 WG1531158
Chloroform U 0.000111 0.00500 1 08/24/2020 04:01 WG1531158
Chloromethane U 0.000960 0.00250 1 08/24/2020 04:01 WG1531158
2-Chlorotoluene U 0.000106 0.00100 1 08/24/2020 04:01 WG1531158
4-Chlorotoluene U 0.000114 0.00100 1 08/24/2020 04:01 WG1531158
1,2-Dibromo-3-Chloropropane U 0.000276 0.00500 1 08/24/2020 04:01 WG1531158
1,2-Dibromoethane U 0.000126 0.00100 1 08/24/2020 04:01 WG1531158
Dibromomethane U 0.000122 0.00100 1 08/24/2020 04:01 WG1531158
1,2-Dichlorobenzene U J4 0.000107 0.00100 1 08/24/2020 04:01 WG1531158
1,3-Dichlorobenzene U 0.000110 0.00100 1 08/24/2020 04:01 WG1531158
1,4-Dichlorobenzene U 0.000120 0.00100 1 08/24/2020 04:01 WG1531158
Dichlorodifluoromethane U 0.000374 0.00500 1 08/24/2020 04:01 WG1531158
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Terracon - Salt Lake City, UT 61207268 L1253135 08/28/20 19:57 65 of 123
ONE LAB. NATIONWIDE.SAMPLE RESULTS - 31
L1253135
B-5 MW
Collected date/time: 08/19/20 13:10
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
1,1-Dichloroethane U 0.000100 0.00100 1 08/24/2020 04:01 WG1531158
1,2-Dichloroethane U 0.0000819 0.00100 1 08/24/2020 04:01 WG1531158
1,1-Dichloroethene U 0.000188 0.00100 1 08/24/2020 04:01 WG1531158
cis-1,2-Dichloroethene U 0.000126 0.00100 1 08/24/2020 04:01 WG1531158
trans-1,2-Dichloroethene U 0.000149 0.00100 1 08/24/2020 04:01 WG1531158
1,2-Dichloropropane U 0.000149 0.00100 1 08/24/2020 04:01 WG1531158
1,1-Dichloropropene U 0.000142 0.00100 1 08/24/2020 04:01 WG1531158
1,3-Dichloropropane U 0.000110 0.00100 1 08/24/2020 04:01 WG1531158
cis-1,3-Dichloropropene U 0.000111 0.00100 1 08/24/2020 04:01 WG1531158
trans-1,3-Dichloropropene U 0.000118 0.00100 1 08/24/2020 04:01 WG1531158
2,2-Dichloropropane U 0.000161 0.00100 1 08/24/2020 04:01 WG1531158
Di-isopropyl ether U 0.000105 0.00100 1 08/24/2020 04:01 WG1531158
Ethylbenzene 0.00121 0.000137 0.00100 1 08/24/2020 04:01 WG1531158
Hexachloro-1,3-butadiene U 0.000337 0.00100 1 08/24/2020 04:01 WG1531158
Isopropylbenzene U 0.000105 0.00100 1 08/24/2020 04:01 WG1531158
p-Isopropyltoluene U 0.000120 0.00100 1 08/24/2020 04:01 WG1531158
2-Butanone (MEK)U 0.00119 0.0100 1 08/24/2020 04:01 WG1531158
Methylene Chloride U 0.000430 0.00500 1 08/24/2020 04:01 WG1531158
4-Methyl-2-pentanone (MIBK)U 0.000478 0.0100 1 08/24/2020 04:01 WG1531158
Methyl tert-butyl ether U 0.000101 0.00100 1 08/24/2020 04:01 WG1531158
Naphthalene U 0.00100 0.00500 1 08/24/2020 04:01 WG1531158
n-Propylbenzene U 0.0000993 0.00100 1 08/24/2020 04:01 WG1531158
Styrene U 0.000118 0.00100 1 08/24/2020 04:01 WG1531158
1,1,1,2-Tetrachloroethane U 0.000147 0.00100 1 08/24/2020 04:01 WG1531158
1,1,2,2-Tetrachloroethane U 0.000133 0.00100 1 08/24/2020 04:01 WG1531158
1,1,2-Trichlorotrifluoroethane U 0.000180 0.00100 1 08/24/2020 04:01 WG1531158
Tetrachloroethene U 0.000300 0.00100 1 08/24/2020 04:01 WG1531158
Toluene 0.000343 J 0.000278 0.00100 1 08/24/2020 04:01 WG1531158
1,2,3-Trichlorobenzene U 0.000230 0.00100 1 08/24/2020 04:01 WG1531158
1,2,4-Trichlorobenzene U 0.000481 0.00100 1 08/24/2020 04:01 WG1531158
1,1,1-Trichloroethane U 0.000149 0.00100 1 08/24/2020 04:01 WG1531158
1,1,2-Trichloroethane U 0.000158 0.00100 1 08/24/2020 04:01 WG1531158
Trichloroethene U 0.000190 0.00100 1 08/24/2020 04:01 WG1531158
Trichlorofluoromethane U 0.000160 0.00500 1 08/24/2020 04:01 WG1531158
1,2,3-Trichloropropane U 0.000237 0.00250 1 08/24/2020 04:01 WG1531158
1,2,4-Trimethylbenzene U 0.000322 0.00100 1 08/24/2020 04:01 WG1531158
1,2,3-Trimethylbenzene U 0.000104 0.00100 1 08/24/2020 04:01 WG1531158
1,3,5-Trimethylbenzene U 0.000104 0.00100 1 08/24/2020 04:01 WG1531158
Vinyl chloride U 0.000234 0.00100 1 08/24/2020 04:01 WG1531158
Xylenes, Total 0.00676 0.000174 0.00300 1 08/24/2020 04:01 WG1531158
(S) Toluene-d8 103 80.0-120 08/24/2020 04:01 WG1531158
(S) 4-Bromofluorobenzene 105 77.0-126 08/24/2020 04:01 WG1531158
(S) 1,2-Dichloroethane-d4 93.5 70.0-130 08/24/2020 04:01 WG1531158
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 32
L1253135
B-6 MW
Collected date/time: 08/19/20 14:18
Wet Chemistry by Method 7199
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Hexavalent Chromium 0.000184 J 0.000150 0.000500 1 08/24/2020 19:01 WG1531101
Mercury by Method 7470A
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Mercury U 0.000100 0.000200 1 08/24/2020 14:04 WG1530995
Metals (ICPMS) by Method 6020
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Arsenic 0.00239 0.000735 0.00200 1 08/26/2020 01:01 WG1531332
Barium 0.323 0.00778 0.0200 1 08/26/2020 01:01 WG1531332
Cadmium U 0.000478 0.00100 1 08/26/2020 01:01 WG1531332
Chromium U 0.00149 0.00200 1 08/26/2020 01:01 WG1531332
Lead U 0.00249 0.00500 1 08/26/2020 01:01 WG1531332
Nickel 0.0100 0.000952 0.00200 1 08/26/2020 01:01 WG1531332
Selenium 0.00185 J 0.000657 0.00200 1 08/26/2020 01:01 WG1531332
Silver U 0.000513 0.00200 1 08/26/2020 01:01 WG1531332
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Acetone U 0.0113 0.0500 1 08/24/2020 04:21 WG1531158
Acrolein U 0.00254 0.0500 1 08/24/2020 04:21 WG1531158
Acrylonitrile U J3 0.000671 0.0100 1 08/24/2020 04:21 WG1531158
Benzene 0.000143 J 0.0000941 0.00100 1 08/24/2020 04:21 WG1531158
Bromobenzene U 0.000118 0.00100 1 08/24/2020 04:21 WG1531158
Bromodichloromethane U 0.000136 0.00100 1 08/24/2020 04:21 WG1531158
Bromoform U 0.000129 0.00100 1 08/24/2020 04:21 WG1531158
Bromomethane U 0.000605 0.00500 1 08/24/2020 04:21 WG1531158
n-Butylbenzene U J4 0.000157 0.00100 1 08/24/2020 04:21 WG1531158
sec-Butylbenzene U 0.000125 0.00100 1 08/24/2020 04:21 WG1531158
tert-Butylbenzene U 0.000127 0.00100 1 08/24/2020 04:21 WG1531158
Carbon tetrachloride U 0.000128 0.00100 1 08/24/2020 04:21 WG1531158
Chlorobenzene U 0.000116 0.00100 1 08/24/2020 04:21 WG1531158
Chlorodibromomethane U 0.000140 0.00100 1 08/24/2020 04:21 WG1531158
Chloroethane U 0.000192 0.00500 1 08/24/2020 04:21 WG1531158
2-Chloroethyl vinyl ether U 0.000575 0.0500 1 08/24/2020 04:21 WG1531158
Chloroform U 0.000111 0.00500 1 08/24/2020 04:21 WG1531158
Chloromethane U 0.000960 0.00250 1 08/24/2020 04:21 WG1531158
2-Chlorotoluene U 0.000106 0.00100 1 08/24/2020 04:21 WG1531158
4-Chlorotoluene U 0.000114 0.00100 1 08/24/2020 04:21 WG1531158
1,2-Dibromo-3-Chloropropane U 0.000276 0.00500 1 08/24/2020 04:21 WG1531158
1,2-Dibromoethane U 0.000126 0.00100 1 08/24/2020 04:21 WG1531158
Dibromomethane U 0.000122 0.00100 1 08/24/2020 04:21 WG1531158
1,2-Dichlorobenzene U J4 0.000107 0.00100 1 08/24/2020 04:21 WG1531158
1,3-Dichlorobenzene U 0.000110 0.00100 1 08/24/2020 04:21 WG1531158
1,4-Dichlorobenzene U 0.000120 0.00100 1 08/24/2020 04:21 WG1531158
Dichlorodifluoromethane U 0.000374 0.00500 1 08/24/2020 04:21 WG1531158
1,1-Dichloroethane U 0.000100 0.00100 1 08/24/2020 04:21 WG1531158
1,2-Dichloroethane U 0.0000819 0.00100 1 08/24/2020 04:21 WG1531158
1,1-Dichloroethene U 0.000188 0.00100 1 08/24/2020 04:21 WG1531158
cis-1,2-Dichloroethene U 0.000126 0.00100 1 08/24/2020 04:21 WG1531158
trans-1,2-Dichloroethene U 0.000149 0.00100 1 08/24/2020 04:21 WG1531158
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 32
L1253135
B-6 MW
Collected date/time: 08/19/20 14:18
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
1,2-Dichloropropane U 0.000149 0.00100 1 08/24/2020 04:21 WG1531158
1,1-Dichloropropene U 0.000142 0.00100 1 08/24/2020 04:21 WG1531158
1,3-Dichloropropane U 0.000110 0.00100 1 08/24/2020 04:21 WG1531158
cis-1,3-Dichloropropene U 0.000111 0.00100 1 08/24/2020 04:21 WG1531158
trans-1,3-Dichloropropene U 0.000118 0.00100 1 08/24/2020 04:21 WG1531158
2,2-Dichloropropane U 0.000161 0.00100 1 08/24/2020 04:21 WG1531158
Di-isopropyl ether U 0.000105 0.00100 1 08/24/2020 04:21 WG1531158
Ethylbenzene U 0.000137 0.00100 1 08/24/2020 04:21 WG1531158
Hexachloro-1,3-butadiene U 0.000337 0.00100 1 08/24/2020 04:21 WG1531158
Isopropylbenzene U 0.000105 0.00100 1 08/24/2020 04:21 WG1531158
p-Isopropyltoluene U 0.000120 0.00100 1 08/24/2020 04:21 WG1531158
2-Butanone (MEK)U 0.00119 0.0100 1 08/24/2020 04:21 WG1531158
Methylene Chloride U 0.000430 0.00500 1 08/24/2020 04:21 WG1531158
4-Methyl-2-pentanone (MIBK)U 0.000478 0.0100 1 08/24/2020 04:21 WG1531158
Methyl tert-butyl ether U 0.000101 0.00100 1 08/24/2020 04:21 WG1531158
Naphthalene U 0.00100 0.00500 1 08/24/2020 04:21 WG1531158
n-Propylbenzene U 0.0000993 0.00100 1 08/24/2020 04:21 WG1531158
Styrene U 0.000118 0.00100 1 08/24/2020 04:21 WG1531158
1,1,1,2-Tetrachloroethane U 0.000147 0.00100 1 08/24/2020 04:21 WG1531158
1,1,2,2-Tetrachloroethane U 0.000133 0.00100 1 08/24/2020 04:21 WG1531158
1,1,2-Trichlorotrifluoroethane U 0.000180 0.00100 1 08/24/2020 04:21 WG1531158
Tetrachloroethene U 0.000300 0.00100 1 08/24/2020 04:21 WG1531158
Toluene U 0.000278 0.00100 1 08/24/2020 04:21 WG1531158
1,2,3-Trichlorobenzene U 0.000230 0.00100 1 08/24/2020 04:21 WG1531158
1,2,4-Trichlorobenzene U 0.000481 0.00100 1 08/24/2020 04:21 WG1531158
1,1,1-Trichloroethane U 0.000149 0.00100 1 08/24/2020 04:21 WG1531158
1,1,2-Trichloroethane U 0.000158 0.00100 1 08/24/2020 04:21 WG1531158
Trichloroethene U 0.000190 0.00100 1 08/24/2020 04:21 WG1531158
Trichlorofluoromethane U 0.000160 0.00500 1 08/24/2020 04:21 WG1531158
1,2,3-Trichloropropane U 0.000237 0.00250 1 08/24/2020 04:21 WG1531158
1,2,4-Trimethylbenzene U 0.000322 0.00100 1 08/24/2020 04:21 WG1531158
1,2,3-Trimethylbenzene U 0.000104 0.00100 1 08/24/2020 04:21 WG1531158
1,3,5-Trimethylbenzene U 0.000104 0.00100 1 08/24/2020 04:21 WG1531158
Vinyl chloride U 0.000234 0.00100 1 08/24/2020 04:21 WG1531158
Xylenes, Total 0.000412 J 0.000174 0.00300 1 08/24/2020 04:21 WG1531158
(S) Toluene-d8 106 80.0-120 08/24/2020 04:21 WG1531158
(S) 4-Bromofluorobenzene 104 77.0-126 08/24/2020 04:21 WG1531158
(S) 1,2-Dichloroethane-d4 95.9 70.0-130 08/24/2020 04:21 WG1531158
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 33
L1253135
B-1M W
Collected date/time: 08/19/20 14:48
Wet Chemistry by Method 7199
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Hexavalent Chromium U 0.000150 0.000500 1 08/24/2020 19:08 WG1531101
Mercury by Method 7470A
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Mercury U 0.000100 0.000200 1 08/24/2020 14:06 WG1530995
Metals (ICPMS) by Method 6020
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Arsenic 0.0100 0.000735 0.00200 1 08/26/2020 01:04 WG1531332
Barium 0.0713 0.00778 0.0200 1 08/26/2020 01:04 WG1531332
Cadmium U 0.000478 0.00100 1 08/26/2020 01:04 WG1531332
Chromium U 0.00149 0.00200 1 08/26/2020 01:04 WG1531332
Lead U 0.00249 0.00500 1 08/26/2020 01:04 WG1531332
Nickel 0.00490 0.000952 0.00200 1 08/26/2020 01:04 WG1531332
Selenium 0.00115 J 0.000657 0.00200 1 08/26/2020 10:55 WG1531332
Silver U 0.000513 0.00200 1 08/26/2020 01:04 WG1531332
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Acetone U 0.0113 0.0500 1 08/24/2020 04:41 WG1531158
Acrolein U 0.00254 0.0500 1 08/24/2020 04:41 WG1531158
Acrylonitrile U J3 0.000671 0.0100 1 08/24/2020 04:41 WG1531158
Benzene U 0.0000941 0.00100 1 08/24/2020 04:41 WG1531158
Bromobenzene U 0.000118 0.00100 1 08/24/2020 04:41 WG1531158
Bromodichloromethane U 0.000136 0.00100 1 08/24/2020 04:41 WG1531158
Bromoform U 0.000129 0.00100 1 08/24/2020 04:41 WG1531158
Bromomethane U 0.000605 0.00500 1 08/24/2020 04:41 WG1531158
n-Butylbenzene U J4 0.000157 0.00100 1 08/24/2020 04:41 WG1531158
sec-Butylbenzene U 0.000125 0.00100 1 08/24/2020 04:41 WG1531158
tert-Butylbenzene U 0.000127 0.00100 1 08/24/2020 04:41 WG1531158
Carbon tetrachloride U 0.000128 0.00100 1 08/24/2020 04:41 WG1531158
Chlorobenzene U 0.000116 0.00100 1 08/24/2020 04:41 WG1531158
Chlorodibromomethane U 0.000140 0.00100 1 08/24/2020 04:41 WG1531158
Chloroethane U 0.000192 0.00500 1 08/24/2020 04:41 WG1531158
2-Chloroethyl vinyl ether U 0.000575 0.0500 1 08/24/2020 04:41 WG1531158
Chloroform U 0.000111 0.00500 1 08/24/2020 04:41 WG1531158
Chloromethane U 0.000960 0.00250 1 08/24/2020 04:41 WG1531158
2-Chlorotoluene U 0.000106 0.00100 1 08/24/2020 04:41 WG1531158
4-Chlorotoluene U 0.000114 0.00100 1 08/24/2020 04:41 WG1531158
1,2-Dibromo-3-Chloropropane U 0.000276 0.00500 1 08/24/2020 04:41 WG1531158
1,2-Dibromoethane U 0.000126 0.00100 1 08/24/2020 04:41 WG1531158
Dibromomethane U 0.000122 0.00100 1 08/24/2020 04:41 WG1531158
1,2-Dichlorobenzene U J4 0.000107 0.00100 1 08/24/2020 04:41 WG1531158
1,3-Dichlorobenzene U 0.000110 0.00100 1 08/24/2020 04:41 WG1531158
1,4-Dichlorobenzene U 0.000120 0.00100 1 08/24/2020 04:41 WG1531158
Dichlorodifluoromethane U 0.000374 0.00500 1 08/24/2020 04:41 WG1531158
1,1-Dichloroethane U 0.000100 0.00100 1 08/24/2020 04:41 WG1531158
1,2-Dichloroethane U 0.0000819 0.00100 1 08/24/2020 04:41 WG1531158
1,1-Dichloroethene U 0.000188 0.00100 1 08/24/2020 04:41 WG1531158
cis-1,2-Dichloroethene U 0.000126 0.00100 1 08/24/2020 04:41 WG1531158
trans-1,2-Dichloroethene U 0.000149 0.00100 1 08/24/2020 04:41 WG1531158
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 33
L1253135
B-1M W
Collected date/time: 08/19/20 14:48
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
1,2-Dichloropropane U 0.000149 0.00100 1 08/24/2020 04:41 WG1531158
1,1-Dichloropropene U 0.000142 0.00100 1 08/24/2020 04:41 WG1531158
1,3-Dichloropropane U 0.000110 0.00100 1 08/24/2020 04:41 WG1531158
cis-1,3-Dichloropropene U 0.000111 0.00100 1 08/24/2020 04:41 WG1531158
trans-1,3-Dichloropropene U 0.000118 0.00100 1 08/24/2020 04:41 WG1531158
2,2-Dichloropropane U 0.000161 0.00100 1 08/24/2020 04:41 WG1531158
Di-isopropyl ether U 0.000105 0.00100 1 08/24/2020 04:41 WG1531158
Ethylbenzene 0.000400 J 0.000137 0.00100 1 08/24/2020 04:41 WG1531158
Hexachloro-1,3-butadiene U 0.000337 0.00100 1 08/24/2020 04:41 WG1531158
Isopropylbenzene U 0.000105 0.00100 1 08/24/2020 04:41 WG1531158
p-Isopropyltoluene U 0.000120 0.00100 1 08/24/2020 04:41 WG1531158
2-Butanone (MEK)U 0.00119 0.0100 1 08/24/2020 04:41 WG1531158
Methylene Chloride U 0.000430 0.00500 1 08/24/2020 04:41 WG1531158
4-Methyl-2-pentanone (MIBK)U 0.000478 0.0100 1 08/24/2020 04:41 WG1531158
Methyl tert-butyl ether U 0.000101 0.00100 1 08/24/2020 04:41 WG1531158
Naphthalene U 0.00100 0.00500 1 08/24/2020 04:41 WG1531158
n-Propylbenzene U 0.0000993 0.00100 1 08/24/2020 04:41 WG1531158
Styrene U 0.000118 0.00100 1 08/24/2020 04:41 WG1531158
1,1,1,2-Tetrachloroethane U 0.000147 0.00100 1 08/24/2020 04:41 WG1531158
1,1,2,2-Tetrachloroethane U 0.000133 0.00100 1 08/24/2020 04:41 WG1531158
1,1,2-Trichlorotrifluoroethane U 0.000180 0.00100 1 08/24/2020 04:41 WG1531158
Tetrachloroethene U 0.000300 0.00100 1 08/24/2020 04:41 WG1531158
Toluene U 0.000278 0.00100 1 08/24/2020 04:41 WG1531158
1,2,3-Trichlorobenzene U 0.000230 0.00100 1 08/24/2020 04:41 WG1531158
1,2,4-Trichlorobenzene U 0.000481 0.00100 1 08/24/2020 04:41 WG1531158
1,1,1-Trichloroethane U 0.000149 0.00100 1 08/24/2020 04:41 WG1531158
1,1,2-Trichloroethane U 0.000158 0.00100 1 08/24/2020 04:41 WG1531158
Trichloroethene U 0.000190 0.00100 1 08/24/2020 04:41 WG1531158
Trichlorofluoromethane U 0.000160 0.00500 1 08/24/2020 04:41 WG1531158
1,2,3-Trichloropropane U 0.000237 0.00250 1 08/24/2020 04:41 WG1531158
1,2,4-Trimethylbenzene U 0.000322 0.00100 1 08/24/2020 04:41 WG1531158
1,2,3-Trimethylbenzene U 0.000104 0.00100 1 08/24/2020 04:41 WG1531158
1,3,5-Trimethylbenzene U 0.000104 0.00100 1 08/24/2020 04:41 WG1531158
Vinyl chloride U 0.000234 0.00100 1 08/24/2020 04:41 WG1531158
Xylenes, Total 0.00219 J 0.000174 0.00300 1 08/24/2020 04:41 WG1531158
(S) Toluene-d8 105 80.0-120 08/24/2020 04:41 WG1531158
(S) 4-Bromofluorobenzene 109 77.0-126 08/24/2020 04:41 WG1531158
(S) 1,2-Dichloroethane-d4 97.0 70.0-130 08/24/2020 04:41 WG1531158
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532073
Total Solids by Method 2540 G-2011 L1253135-01
Method Blank (MB)
(MB) R3564224-1 08/26/20 12:21
MB Result MB Qualifier MB MDL MB RDL
Analyte %%%
Total Solids 0.000
L1253064-01 Original Sample (OS) • Duplicate (DUP)
(OS) L1253064-01 08/26/20 12:21 • (DUP) R3564224-3 08/26/20 12:21
Original Result DUP Result Dilution DUP RPD DUP Qualifier DUP RPD
Limits
Analyte %%%%
Total Solids 92.0 92.1 1 0.128 10
Laboratory Control Sample (LCS)
(LCS) R3564224-2 08/26/20 12:21
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte %%%%
Total Solids 50.0 50.0 100 85.0-115
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532074
Total Solids by Method 2540 G-2011 L1253135-02,03,04,05,06,07,08,09,10,11
Method Blank (MB)
(MB) R3564329-1 08/26/20 22:38
MB Result MB Qualifier MB MDL MB RDL
Analyte %%%
Total Solids 0.000
L1253135-11 Original Sample (OS) • Duplicate (DUP)
(OS) L1253135-11 08/26/20 22:38 • (DUP) R3564329-3 08/26/20 22:38
Original Result DUP Result Dilution DUP RPD DUP Qualifier DUP RPD
Limits
Analyte %%%%
Total Solids 81.1 80.4 1 0.893 10
Laboratory Control Sample (LCS)
(LCS) R3564329-2 08/26/20 22:38
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte %%%%
Total Solids 50.0 49.9 99.9 85.0-115
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532076
Total Solids by Method 2540 G-2011 L1253135-12,13,14,15,16,17,20,21,23,24
Method Blank (MB)
(MB) R3564341-1 08/26/20 23:14
MB Result MB Qualifier MB MDL MB RDL
Analyte %%%
Total Solids 0.000
L1253135-13 Original Sample (OS) • Duplicate (DUP)
(OS) L1253135-13 08/26/20 23:14 • (DUP) R3564341-3 08/26/20 23:14
Original Result DUP Result Dilution DUP RPD DUP Qualifier DUP RPD
Limits
Analyte %%%%
Total Solids 64.3 63.5 1 1.34 10
Laboratory Control Sample (LCS)
(LCS) R3564341-2 08/26/20 23:14
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte %%%%
Total Solids 50.0 50.0 100 85.0-115
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532077
Total Solids by Method 2540 G-2011 L1253135-26,27
Method Blank (MB)
(MB) R3564334-1 08/26/20 22:59
MB Result MB Qualifier MB MDL MB RDL
Analyte %%%
Total Solids 0.00300
L1253135-27 Original Sample (OS) • Duplicate (DUP)
(OS) L1253135-27 08/26/20 22:59 • (DUP) R3564334-3 08/26/20 22:59
Original Result DUP Result Dilution DUP RPD DUP Qualifier DUP RPD
Limits
Analyte %%%%
Total Solids 64.2 61.0 1 5.08 10
Laboratory Control Sample (LCS)
(LCS) R3564334-2 08/26/20 22:59
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte %%%%
Total Solids 50.0 50.0 100 85.0-115
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532083
Wet Chemistry by Method 1664A L1253135-30,31
Method Blank (MB)
(MB) R3564105-1 08/26/20 15:45
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/l mg/l mg/l
Oil & Grease (Hexane Extr)U 1.16 5.00
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R3564105-2 08/26/20 15:45 • (LCSD) R3564105-3 08/26/20 15:45
Spike Amount LCS Result LCSD Result LCS Rec.LCSD Rec.Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits
Analyte mg/l mg/l mg/l %%%%%
Oil & Grease (Hexane Extr)40.0 32.2 33.9 80.5 84.8 78.0-114 5.14 20
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1533425
Wet Chemistry by Method 3060A/7196A L1253135-02,03,04,05,06,07,09,10,11,13,14,15,16,17,20,21,23,24,26,27
Method Blank (MB)
(MB) R3565045-1 08/28/20 17:29
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/kg mg/kg mg/kg
Chromium,Hexavalent U 0.640 2.00
L1253135-02 Original Sample (OS) • Duplicate (DUP)
(OS) L1253135-02 08/28/20 17:30 • (DUP) R3565045-3 08/28/20 17:36
Original Result
(dry)
DUP Result
(dry)Dilution DUP RPD DUP Qualifier DUP RPD
Limits
Analyte mg/kg mg/kg %%
Chromium,Hexavalent 0.861 0.920 1 6.59 J 20
L1253135-27 Original Sample (OS) • Duplicate (DUP)
(OS) L1253135-27 08/28/20 18:29 • (DUP) R3565045-8 08/28/20 18:30
Original Result
(dry)
DUP Result
(dry)Dilution DUP RPD DUP Qualifier DUP RPD
Limits
Analyte mg/kg mg/kg %%
Chromium,Hexavalent U U 1 0.000 20
Laboratory Control Sample (LCS)
(LCS) R3565045-2 08/28/20 17:29
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte mg/kg mg/kg %%
Chromium,Hexavalent 24.0 22.8 95.0 80.0-120
L1253135-03 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1253135-03 08/28/20 17:37 • (MS) R3565045-4 08/28/20 17:44 • (MSD) R3565045-5 08/28/20 17:45
Spike Amount
(dry)
Original Result
(dry)MS Result (dry)MSD Result
(dry)MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg mg/kg %%%%%
Chromium,Hexavalent 22.2 U 20.6 21.0 92.7 94.6 1 75.0-125 2.07 20
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1533425
Wet Chemistry by Method 3060A/7196A L1253135-02,03,04,05,06,07,09,10,11,13,14,15,16,17,20,21,23,24,26,27
L1253135-03 Original Sample (OS) • Matrix Spike (MS)
(OS) L1253135-03 08/28/20 17:37 • (MS) R3565045-6 08/28/20 17:45
Spike Amount
(dry)
Original Result
(dry)MS Result (dry)MS Rec.Dilution Rec. Limits MS Qualifier
Analyte mg/kg mg/kg mg/kg %%
Chromium,Hexavalent 750 U 780 104 50 75.0-125
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1531101
Wet Chemistry by Method 7199 L1253135-18,19,22,25,28,29,31,32,33
Method Blank (MB)
(MB) R3563547-1 08/24/20 15:31
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/l mg/l mg/l
Hexavalent Chromium U 0.000150 0.000500
L1251813-01 Original Sample (OS) • Duplicate (DUP)
(OS) L1251813-01 08/24/20 15:58 • (DUP) R3563547-3 08/24/20 16:07
Original Result DUP Result Dilution DUP RPD DUP Qualifier DUP RPD
Limits
Analyte mg/l mg/l %%
Hexavalent Chromium U U 1 0.000 20
L1252531-04 Original Sample (OS) • Duplicate (DUP)
(OS) L1252531-04 08/24/20 19:38 • (DUP) R3563547-7 08/24/20 19:45
Original Result DUP Result Dilution DUP RPD DUP Qualifier DUP RPD
Limits
Analyte mg/l mg/l %%
Hexavalent Chromium U U 1 0.000 20
Laboratory Control Sample (LCS)
(LCS) R3563547-2 08/24/20 15:38
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte mg/l mg/l %%
Hexavalent Chromium 0.00200 0.00200 100 90.0-110
L1252067-01 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1252067-01 08/24/20 16:36 • (MS) R3563547-4 08/24/20 16:44 • (MSD) R3563547-5 08/24/20 16:51
Spike Amount Original Result MS Result MSD Result MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/l mg/l mg/l mg/l %%%%%
Hexavalent Chromium 0.0500 U 0.0517 0.0515 103 103 1 90.0-110 0.289 20
L1252504-09 Original Sample (OS) • Matrix Spike (MS)
(OS) L1252504-09 08/24/20 19:23 • (MS) R3563547-6 08/24/20 19:31
Spike Amount Original Result MS Result MS Rec.Dilution Rec. Limits MS Qualifier
Analyte mg/l mg/l mg/l %%
Hexavalent Chromium 0.0500 U 0.0505 101 1 90.0-110
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1531298
Wet Chemistry by Method 9071B L1253135-08,12
Method Blank (MB)
(MB) R3563231-1 08/24/20 14:57
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/kg mg/kg mg/kg
Oil & Grease (Hexane Extr)U 33.0 100
L1252948-01 Original Sample (OS) • Duplicate (DUP)
(OS) L1252948-01 08/24/20 14:57 • (DUP) R3563231-4 08/24/20 14:57
Original Result
(dry)
DUP Result
(dry)Dilution DUP RPD DUP Qualifier DUP RPD
Limits
Analyte %%
Oil & Grease (Hexane Extr)244 88.9 1 93.1 P1 20
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R3563231-2 08/24/20 14:57 • (LCSD) R3563231-3 08/24/20 14:57
Spike Amount LCS Result LCSD Result LCS Rec.LCSD Rec.Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg %%%%%
Oil & Grease (Hexane Extr)4000 3300 3690 82.6 92.2 80.0-120 11.0 20
L1252948-01 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1252948-01 08/24/20 14:57 • (MS) R3563231-5 08/24/20 14:57 • (MSD) R3563231-6 08/24/20 14:57
Spike Amount
(dry)
Original Result
(dry)MS Result (dry)MSD Result
(dry)MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/kg %%%%%
Oil & Grease (Hexane Extr)4000 244 1520 2810 28.3 57.0 1 80.0-120 J6 J3 J6 59.6 20
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1530995
Mercury by Method 7470A L1253135-18,19,22,25,28,29,30,31,32,33
Method Blank (MB)
(MB) R3563185-1 08/24/20 12:32
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/l mg/l mg/l
Mercury U 0.000100 0.000200
Laboratory Control Sample (LCS)
(LCS) R3563185-2 08/24/20 12:34
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte mg/l mg/l %%
Mercury 0.00300 0.00308 103 80.0-120
L1253133-01 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1253133-01 08/24/20 12:36 • (MS) R3563185-3 08/24/20 12:38 • (MSD) R3563185-4 08/24/20 13:36
Spike Amount Original Result MS Result MSD Result MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/l mg/l mg/l mg/l %%%%%
Mercury 0.00300 U 0.00297 0.00298 98.9 99.3 1 75.0-125 0.370 20
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532261
Mercury by Method 7471A L1253135-01,02,03,04,05,06,07,08,09,10,11,13,14,15,16,17,20,21,23,24
Method Blank (MB)
(MB) R3563998-1 08/26/20 10:39
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/kg mg/kg mg/kg
Mercury U 0.0180 0.0400
Laboratory Control Sample (LCS)
(LCS) R3563998-2 08/26/20 10:41
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte mg/kg mg/kg %%
Mercury 0.500 0.501 100 80.0-120
L1253135-21 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1253135-21 08/26/20 10:49 • (MS) R3563998-3 08/26/20 10:51 • (MSD) R3563998-4 08/26/20 10:54
Spike Amount
(dry)
Original Result
(dry)MS Result (dry)MSD Result
(dry)MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg mg/kg %%%%%
Mercury 0.825 U 0.744 0.758 90.1 91.8 1 75.0-125 1.87 20
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532533
Mercury by Method 7471A L1253135-26,27
Method Blank (MB)
(MB) R3564203-1 08/26/20 20:21
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/kg mg/kg mg/kg
Mercury U 0.0180 0.0400
Laboratory Control Sample (LCS)
(LCS) R3564203-2 08/26/20 20:23
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte mg/kg mg/kg %%
Mercury 0.500 0.476 95.1 80.0-120
L1253063-01 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1253063-01 08/26/20 20:31 • (MS) R3564203-3 08/26/20 20:33 • (MSD) R3564203-4 08/26/20 20:36
Spike Amount Original Result MS Result MSD Result MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg mg/kg %%%%%
Mercury 0.500 0.253 0.0205 0.0257 0.000 0.000 1 75.0-125 J6 J3 J6 22.7 20
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1531332
Metals (ICPMS) by Method 6020 L1253135-18,19,22,25,28,29,30,31,32,33
Method Blank (MB)
(MB) R3563763-1 08/25/20 23:04
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/l mg/l mg/l
Arsenic U 0.000735 0.00200
Barium U 0.00778 0.0200
Cadmium U 0.000478 0.00100
Chromium U 0.00149 0.00200
Lead U 0.00249 0.00500
Nickel U 0.000952 0.00200
Selenium U 0.000657 0.00200
Silver U 0.000513 0.00200
Laboratory Control Sample (LCS)
(LCS) R3563763-2 08/25/20 23:07
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte mg/l mg/l %%
Arsenic 0.0500 0.0457 91.3 80.0-120
Barium 0.0500 0.0442 88.4 80.0-120
Cadmium 0.0500 0.0465 92.9 80.0-120
Chromium 0.0500 0.0466 93.2 80.0-120
Lead 0.0500 0.0455 90.9 80.0-120
Nickel 0.0500 0.0466 93.2 80.0-120
Selenium 0.0500 0.0490 97.9 80.0-120
Silver 0.0500 0.0475 95.0 80.0-120
L1244540-05 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1244540-05 08/25/20 23:11 • (MS) R3563763-3 08/25/20 23:17 • (MSD) R3563763-4 08/25/20 23:20
Spike Amount Original Result MS Result MSD Result MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/l mg/l mg/l mg/l %%%%%
Arsenic 0.0500 0.00274 0.0491 0.0496 92.7 93.7 1 75.0-125 1.08 20
Barium 0.0500 0.0407 0.0874 0.0874 93.4 93.4 1 75.0-125 0.000583 20
Cadmium 0.0500 U 0.0478 0.0478 95.5 95.5 1 75.0-125 0.0103 20
Chromium 0.0500 U 0.0472 0.0478 94.5 95.7 1 75.0-125 1.28 20
Lead 0.0500 U 0.0477 0.0475 95.4 95.0 1 75.0-125 0.510 20
Nickel 0.0500 U 0.0470 0.0476 94.0 95.2 1 75.0-125 1.20 20
Selenium 0.0500 U 0.0499 0.0497 99.8 99.4 1 75.0-125 0.481 20
Silver 0.0500 U 0.0485 0.0488 97.1 97.6 1 75.0-125 0.554 20
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532137
Metals (ICPMS) by Method 6020 L1253135-01,02,03,04,05,06,07,08,09,10,11,13,14,15,16,17,20,21,23,24
Method Blank (MB)
(MB) R3564158-1 08/26/20 18:05
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/kg mg/kg mg/kg
Arsenic U 0.422 1.00
Barium U 1.25 2.50
Cadmium U 0.406 1.00
Chromium U 2.24 5.00
Lead U 1.00 2.00
Nickel U 1.21 2.50
Selenium U 1.01 2.50
Silver U 0.213 0.500
Laboratory Control Sample (LCS)
(LCS) R3564158-2 08/26/20 18:08
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte mg/kg mg/kg %%
Arsenic 100 94.5 94.5 80.0-120
Barium 100 98.9 98.9 80.0-120
Cadmium 100 98.1 98.1 80.0-120
Chromium 100 98.6 98.6 80.0-120
Lead 100 97.9 97.9 80.0-120
Nickel 100 101 101 80.0-120
Selenium 100 103 103 80.0-120
Silver 20.0 20.2 101 80.0-120
L1253135-11 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1253135-11 08/26/20 18:12 • (MS) R3564158-5 08/26/20 18:21 • (MSD) R3564158-6 08/26/20 18:25
Spike Amount
(dry)
Original Result
(dry)MS Result (dry)MSD Result
(dry)MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg mg/kg %%%%%
Arsenic 24.7 1.59 115 116 92.4 92.6 5 75.0-125 0.247 20
Barium 24.7 77.3 192 199 93.0 98.5 5 75.0-125 3.51 20
Cadmium 24.7 U 120 122 97.3 99.3 5 75.0-125 2.04 20
Chromium 24.7 8.93 127 129 95.9 97.2 5 75.0-125 1.26 20
Lead 24.7 5.59 122 123 94.2 95.5 5 75.0-125 1.32 20
Nickel 24.7 6.59 124 127 95.3 97.4 5 75.0-125 2.14 20
Selenium 24.7 U 126 129 102 105 5 75.0-125 2.49 20
Silver 4.93 U 24.3 24.9 98.7 101 5 75.0-125 2.43 20
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532138
Metals (ICPMS) by Method 6020 L1253135-26,27
Method Blank (MB)
(MB) R3564147-1 08/26/20 16:39
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/kg mg/kg mg/kg
Arsenic U 0.422 1.00
Barium U 1.25 2.50
Cadmium U 0.406 1.00
Chromium U 2.24 5.00
Lead U 1.00 2.00
Nickel U 1.21 2.50
Selenium U 1.01 2.50
Silver U 0.213 0.500
Laboratory Control Sample (LCS)
(LCS) R3564147-2 08/26/20 16:43
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte mg/kg mg/kg %%
Arsenic 100 90.5 90.5 80.0-120
Barium 100 95.5 95.5 80.0-120
Cadmium 100 95.7 95.7 80.0-120
Chromium 100 94.0 94.0 80.0-120
Lead 100 95.3 95.3 80.0-120
Nickel 100 95.8 95.8 80.0-120
Selenium 100 100 100 80.0-120
Silver 20.0 19.7 98.6 80.0-120
L1253393-14 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1253393-14 08/26/20 16:46 • (MS) R3564147-5 08/26/20 16:56 • (MSD) R3564147-6 08/26/20 16:59
Spike Amount Original Result MS Result MSD Result MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg mg/kg %%%%%
Arsenic 20.0 7.26 94.0 101 86.7 93.8 5 75.0-125 7.22 20
Barium 20.0 138 230 255 92.3 117 5 75.0-125 10.3 20
Cadmium 20.0 U 94.8 101 94.8 101 5 75.0-125 5.90 20
Chromium 20.0 31.5 121 130 89.5 98.7 5 75.0-125 7.37 20
Lead 20.0 21.9 116 125 94.1 103 5 75.0-125 7.55 20
Nickel 20.0 20.6 110 117 89.2 96.5 5 75.0-125 6.40 20
Selenium 20.0 U 99.9 107 99.9 107 5 75.0-125 6.66 20
Silver 4.00 U 19.0 20.2 95.0 101 5 75.0-125 6.15 20
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1531158
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-18,19,22,25,28,29,31,32,33
Method Blank (MB)
(MB) R3563560-3 08/24/20 00:09
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/l mg/l mg/l
Acetone U 0.0113 0.0500
Acrolein U 0.00254 0.0500
Acrylonitrile U 0.000671 0.0100
Benzene U 0.0000941 0.00100
Bromobenzene U 0.000118 0.00100
Bromodichloromethane U 0.000136 0.00100
Bromoform U 0.000129 0.00100
Bromomethane U 0.000605 0.00500
n-Butylbenzene U 0.000157 0.00100
sec-Butylbenzene U 0.000125 0.00100
tert-Butylbenzene U 0.000127 0.00100
Carbon tetrachloride U 0.000128 0.00100
Chlorobenzene U 0.000116 0.00100
Chlorodibromomethane U 0.000140 0.00100
Chloroethane U 0.000192 0.00500
2-Chloroethyl vinyl ether U 0.000575 0.0500
Chloroform U 0.000111 0.00500
Chloromethane U 0.000960 0.00250
2-Chlorotoluene U 0.000106 0.00100
4-Chlorotoluene U 0.000114 0.00100
1,2-Dibromo-3-Chloropropane U 0.000276 0.00500
1,2-Dibromoethane U 0.000126 0.00100
Dibromomethane U 0.000122 0.00100
1,2-Dichlorobenzene U 0.000107 0.00100
1,3-Dichlorobenzene U 0.000110 0.00100
1,4-Dichlorobenzene U 0.000120 0.00100
Dichlorodifluoromethane U 0.000374 0.00500
1,1-Dichloroethane U 0.000100 0.00100
1,2-Dichloroethane U 0.0000819 0.00100
1,1-Dichloroethene U 0.000188 0.00100
cis-1,2-Dichloroethene U 0.000126 0.00100
trans-1,2-Dichloroethene U 0.000149 0.00100
1,2-Dichloropropane U 0.000149 0.00100
1,1-Dichloropropene U 0.000142 0.00100
1,3-Dichloropropane U 0.000110 0.00100
cis-1,3-Dichloropropene U 0.000111 0.00100
trans-1,3-Dichloropropene U 0.000118 0.00100
2,2-Dichloropropane U 0.000161 0.00100
Di-isopropyl ether U 0.000105 0.00100
Ethylbenzene U 0.000137 0.00100
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1531158
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-18,19,22,25,28,29,31,32,33
Method Blank (MB)
(MB) R3563560-3 08/24/20 00:09
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/l mg/l mg/l
Hexachloro-1,3-butadiene U 0.000337 0.00100
Isopropylbenzene U 0.000105 0.00100
p-Isopropyltoluene U 0.000120 0.00100
2-Butanone (MEK)U 0.00119 0.0100
Methylene Chloride U 0.000430 0.00500
4-Methyl-2-pentanone (MIBK)U 0.000478 0.0100
Methyl tert-butyl ether U 0.000101 0.00100
Naphthalene U 0.00100 0.00500
n-Propylbenzene U 0.0000993 0.00100
Styrene U 0.000118 0.00100
1,1,1,2-Tetrachloroethane U 0.000147 0.00100
1,1,2,2-Tetrachloroethane U 0.000133 0.00100
Tetrachloroethene U 0.000300 0.00100
Toluene U 0.000278 0.00100
1,1,2-Trichlorotrifluoroethane U 0.000180 0.00100
1,2,3-Trichlorobenzene U 0.000230 0.00100
1,2,4-Trichlorobenzene U 0.000481 0.00100
1,1,1-Trichloroethane U 0.000149 0.00100
1,1,2-Trichloroethane U 0.000158 0.00100
Trichloroethene U 0.000190 0.00100
Trichlorofluoromethane U 0.000160 0.00500
1,2,3-Trichloropropane U 0.000237 0.00250
1,2,3-Trimethylbenzene U 0.000104 0.00100
1,2,4-Trimethylbenzene U 0.000322 0.00100
1,3,5-Trimethylbenzene U 0.000104 0.00100
Vinyl chloride U 0.000234 0.00100
Xylenes, Total U 0.000174 0.00300
(S) Toluene-d8 104 80.0-120
(S) 4-Bromofluorobenzene 108 77.0-126
(S) 1,2-Dichloroethane-d4 96.4 70.0-130
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R3563560-1 08/23/20 23:08 • (LCSD) R3563560-2 08/23/20 23:29
Spike Amount LCS Result LCSD Result LCS Rec.LCSD Rec.Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits
Analyte mg/l mg/l mg/l %%%%%
Acetone 0.0250 0.0130 0.0155 52.0 62.0 19.0-160 17.5 27
Acrolein 0.0250 0.0158 0.0165 63.2 66.0 10.0-160 4.33 26
Acrylonitrile 0.0250 0.0181 0.0257 72.4 103 55.0-149 J3 34.7 20
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1531158
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-18,19,22,25,28,29,31,32,33
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R3563560-1 08/23/20 23:08 • (LCSD) R3563560-2 08/23/20 23:29
Spike Amount LCS Result LCSD Result LCS Rec.LCSD Rec.Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits
Analyte mg/l mg/l mg/l %%%%%
Benzene 0.00500 0.00485 0.00484 97.0 96.8 70.0-123 0.206 20
Bromobenzene 0.00500 0.00446 0.00454 89.2 90.8 73.0-121 1.78 20
Bromodichloromethane 0.00500 0.00493 0.00516 98.6 103 75.0-120 4.56 20
Bromoform 0.00500 0.00578 0.00597 116 119 68.0-132 3.23 20
Bromomethane 0.00500 0.00317 0.00325 63.4 65.0 10.0-160 2.49 25
n-Butylbenzene 0.00500 0.00355 0.00369 71.0 73.8 73.0-125 J4 3.87 20
sec-Butylbenzene 0.00500 0.00409 0.00420 81.8 84.0 75.0-125 2.65 20
tert-Butylbenzene 0.00500 0.00447 0.00448 89.4 89.6 76.0-124 0.223 20
Carbon tetrachloride 0.00500 0.00479 0.00523 95.8 105 68.0-126 8.78 20
Chlorobenzene 0.00500 0.00495 0.00517 99.0 103 80.0-121 4.35 20
Chlorodibromomethane 0.00500 0.00551 0.00578 110 116 77.0-125 4.78 20
Chloroethane 0.00500 0.00362 0.00319 72.4 63.8 47.0-150 12.6 20
2-Chloroethyl vinyl ether 0.0250 0.0221 0.0237 88.4 94.8 51.0-160 6.99 20
Chloroform 0.00500 0.00496 0.00501 99.2 100 73.0-120 1.00 20
Chloromethane 0.00500 0.00509 0.00512 102 102 41.0-142 0.588 20
2-Chlorotoluene 0.00500 0.00448 0.00476 89.6 95.2 76.0-123 6.06 20
4-Chlorotoluene 0.00500 0.00443 0.00462 88.6 92.4 75.0-122 4.20 20
1,2-Dibromo-3-Chloropropane 0.00500 0.00346 0.00347 69.2 69.4 58.0-134 0.289 20
1,2-Dibromoethane 0.00500 0.00513 0.00514 103 103 80.0-122 0.195 20
Dibromomethane 0.00500 0.00480 0.00502 96.0 100 80.0-120 4.48 20
1,2-Dichlorobenzene 0.00500 0.00387 0.00392 77.4 78.4 79.0-121 J4 J4 1.28 20
1,3-Dichlorobenzene 0.00500 0.00463 0.00478 92.6 95.6 79.0-120 3.19 20
1,4-Dichlorobenzene 0.00500 0.00436 0.00441 87.2 88.2 79.0-120 1.14 20
Dichlorodifluoromethane 0.00500 0.00538 0.00526 108 105 51.0-149 2.26 20
1,1-Dichloroethane 0.00500 0.00470 0.00481 94.0 96.2 70.0-126 2.31 20
1,2-Dichloroethane 0.00500 0.00432 0.00468 86.4 93.6 70.0-128 8.00 20
1,1-Dichloroethene 0.00500 0.00519 0.00536 104 107 71.0-124 3.22 20
cis-1,2-Dichloroethene 0.00500 0.00520 0.00515 104 103 73.0-120 0.966 20
trans-1,2-Dichloroethene 0.00500 0.00535 0.00545 107 109 73.0-120 1.85 20
1,2-Dichloropropane 0.00500 0.00456 0.00494 91.2 98.8 77.0-125 8.00 20
1,1-Dichloropropene 0.00500 0.00478 0.00497 95.6 99.4 74.0-126 3.90 20
1,3-Dichloropropane 0.00500 0.00479 0.00503 95.8 101 80.0-120 4.89 20
cis-1,3-Dichloropropene 0.00500 0.00491 0.00514 98.2 103 80.0-123 4.58 20
trans-1,3-Dichloropropene 0.00500 0.00460 0.00491 92.0 98.2 78.0-124 6.52 20
2,2-Dichloropropane 0.00500 0.00533 0.00535 107 107 58.0-130 0.375 20
Di-isopropyl ether 0.00500 0.00434 0.00441 86.8 88.2 58.0-138 1.60 20
Ethylbenzene 0.00500 0.00485 0.00495 97.0 99.0 79.0-123 2.04 20
Hexachloro-1,3-butadiene 0.00500 0.00340 0.00363 68.0 72.6 54.0-138 6.54 20
Isopropylbenzene 0.00500 0.00455 0.00460 91.0 92.0 76.0-127 1.09 20
p-Isopropyltoluene 0.00500 0.00442 0.00445 88.4 89.0 76.0-125 0.676 20
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1531158
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-18,19,22,25,28,29,31,32,33
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R3563560-1 08/23/20 23:08 • (LCSD) R3563560-2 08/23/20 23:29
Spike Amount LCS Result LCSD Result LCS Rec.LCSD Rec.Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits
Analyte mg/l mg/l mg/l %%%%%
2-Butanone (MEK)0.0250 0.0172 0.0197 68.8 78.8 44.0-160 13.6 20
Methylene Chloride 0.00500 0.00475 0.00501 95.0 100 67.0-120 5.33 20
4-Methyl-2-pentanone (MIBK)0.0250 0.0198 0.0212 79.2 84.8 68.0-142 6.83 20
Methyl tert-butyl ether 0.00500 0.00439 0.00468 87.8 93.6 68.0-125 6.39 20
Naphthalene 0.00500 0.00338 0.00362 67.6 72.4 54.0-135 6.86 20
n-Propylbenzene 0.00500 0.00435 0.00451 87.0 90.2 77.0-124 3.61 20
Styrene 0.00500 0.00487 0.00495 97.4 99.0 73.0-130 1.63 20
1,1,1,2-Tetrachloroethane 0.00500 0.00559 0.00577 112 115 75.0-125 3.17 20
1,1,2,2-Tetrachloroethane 0.00500 0.00439 0.00462 87.8 92.4 65.0-130 5.11 20
Tetrachloroethene 0.00500 0.00568 0.00581 114 116 72.0-132 2.26 20
Toluene 0.00500 0.00505 0.00503 101 101 79.0-120 0.397 20
1,1,2-Trichlorotrifluoroethane 0.00500 0.00459 0.00507 91.8 101 69.0-132 9.94 20
1,2,3-Trichlorobenzene 0.00500 0.00357 0.00377 71.4 75.4 50.0-138 5.45 20
1,2,4-Trichlorobenzene 0.00500 0.00332 0.00359 66.4 71.8 57.0-137 7.81 20
1,1,1-Trichloroethane 0.00500 0.00492 0.00516 98.4 103 73.0-124 4.76 20
1,1,2-Trichloroethane 0.00500 0.00498 0.00531 99.6 106 80.0-120 6.41 20
Trichloroethene 0.00500 0.00563 0.00562 113 112 78.0-124 0.178 20
Trichlorofluoromethane 0.00500 0.00447 0.00462 89.4 92.4 59.0-147 3.30 20
1,2,3-Trichloropropane 0.00500 0.00514 0.00502 103 100 73.0-130 2.36 20
1,2,3-Trimethylbenzene 0.00500 0.00409 0.00416 81.8 83.2 77.0-120 1.70 20
1,2,4-Trimethylbenzene 0.00500 0.00437 0.00441 87.4 88.2 76.0-121 0.911 20
1,3,5-Trimethylbenzene 0.00500 0.00463 0.00472 92.6 94.4 76.0-122 1.93 20
Vinyl chloride 0.00500 0.00401 0.00384 80.2 76.8 67.0-131 4.33 20
Xylenes, Total 0.0150 0.0143 0.0147 95.3 98.0 79.0-123 2.76 20
(S) Toluene-d8 105 104 80.0-120
(S) 4-Bromofluorobenzene 108 109 77.0-126
(S) 1,2-Dichloroethane-d4 93.6 95.8 70.0-130
L1253229-04 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1253229-04 08/24/20 05:42 • (MS) R3563560-4 08/24/20 07:44 • (MSD) R3563560-5 08/24/20 08:05
Spike Amount Original Result MS Result MSD Result MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/l mg/l mg/l mg/l %%%%%
Acetone 0.0250 0.0296 0.0188 0.0164 75.2 65.6 1 10.0-160 13.6 35
Acrolein 0.0250 U 0.0128 0.00980 51.2 39.2 1 10.0-160 26.5 39
Acrylonitrile 0.0250 U 0.0280 0.0198 112 79.2 1 21.0-160 J3 34.3 32
Benzene 0.00500 U 0.00707 0.00690 141 138 1 17.0-158 2.43 27
Bromobenzene 0.00500 U 0.00615 0.00646 123 129 1 30.0-149 4.92 28
Bromodichloromethane 0.00500 0.000196 0.00691 0.00695 138 139 1 31.0-150 0.577 27
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1531158
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-18,19,22,25,28,29,31,32,33
L1253229-04 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1253229-04 08/24/20 05:42 • (MS) R3563560-4 08/24/20 07:44 • (MSD) R3563560-5 08/24/20 08:05
Spike Amount Original Result MS Result MSD Result MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/l mg/l mg/l mg/l %%%%%
Bromoform 0.00500 U 0.00770 0.00725 154 145 1 29.0-150 J5 6.02 29
Bromomethane 0.00500 U 0.00472 0.00482 94.4 96.4 1 10.0-160 2.10 38
n-Butylbenzene 0.00500 U 0.00558 0.00603 112 121 1 31.0-150 7.75 30
sec-Butylbenzene 0.00500 U 0.00645 0.00670 129 134 1 33.0-155 3.80 29
tert-Butylbenzene 0.00500 U 0.00666 0.00710 133 142 1 34.0-153 6.40 28
Carbon tetrachloride 0.00500 U 0.00764 0.00807 153 161 1 23.0-159 J5 5.47 28
Chlorobenzene 0.00500 U 0.00709 0.00709 142 142 1 33.0-152 0.000 27
Chlorodibromomethane 0.00500 U 0.00754 0.00732 151 146 1 37.0-149 J5 2.96 27
Chloroethane 0.00500 U 0.00540 0.00551 108 110 1 10.0-160 2.02 30
2-Chloroethyl vinyl ether 0.0250 U U U 0.000 0.000 1 10.0-160 J6 J6 0.000 31
Chloroform 0.00500 0.000755 0.00782 0.00752 156 150 1 29.0-154 J5 3.91 28
Chloromethane 0.00500 U 0.00816 0.00830 163 166 1 10.0-160 J5 J5 1.70 29
2-Chlorotoluene 0.00500 U 0.00628 0.00657 126 131 1 32.0-153 4.51 28
4-Chlorotoluene 0.00500 U 0.00635 0.00665 127 133 1 32.0-150 4.62 28
1,2-Dibromo-3-Chloropropane 0.00500 U 0.00371 0.00416 74.2 83.2 1 22.0-151 11.4 34
1,2-Dibromoethane 0.00500 U 0.00677 0.00657 135 131 1 34.0-147 3.00 27
Dibromomethane 0.00500 U 0.00651 0.00588 130 118 1 30.0-151 10.2 27
1,2-Dichlorobenzene 0.00500 U 0.00517 0.00551 103 110 1 34.0-149 6.37 28
1,3-Dichlorobenzene 0.00500 U 0.00639 0.00678 128 136 1 36.0-146 5.92 27
1,4-Dichlorobenzene 0.00500 U 0.00580 0.00625 116 125 1 35.0-142 7.47 27
Dichlorodifluoromethane 0.00500 U 0.00917 0.00959 183 192 1 10.0-160 J5 J5 4.48 29
1,1-Dichloroethane 0.00500 U 0.00681 0.00678 136 136 1 25.0-158 0.442 27
1,2-Dichloroethane 0.00500 U 0.00635 0.00589 127 118 1 29.0-151 7.52 27
1,1-Dichloroethene 0.00500 U 0.00780 0.00847 156 169 1 11.0-160 J5 8.24 29
cis-1,2-Dichloroethene 0.00500 U 0.00775 0.00745 155 149 1 10.0-160 3.95 27
trans-1,2-Dichloroethene 0.00500 U 0.00750 0.00774 150 155 1 17.0-153 J5 3.15 27
1,2-Dichloropropane 0.00500 U 0.00665 0.00649 133 130 1 30.0-156 2.44 27
1,1-Dichloropropene 0.00500 U 0.00716 0.00749 143 150 1 25.0-158 4.51 27
1,3-Dichloropropane 0.00500 U 0.00659 0.00634 132 127 1 38.0-147 3.87 27
cis-1,3-Dichloropropene 0.00500 U 0.00689 0.00675 138 135 1 34.0-149 2.05 28
trans-1,3-Dichloropropene 0.00500 U 0.00681 0.00679 136 136 1 32.0-149 0.294 28
2,2-Dichloropropane 0.00500 U 0.00725 0.00717 145 143 1 24.0-152 1.11 29
Di-isopropyl ether 0.00500 U 0.00617 0.00632 123 126 1 21.0-160 2.40 28
Ethylbenzene 0.00500 U 0.00712 0.00733 142 147 1 30.0-155 2.91 27
Hexachloro-1,3-butadiene 0.00500 U 0.00427 0.00563 85.4 113 1 20.0-154 27.5 34
Isopropylbenzene 0.00500 U 0.00678 0.00691 136 138 1 28.0-157 1.90 27
p-Isopropyltoluene 0.00500 0.00283 0.00947 0.0101 133 145 1 30.0-154 6.44 29
2-Butanone (MEK)0.0250 0.00279 0.0190 0.0158 76.0 63.2 1 10.0-160 18.4 32
Methylene Chloride 0.00500 U 0.00656 0.00649 131 130 1 23.0-144 1.07 28
4-Methyl-2-pentanone (MIBK)0.0250 0.000619 0.0268 0.0232 107 92.8 1 29.0-160 14.4 29
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1531158
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-18,19,22,25,28,29,31,32,33
L1253229-04 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1253229-04 08/24/20 05:42 • (MS) R3563560-4 08/24/20 07:44 • (MSD) R3563560-5 08/24/20 08:05
Spike Amount Original Result MS Result MSD Result MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/l mg/l mg/l mg/l %%%%%
Methyl tert-butyl ether 0.00500 U 0.00613 0.00597 123 119 1 28.0-150 2.64 29
Naphthalene 0.00500 U 0.00383 0.00504 76.6 101 1 12.0-156 27.3 35
n-Propylbenzene 0.00500 U 0.00648 0.00677 130 135 1 31.0-154 4.38 28
Styrene 0.00500 U 0.00707 0.00687 141 137 1 33.0-155 2.87 28
1,1,1,2-Tetrachloroethane 0.00500 U 0.00781 0.00776 156 155 1 36.0-151 J5 J5 0.642 29
1,1,2,2-Tetrachloroethane 0.00500 U 0.00598 0.00567 120 113 1 33.0-150 5.32 28
Tetrachloroethene 0.00500 0.305 0.307 0.315 40.0 200 1 10.0-160 E E V 2.57 27
Toluene 0.00500 0.00558 0.0124 0.0127 136 142 1 26.0-154 2.39 28
1,1,2-Trichlorotrifluoroethane 0.00500 U 0.00843 0.00882 169 176 1 23.0-160 J5 J5 4.52 30
1,2,3-Trichlorobenzene 0.00500 U 0.00331 0.00487 66.2 97.4 1 17.0-150 J3 38.1 36
1,2,4-Trichlorobenzene 0.00500 U 0.00388 0.00511 77.6 102 1 24.0-150 27.4 33
1,1,1-Trichloroethane 0.00500 U 0.00749 0.00744 150 149 1 23.0-160 0.670 28
1,1,2-Trichloroethane 0.00500 U 0.00688 0.00644 138 129 1 35.0-147 6.61 27
Trichloroethene 0.00500 0.000341 0.00842 0.00850 168 170 1 10.0-160 J5 J5 0.946 25
Trichlorofluoromethane 0.00500 U 0.00763 0.00816 153 163 1 17.0-160 J5 6.71 31
1,2,3-Trichloropropane 0.00500 U 0.000538 0.00624 10.8 125 1 34.0-151 J6 J3 168 29
1,2,3-Trimethylbenzene 0.00500 U 0.00572 0.00608 114 122 1 32.0-149 6.10 28
1,2,4-Trimethylbenzene 0.00500 U 0.00660 0.00699 132 140 1 26.0-154 5.74 27
1,3,5-Trimethylbenzene 0.00500 U 0.00652 0.00701 130 140 1 28.0-153 7.24 27
Vinyl chloride 0.00500 U 0.00619 0.00625 124 125 1 10.0-160 0.965 27
Xylenes, Total 0.0150 U 0.0214 0.0217 143 145 1 29.0-154 1.39 28
(S) Toluene-d8 102 102 80.0-120
(S) 4-Bromofluorobenzene 119 113 77.0-126
(S) 1,2-Dichloroethane-d4 95.3 86.4 70.0-130
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532299
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-30
Method Blank (MB)
(MB) R3563939-3 08/25/20 20:55
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/l mg/l mg/l
TPH (GC/MS) Low Fraction U 0.108 0.500
Acetone U 0.0113 0.0500
Acrolein U 0.00254 0.0500
Acrylonitrile U 0.000671 0.0100
Benzene U 0.0000941 0.00100
Bromobenzene U 0.000118 0.00100
Bromodichloromethane U 0.000136 0.00100
Bromoform U 0.000129 0.00100
Bromomethane U 0.000605 0.00500
n-Butylbenzene U 0.000157 0.00100
sec-Butylbenzene U 0.000125 0.00100
tert-Butylbenzene U 0.000127 0.00100
Carbon tetrachloride U 0.000128 0.00100
Chlorobenzene U 0.000116 0.00100
Chlorodibromomethane U 0.000140 0.00100
Chloroethane U 0.000192 0.00500
2-Chloroethyl vinyl ether U 0.000575 0.0500
Chloroform U 0.000111 0.00500
Chloromethane U 0.000960 0.00250
2-Chlorotoluene U 0.000106 0.00100
4-Chlorotoluene U 0.000114 0.00100
1,2-Dibromo-3-Chloropropane U 0.000276 0.00500
1,2-Dibromoethane U 0.000126 0.00100
Dibromomethane U 0.000122 0.00100
1,2-Dichlorobenzene U 0.000107 0.00100
1,3-Dichlorobenzene U 0.000110 0.00100
1,4-Dichlorobenzene U 0.000120 0.00100
Dichlorodifluoromethane U 0.000374 0.00500
1,1-Dichloroethane U 0.000100 0.00100
1,2-Dichloroethane U 0.0000819 0.00100
1,1-Dichloroethene U 0.000188 0.00100
cis-1,2-Dichloroethene U 0.000126 0.00100
trans-1,2-Dichloroethene U 0.000149 0.00100
1,2-Dichloropropane U 0.000149 0.00100
1,1-Dichloropropene U 0.000142 0.00100
1,3-Dichloropropane U 0.000110 0.00100
cis-1,3-Dichloropropene U 0.000111 0.00100
trans-1,3-Dichloropropene U 0.000118 0.00100
2,2-Dichloropropane U 0.000161 0.00100
Di-isopropyl ether U 0.000105 0.00100
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532299
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-30
Method Blank (MB)
(MB) R3563939-3 08/25/20 20:55
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/l mg/l mg/l
Ethylbenzene U 0.000137 0.00100
Hexachloro-1,3-butadiene U 0.000337 0.00100
Isopropylbenzene U 0.000105 0.00100
p-Isopropyltoluene U 0.000120 0.00100
2-Butanone (MEK)U 0.00119 0.0100
Methylene Chloride U 0.000430 0.00500
4-Methyl-2-pentanone (MIBK)U 0.000478 0.0100
Methyl tert-butyl ether U 0.000101 0.00100
Naphthalene U 0.00100 0.00500
n-Propylbenzene U 0.0000993 0.00100
Styrene U 0.000118 0.00100
1,1,1,2-Tetrachloroethane U 0.000147 0.00100
1,1,2,2-Tetrachloroethane U 0.000133 0.00100
Tetrachloroethene U 0.000300 0.00100
Toluene U 0.000278 0.00100
1,2,3-Trichlorobenzene U 0.000230 0.00100
1,2,4-Trichlorobenzene U 0.000481 0.00100
1,1,1-Trichloroethane U 0.000149 0.00100
1,1,2-Trichloroethane U 0.000158 0.00100
Trichloroethene U 0.000190 0.00100
Trichlorofluoromethane U 0.000160 0.00500
1,2,3-Trichloropropane U 0.000237 0.00250
1,2,3-Trimethylbenzene U 0.000104 0.00100
1,2,4-Trimethylbenzene U 0.000322 0.00100
1,3,5-Trimethylbenzene U 0.000104 0.00100
Vinyl chloride U 0.000234 0.00100
Xylenes, Total U 0.000174 0.00300
(S) Toluene-d8 101 80.0-120
(S) 4-Bromofluorobenzene 92.6 77.0-126
(S) 1,2-Dichloroethane-d4 105 70.0-130
Laboratory Control Sample (LCS)
(LCS) R3563939-1 08/25/20 19:15
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte mg/l mg/l %%
Acetone 0.0250 0.0298 119 19.0-160
Acrolein 0.0250 0.0344 138 10.0-160
Acrylonitrile 0.0250 0.0369 148 55.0-149
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532299
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-30
Laboratory Control Sample (LCS)
(LCS) R3563939-1 08/25/20 19:15
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte mg/l mg/l %%
Benzene 0.00500 0.00537 107 70.0-123
Bromobenzene 0.00500 0.00543 109 73.0-121
Bromodichloromethane 0.00500 0.00473 94.6 75.0-120
Bromoform 0.00500 0.00488 97.6 68.0-132
Bromomethane 0.00500 0.00466 93.2 10.0-160
n-Butylbenzene 0.00500 0.00534 107 73.0-125
sec-Butylbenzene 0.00500 0.00527 105 75.0-125
tert-Butylbenzene 0.00500 0.00548 110 76.0-124
Carbon tetrachloride 0.00500 0.00484 96.8 68.0-126
Chlorobenzene 0.00500 0.00484 96.8 80.0-121
Chlorodibromomethane 0.00500 0.00490 98.0 77.0-125
Chloroethane 0.00500 0.00596 119 47.0-150
2-Chloroethyl vinyl ether 0.0250 0.0295 118 51.0-160
Chloroform 0.00500 0.00484 96.8 73.0-120
Chloromethane 0.00500 0.00672 134 41.0-142
2-Chlorotoluene 0.00500 0.00523 105 76.0-123
4-Chlorotoluene 0.00500 0.00529 106 75.0-122
1,2-Dibromo-3-Chloropropane 0.00500 0.00505 101 58.0-134
1,2-Dibromoethane 0.00500 0.00505 101 80.0-122
Dibromomethane 0.00500 0.00511 102 80.0-120
1,2-Dichlorobenzene 0.00500 0.00585 117 79.0-121
1,3-Dichlorobenzene 0.00500 0.00542 108 79.0-120
1,4-Dichlorobenzene 0.00500 0.00608 122 79.0-120 J4
Dichlorodifluoromethane 0.00500 0.00412 82.4 51.0-149
1,1-Dichloroethane 0.00500 0.00662 132 70.0-126 J4
1,2-Dichloroethane 0.00500 0.00608 122 70.0-128
1,1-Dichloroethene 0.00500 0.00509 102 71.0-124
cis-1,2-Dichloroethene 0.00500 0.00516 103 73.0-120
trans-1,2-Dichloroethene 0.00500 0.00533 107 73.0-120
1,2-Dichloropropane 0.00500 0.00679 136 77.0-125 J4
1,1-Dichloropropene 0.00500 0.00535 107 74.0-126
1,3-Dichloropropane 0.00500 0.00561 112 80.0-120
cis-1,3-Dichloropropene 0.00500 0.00542 108 80.0-123
trans-1,3-Dichloropropene 0.00500 0.00552 110 78.0-124
2,2-Dichloropropane 0.00500 0.00495 99.0 58.0-130
Di-isopropyl ether 0.00500 0.00650 130 58.0-138
Ethylbenzene 0.00500 0.00521 104 79.0-123
Hexachloro-1,3-butadiene 0.00500 0.00639 128 54.0-138
Isopropylbenzene 0.00500 0.00491 98.2 76.0-127
p-Isopropyltoluene 0.00500 0.00550 110 76.0-125
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532299
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-30
Laboratory Control Sample (LCS)
(LCS) R3563939-1 08/25/20 19:15
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte mg/l mg/l %%
2-Butanone (MEK)0.0250 0.0343 137 44.0-160
Methylene Chloride 0.00500 0.00477 95.4 67.0-120
4-Methyl-2-pentanone (MIBK)0.0250 0.0335 134 68.0-142
Methyl tert-butyl ether 0.00500 0.00478 95.6 68.0-125
Naphthalene 0.00500 0.00579 116 54.0-135
n-Propylbenzene 0.00500 0.00544 109 77.0-124
Styrene 0.00500 0.00492 98.4 73.0-130
1,1,1,2-Tetrachloroethane 0.00500 0.00540 108 75.0-125
1,1,2,2-Tetrachloroethane 0.00500 0.00556 111 65.0-130
Tetrachloroethene 0.00500 0.00510 102 72.0-132
Toluene 0.00500 0.00508 102 79.0-120
1,2,3-Trichlorobenzene 0.00500 0.00638 128 50.0-138
1,2,4-Trichlorobenzene 0.00500 0.00643 129 57.0-137
1,1,1-Trichloroethane 0.00500 0.00481 96.2 73.0-124
1,1,2-Trichloroethane 0.00500 0.00540 108 80.0-120
Trichloroethene 0.00500 0.00531 106 78.0-124
Trichlorofluoromethane 0.00500 0.00414 82.8 59.0-147
1,2,3-Trichloropropane 0.00500 0.00594 119 73.0-130
1,2,3-Trimethylbenzene 0.00500 0.00552 110 77.0-120
1,2,4-Trimethylbenzene 0.00500 0.00528 106 76.0-121
1,3,5-Trimethylbenzene 0.00500 0.00561 112 76.0-122
Vinyl chloride 0.00500 0.00666 133 67.0-131 J4
Xylenes, Total 0.0150 0.0153 102 79.0-123
(S) Toluene-d8 101 80.0-120
(S) 4-Bromofluorobenzene 91.3 77.0-126
(S) 1,2-Dichloroethane-d4 103 70.0-130
Laboratory Control Sample (LCS)
(LCS) R3563939-2 08/25/20 20:15
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte mg/l mg/l %%
TPH (GC/MS) Low Fraction 5.00 5.78 116 66.0-132
(S) Toluene-d8 96.5 80.0-120
(S) 4-Bromofluorobenzene 103 77.0-126
(S) 1,2-Dichloroethane-d4 108 70.0-130
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1533004
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-30
Method Blank (MB)
(MB) R3564393-3 08/27/20 01:48
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/l mg/l mg/l
1,1,2-Trichlorotrifluoroethane U 0.000180 0.00100
(S) Toluene-d8 103 80.0-120
(S) 4-Bromofluorobenzene 104 77.0-126
(S) 1,2-Dichloroethane-d4 90.8 70.0-130
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R3564393-1 08/27/20 00:45 • (LCSD) R3564393-2 08/27/20 01:06
Spike Amount LCS Result LCSD Result LCS Rec.LCSD Rec.Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits
Analyte mg/l mg/l mg/l %%%%%
1,1,2-Trichlorotrifluoroethane 0.00500 0.00447 0.00470 89.4 94.0 69.0-132 5.02 20
(S) Toluene-d8 103 102 80.0-120
(S) 4-Bromofluorobenzene 103 97.1 77.0-126
(S) 1,2-Dichloroethane-d4 84.7 90.6 70.0-130
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532400
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-26,27
Method Blank (MB)
(MB) R3564723-3 08/27/20 19:52
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/kg mg/kg mg/kg
Acetone U 0.0365 0.0500
Acrylonitrile U 0.00361 0.0125
Benzene U 0.000467 0.00100
Bromobenzene U 0.000900 0.0125
Bromodichloromethane U 0.000725 0.00250
Bromoform U 0.00117 0.0250
Bromomethane U 0.00197 0.0125
n-Butylbenzene U 0.00525 0.0125
sec-Butylbenzene U 0.00288 0.0125
tert-Butylbenzene U 0.00195 0.00500
Carbon tetrachloride U 0.000898 0.00500
Chlorobenzene U 0.000210 0.00250
Chlorodibromomethane U 0.000612 0.00250
Chloroethane U 0.00170 0.00500
Chloroform U 0.00103 0.00250
Chloromethane U 0.00435 0.0125
2-Chlorotoluene U 0.000865 0.00250
4-Chlorotoluene U 0.000450 0.00500
1,2-Dibromo-3-Chloropropane U 0.00390 0.0250
1,2-Dibromoethane U 0.000648 0.00250
Dibromomethane U 0.000750 0.00500
1,2-Dichlorobenzene U 0.000425 0.00500
1,3-Dichlorobenzene U 0.000600 0.00500
1,4-Dichlorobenzene U 0.000700 0.00500
Dichlorodifluoromethane U 0.00161 0.00250
1,1-Dichloroethane U 0.000491 0.00250
1,2-Dichloroethane U 0.000649 0.00250
1,1-Dichloroethene U 0.000606 0.00250
cis-1,2-Dichloroethene U 0.000734 0.00250
trans-1,2-Dichloroethene U 0.00104 0.00500
1,2-Dichloropropane U 0.00142 0.00500
1,1-Dichloropropene U 0.000809 0.00250
1,3-Dichloropropane U 0.000501 0.00500
cis-1,3-Dichloropropene U 0.000757 0.00250
trans-1,3-Dichloropropene U 0.00114 0.00500
2,2-Dichloropropane U 0.00138 0.00250
Di-isopropyl ether U 0.000410 0.00100
Ethylbenzene U 0.000737 0.00250
Hexachloro-1,3-butadiene U 0.00600 0.0250
Isopropylbenzene U 0.000425 0.00250
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532400
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-26,27
Method Blank (MB)
(MB) R3564723-3 08/27/20 19:52
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/kg mg/kg mg/kg
p-Isopropyltoluene U 0.00255 0.00500
2-Butanone (MEK)U 0.0635 0.100
Methylene Chloride U 0.00664 0.0250
4-Methyl-2-pentanone (MIBK)U 0.00228 0.0250
Methyl tert-butyl ether U 0.000350 0.00100
Naphthalene U 0.00488 0.0125
n-Propylbenzene U 0.000950 0.00500
Styrene U 0.000229 0.0125
1,1,1,2-Tetrachloroethane U 0.000948 0.00250
1,1,2,2-Tetrachloroethane U 0.000695 0.00250
Tetrachloroethene U 0.000896 0.00250
Toluene U 0.00130 0.00500
1,1,2-Trichlorotrifluoroethane U 0.000754 0.00250
1,2,3-Trichlorobenzene U 0.00733 0.0125
1,2,4-Trichlorobenzene U 0.00440 0.0125
1,1,1-Trichloroethane U 0.000923 0.00250
1,1,2-Trichloroethane U 0.000597 0.00250
Trichloroethene U 0.000584 0.00100
Trichlorofluoromethane U 0.000827 0.00250
1,2,3-Trichloropropane U 0.00162 0.0125
1,2,3-Trimethylbenzene U 0.00158 0.00500
1,2,4-Trimethylbenzene U 0.00158 0.00500
1,3,5-Trimethylbenzene U 0.00200 0.00500
Vinyl chloride U 0.00116 0.00250
Xylenes, Total U 0.000880 0.00650
(S) Toluene-d8 107 75.0-131
(S) 4-Bromofluorobenzene 102 67.0-138
(S) 1,2-Dichloroethane-d4 91.3 70.0-130
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R3564723-1 08/27/20 18:33 • (LCSD) R3564723-2 08/27/20 18:53
Spike Amount LCS Result LCSD Result LCS Rec.LCSD Rec.Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg %%%%%
Acetone 0.625 0.688 0.481 110 77.0 10.0-160 J3 35.4 31
Acrylonitrile 0.625 0.582 0.500 93.1 80.0 45.0-153 15.2 22
Benzene 0.125 0.130 0.125 104 100 70.0-123 3.92 20
Bromobenzene 0.125 0.124 0.120 99.2 96.0 73.0-121 3.28 20
Bromodichloromethane 0.125 0.128 0.126 102 101 73.0-121 1.57 20
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532400
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-26,27
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R3564723-1 08/27/20 18:33 • (LCSD) R3564723-2 08/27/20 18:53
Spike Amount LCS Result LCSD Result LCS Rec.LCSD Rec.Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg %%%%%
Bromoform 0.125 0.122 0.120 97.6 96.0 64.0-132 1.65 20
Bromomethane 0.125 0.170 0.173 136 138 56.0-147 1.75 20
n-Butylbenzene 0.125 0.111 0.118 88.8 94.4 68.0-135 6.11 20
sec-Butylbenzene 0.125 0.109 0.118 87.2 94.4 74.0-130 7.93 20
tert-Butylbenzene 0.125 0.114 0.120 91.2 96.0 75.0-127 5.13 20
Carbon tetrachloride 0.125 0.124 0.135 99.2 108 66.0-128 8.49 20
Chlorobenzene 0.125 0.132 0.137 106 110 76.0-128 3.72 20
Chlorodibromomethane 0.125 0.131 0.131 105 105 74.0-127 0.000 20
Chloroethane 0.125 0.144 0.145 115 116 61.0-134 0.692 20
Chloroform 0.125 0.120 0.122 96.0 97.6 72.0-123 1.65 20
Chloromethane 0.125 0.147 0.143 118 114 51.0-138 2.76 20
2-Chlorotoluene 0.125 0.129 0.129 103 103 75.0-124 0.000 20
4-Chlorotoluene 0.125 0.120 0.124 96.0 99.2 75.0-124 3.28 20
1,2-Dibromo-3-Chloropropane 0.125 0.101 0.0995 80.8 79.6 59.0-130 1.50 20
1,2-Dibromoethane 0.125 0.140 0.138 112 110 74.0-128 1.44 20
Dibromomethane 0.125 0.125 0.125 100 100 75.0-122 0.000 20
1,2-Dichlorobenzene 0.125 0.120 0.118 96.0 94.4 76.0-124 1.68 20
1,3-Dichlorobenzene 0.125 0.119 0.120 95.2 96.0 76.0-125 0.837 20
1,4-Dichlorobenzene 0.125 0.118 0.119 94.4 95.2 77.0-121 0.844 20
Dichlorodifluoromethane 0.125 0.158 0.170 126 136 43.0-156 7.32 20
1,1-Dichloroethane 0.125 0.126 0.116 101 92.8 70.0-127 8.26 20
1,2-Dichloroethane 0.125 0.109 0.109 87.2 87.2 65.0-131 0.000 20
1,1-Dichloroethene 0.125 0.125 0.129 100 103 65.0-131 3.15 20
cis-1,2-Dichloroethene 0.125 0.134 0.129 107 103 73.0-125 3.80 20
trans-1,2-Dichloroethene 0.125 0.139 0.136 111 109 71.0-125 2.18 20
1,2-Dichloropropane 0.125 0.115 0.112 92.0 89.6 74.0-125 2.64 20
1,1-Dichloropropene 0.125 0.129 0.131 103 105 73.0-125 1.54 20
1,3-Dichloropropane 0.125 0.137 0.135 110 108 80.0-125 1.47 20
cis-1,3-Dichloropropene 0.125 0.129 0.137 103 110 76.0-127 6.02 20
trans-1,3-Dichloropropene 0.125 0.142 0.141 114 113 73.0-127 0.707 20
2,2-Dichloropropane 0.125 0.141 0.140 113 112 59.0-135 0.712 20
Di-isopropyl ether 0.125 0.110 0.112 88.0 89.6 60.0-136 1.80 20
Ethylbenzene 0.125 0.131 0.132 105 106 74.0-126 0.760 20
Hexachloro-1,3-butadiene 0.125 0.103 0.104 82.4 83.2 57.0-150 0.966 20
Isopropylbenzene 0.125 0.122 0.127 97.6 102 72.0-127 4.02 20
p-Isopropyltoluene 0.125 0.117 0.129 93.6 103 72.0-133 9.76 20
2-Butanone (MEK)0.625 0.546 0.484 87.4 77.4 30.0-160 12.0 24
Methylene Chloride 0.125 0.146 0.144 117 115 68.0-123 1.38 20
4-Methyl-2-pentanone (MIBK)0.625 0.572 0.573 91.5 91.7 56.0-143 0.175 20
Methyl tert-butyl ether 0.125 0.134 0.129 107 103 66.0-132 3.80 20
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532400
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-26,27
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R3564723-1 08/27/20 18:33 • (LCSD) R3564723-2 08/27/20 18:53
Spike Amount LCS Result LCSD Result LCS Rec.LCSD Rec.Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg %%%%%
Naphthalene 0.125 0.0978 0.103 78.2 82.4 59.0-130 5.18 20
n-Propylbenzene 0.125 0.119 0.124 95.2 99.2 74.0-126 4.12 20
Styrene 0.125 0.128 0.132 102 106 72.0-127 3.08 20
1,1,1,2-Tetrachloroethane 0.125 0.133 0.138 106 110 74.0-129 3.69 20
1,1,2,2-Tetrachloroethane 0.125 0.114 0.127 91.2 102 68.0-128 10.8 20
Tetrachloroethene 0.125 0.135 0.135 108 108 70.0-136 0.000 20
Toluene 0.125 0.131 0.132 105 106 75.0-121 0.760 20
1,1,2-Trichlorotrifluoroethane 0.125 0.139 0.142 111 114 61.0-139 2.14 20
1,2,3-Trichlorobenzene 0.125 0.0874 0.0937 69.9 75.0 59.0-139 6.96 20
1,2,4-Trichlorobenzene 0.125 0.0965 0.0948 77.2 75.8 62.0-137 1.78 20
1,1,1-Trichloroethane 0.125 0.130 0.126 104 101 69.0-126 3.12 20
1,1,2-Trichloroethane 0.125 0.142 0.142 114 114 78.0-123 0.000 20
Trichloroethene 0.125 0.132 0.126 106 101 76.0-126 4.65 20
Trichlorofluoromethane 0.125 0.133 0.130 106 104 61.0-142 2.28 20
1,2,3-Trichloropropane 0.125 0.126 0.117 101 93.6 67.0-129 7.41 20
1,2,3-Trimethylbenzene 0.125 0.117 0.127 93.6 102 74.0-124 8.20 20
1,2,4-Trimethylbenzene 0.125 0.119 0.123 95.2 98.4 70.0-126 3.31 20
1,3,5-Trimethylbenzene 0.125 0.118 0.122 94.4 97.6 73.0-127 3.33 20
Vinyl chloride 0.125 0.147 0.158 118 126 63.0-134 7.21 20
Xylenes, Total 0.375 0.405 0.403 108 107 72.0-127 0.495 20
(S) Toluene-d8 108 108 75.0-131
(S) 4-Bromofluorobenzene 105 106 67.0-138
(S) 1,2-Dichloroethane-d4 94.9 87.1 70.0-130
L1253135-27 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1253135-27 08/27/20 21:59 • (MS) R3564723-4 08/28/20 04:14 • (MSD) R3564723-5 08/28/20 04:34
Spike Amount
(dry)
Original Result
(dry)MS Result (dry)MSD Result
(dry)MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg mg/kg %%%%%
Acetone 1.34 U 0.706 0.894 52.8 66.8 1.01 10.0-160 23.5 40
Acrylonitrile 1.34 U 1.15 0.920 85.6 68.7 1.01 10.0-160 21.9 40
Benzene 0.268 U 0.321 0.137 120 51.2 1.01 10.0-149 J3 80.2 37
Bromobenzene 0.268 U 0.317 0.171 118 63.8 1.01 10.0-156 J3 59.7 38
Bromodichloromethane 0.268 U 0.283 0.162 106 60.2 1.01 10.0-143 J3 54.6 37
Bromoform 0.268 U 0.287 0.208 107 77.6 1.01 10.0-146 31.9 36
Bromomethane 0.268 U 0.311 0.124 116 46.3 1.01 10.0-149 J3 85.7 38
n-Butylbenzene 0.268 U 0.317 0.116 118 43.3 1.01 10.0-160 J3 92.7 40
sec-Butylbenzene 0.268 U 0.311 0.108 116 40.3 1.01 10.0-159 J3 96.7 39
tert-Butylbenzene 0.268 U 0.311 0.115 116 42.8 1.01 10.0-156 J3 92.1 39
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532400
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-26,27
L1253135-27 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1253135-27 08/27/20 21:59 • (MS) R3564723-4 08/28/20 04:14 • (MSD) R3564723-5 08/28/20 04:34
Spike Amount
(dry)
Original Result
(dry)MS Result (dry)MSD Result
(dry)MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg mg/kg %%%%%
Carbon tetrachloride 0.268 U 0.332 0.0964 124 35.9 1.01 10.0-145 J3 110 37
Chlorobenzene 0.268 U 0.328 0.162 122 60.3 1.01 10.0-152 J3 67.7 39
Chlorodibromomethane 0.268 U 0.302 0.200 113 74.4 1.01 10.0-146 J3 40.8 37
Chloroethane 0.268 U 0.300 0.101 112 37.6 1.01 10.0-146 J3 99.4 40
Chloroform 0.268 U 0.309 0.139 115 51.8 1.01 10.0-146 J3 75.7 37
Chloromethane 0.268 U 0.292 0.108 109 40.3 1.01 10.0-159 J3 91.8 37
2-Chlorotoluene 0.268 U 0.319 0.145 119 54.1 1.01 10.0-159 J3 74.9 38
4-Chlorotoluene 0.268 U 0.309 0.142 115 53.1 1.01 10.0-155 J3 73.7 39
1,2-Dibromo-3-Chloropropane 0.268 U 0.196 0.196 73.0 72.9 1.01 10.0-151 0.108 39
1,2-Dibromoethane 0.268 U 0.330 0.233 123 86.6 1.01 10.0-148 J3 34.6 34
Dibromomethane 0.268 U 0.296 0.218 110 81.1 1.01 10.0-147 30.5 35
1,2-Dichlorobenzene 0.268 U 0.292 0.168 109 62.6 1.01 10.0-155 J3 53.8 37
1,3-Dichlorobenzene 0.268 U 0.294 0.151 109 56.1 1.01 10.0-153 J3 64.5 38
1,4-Dichlorobenzene 0.268 U 0.302 0.161 113 60.1 1.01 10.0-151 J3 60.8 38
Dichlorodifluoromethane 0.268 U 0.433 0.105 161 39.1 1.01 10.0-160 J5 J3 122 35
1,1-Dichloroethane 0.268 U 0.298 0.126 111 47.1 1.01 10.0-147 J3 80.9 37
1,2-Dichloroethane 0.268 U 0.266 0.181 99.2 67.6 1.01 10.0-148 J3 38.0 35
1,1-Dichloroethene 0.268 U 0.321 0.0991 120 36.9 1.01 10.0-155 J3 106 37
cis-1,2-Dichloroethene 0.268 U 0.328 0.157 122 58.7 1.01 10.0-149 J3 70.2 37
trans-1,2-Dichloroethene 0.268 U 0.340 0.124 127 46.2 1.01 10.0-150 J3 93.1 37
1,2-Dichloropropane 0.268 U 0.271 0.140 101 52.1 1.01 10.0-148 J3 63.6 37
1,1-Dichloropropene 0.268 U 0.332 0.106 124 39.6 1.01 10.0-153 J3 103 35
1,3-Dichloropropane 0.268 U 0.330 0.224 123 83.5 1.01 10.0-154 J3 38.2 35
cis-1,3-Dichloropropene 0.268 U 0.321 0.178 120 66.5 1.01 10.0-151 J3 57.2 37
trans-1,3-Dichloropropene 0.268 U 0.328 0.218 122 81.1 1.01 10.0-148 J3 40.3 37
2,2-Dichloropropane 0.268 U 0.313 0.109 117 40.8 1.01 10.0-138 J3 96.3 36
Di-isopropyl ether 0.268 U 0.256 0.153 95.3 57.0 1.01 10.0-147 J3 50.3 36
Ethylbenzene 0.268 U 0.336 0.133 125 49.4 1.01 10.0-160 J3 86.9 38
Hexachloro-1,3-butadiene 0.268 U 0.271 0.126 101 46.9 1.01 10.0-160 J3 72.9 40
Isopropylbenzene 0.268 U 0.311 0.115 116 43.0 1.01 10.0-155 J3 91.7 38
p-Isopropyltoluene 0.268 U 0.323 0.122 120 45.3 1.01 10.0-160 J3 90.7 40
2-Butanone (MEK)1.34 U 1.01 0.968 75.7 72.4 1.01 10.0-160 4.48 40
Methylene Chloride 0.268 U 0.355 0.191 132 71.1 1.01 10.0-141 J3 60.2 37
4-Methyl-2-pentanone (MIBK)1.34 U 1.27 1.13 94.9 84.7 1.01 10.0-160 11.4 35
Methyl tert-butyl ether 0.268 U 0.309 0.237 115 88.2 1.01 11.0-147 26.4 35
Naphthalene 0.268 U 0.224 0.187 83.5 69.5 1.01 10.0-160 18.2 36
n-Propylbenzene 0.268 U 0.315 0.118 117 43.9 1.01 10.0-158 J3 91.2 38
Styrene 0.268 0.000693 0.334 0.159 124 59.1 1.01 10.0-160 J3 70.8 40
1,1,1,2-Tetrachloroethane 0.268 U 0.315 0.173 117 64.6 1.01 10.0-149 J3 58.0 39
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532400
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-26,27
L1253135-27 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1253135-27 08/27/20 21:59 • (MS) R3564723-4 08/28/20 04:14 • (MSD) R3564723-5 08/28/20 04:34
Spike Amount
(dry)
Original Result
(dry)MS Result (dry)MSD Result
(dry)MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg mg/kg %%%%%
1,1,2,2-Tetrachloroethane 0.268 U 0.300 0.178 112 66.1 1.01 10.0-160 J3 51.3 35
Tetrachloroethene 0.268 U 0.336 0.108 125 40.1 1.01 10.0-156 J3 103 39
Toluene 0.268 U 0.328 0.136 122 50.7 1.01 10.0-156 J3 82.6 38
1,1,2-Trichlorotrifluoroethane 0.268 U 0.383 0.0968 143 36.1 1.01 10.0-160 J3 119 36
1,2,3-Trichlorobenzene 0.268 U 0.222 0.154 82.7 57.5 1.01 10.0-160 36.0 40
1,2,4-Trichlorobenzene 0.268 U 0.243 0.156 90.6 58.1 1.01 10.0-160 J3 43.6 40
1,1,1-Trichloroethane 0.268 U 0.328 0.0996 122 37.1 1.01 10.0-144 J3 107 35
1,1,2-Trichloroethane 0.268 U 0.340 0.228 127 85.0 1.01 10.0-160 J3 39.4 35
Trichloroethene 0.268 U 0.311 0.169 116 62.8 1.01 10.0-156 J3 59.3 38
Trichlorofluoromethane 0.268 U 0.336 0.0903 125 33.6 1.01 10.0-160 J3 115 40
1,2,3-Trichloropropane 0.268 U 0.296 0.241 110 89.8 1.01 10.0-156 20.5 35
1,2,3-Trimethylbenzene 0.268 U 0.311 0.157 116 58.3 1.01 10.0-160 J3 65.9 36
1,2,4-Trimethylbenzene 0.268 U 0.313 0.135 117 50.5 1.01 10.0-160 J3 79.1 36
1,3,5-Trimethylbenzene 0.268 U 0.311 0.124 116 46.2 1.01 10.0-160 J3 85.9 38
Vinyl chloride 0.268 U 0.285 0.0915 106 34.1 1.01 10.0-160 J3 103 37
Xylenes, Total 0.803 U 0.998 0.429 124 53.4 1.01 10.0-160 J3 79.7 38
(S) Toluene-d8 108 106 75.0-131
(S) 4-Bromofluorobenzene 105 103 67.0-138
(S) 1,2-Dichloroethane-d4 90.5 93.9 70.0-130
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532594
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-01,02,12,13,14,15,16,17,20,21,23,24
Method Blank (MB)
(MB) R3564189-2 08/26/20 10:41
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/kg mg/kg mg/kg
Acetone U 0.0365 0.0500
Acrylonitrile U 0.00361 0.0125
Benzene U 0.000467 0.00100
Bromobenzene U 0.000900 0.0125
Bromodichloromethane U 0.000725 0.00250
Bromoform U 0.00117 0.0250
Bromomethane U 0.00197 0.0125
n-Butylbenzene U 0.00525 0.0125
sec-Butylbenzene U 0.00288 0.0125
tert-Butylbenzene U 0.00195 0.00500
Carbon tetrachloride U 0.000898 0.00500
Chlorobenzene U 0.000210 0.00250
Chlorodibromomethane U 0.000612 0.00250
Chloroethane U 0.00170 0.00500
Chloroform U 0.00103 0.00250
Chloromethane U 0.00435 0.0125
2-Chlorotoluene U 0.000865 0.00250
4-Chlorotoluene U 0.000450 0.00500
1,2-Dibromo-3-Chloropropane U 0.00390 0.0250
1,2-Dibromoethane U 0.000648 0.00250
Dibromomethane U 0.000750 0.00500
1,2-Dichlorobenzene U 0.000425 0.00500
1,3-Dichlorobenzene U 0.000600 0.00500
1,4-Dichlorobenzene U 0.000700 0.00500
Dichlorodifluoromethane U 0.00161 0.00250
1,1-Dichloroethane U 0.000491 0.00250
1,2-Dichloroethane U 0.000649 0.00250
1,1-Dichloroethene U 0.000606 0.00250
cis-1,2-Dichloroethene U 0.000734 0.00250
trans-1,2-Dichloroethene U 0.00104 0.00500
1,2-Dichloropropane U 0.00142 0.00500
1,1-Dichloropropene U 0.000809 0.00250
1,3-Dichloropropane U 0.000501 0.00500
cis-1,3-Dichloropropene U 0.000757 0.00250
trans-1,3-Dichloropropene U 0.00114 0.00500
2,2-Dichloropropane U 0.00138 0.00250
Di-isopropyl ether U 0.000410 0.00100
Ethylbenzene U 0.000737 0.00250
Hexachloro-1,3-butadiene U 0.00600 0.0250
Isopropylbenzene U 0.000425 0.00250
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532594
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-01,02,12,13,14,15,16,17,20,21,23,24
Method Blank (MB)
(MB) R3564189-2 08/26/20 10:41
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/kg mg/kg mg/kg
p-Isopropyltoluene U 0.00255 0.00500
2-Butanone (MEK)U 0.0635 0.100
Methylene Chloride U 0.00664 0.0250
4-Methyl-2-pentanone (MIBK)U 0.00228 0.0250
Methyl tert-butyl ether U 0.000350 0.00100
Naphthalene U 0.00488 0.0125
n-Propylbenzene U 0.000950 0.00500
Styrene U 0.000229 0.0125
1,1,1,2-Tetrachloroethane U 0.000948 0.00250
1,1,2,2-Tetrachloroethane U 0.000695 0.00250
Tetrachloroethene U 0.000896 0.00250
Toluene U 0.00130 0.00500
1,1,2-Trichlorotrifluoroethane U 0.000754 0.00250
1,2,3-Trichlorobenzene U 0.00733 0.0125
1,2,4-Trichlorobenzene U 0.00440 0.0125
1,1,1-Trichloroethane U 0.000923 0.00250
1,1,2-Trichloroethane U 0.000597 0.00250
Trichloroethene U 0.000584 0.00100
Trichlorofluoromethane U 0.000827 0.00250
1,2,3-Trichloropropane U 0.00162 0.0125
1,2,3-Trimethylbenzene U 0.00158 0.00500
1,2,4-Trimethylbenzene U 0.00158 0.00500
1,3,5-Trimethylbenzene U 0.00200 0.00500
Vinyl chloride U 0.00116 0.00250
Xylenes, Total U 0.000880 0.00650
(S) Toluene-d8 105 75.0-131
(S) 4-Bromofluorobenzene 94.5 67.0-138
(S) 1,2-Dichloroethane-d4 101 70.0-130
Laboratory Control Sample (LCS)
(LCS) R3564189-1 08/26/20 09:43
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte mg/kg mg/kg %%
Acetone 0.625 0.940 150 10.0-160
Acrylonitrile 0.625 0.703 112 45.0-153
Benzene 0.125 0.115 92.0 70.0-123
Bromobenzene 0.125 0.120 96.0 73.0-121
Bromodichloromethane 0.125 0.127 102 73.0-121
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532594
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-01,02,12,13,14,15,16,17,20,21,23,24
Laboratory Control Sample (LCS)
(LCS) R3564189-1 08/26/20 09:43
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte mg/kg mg/kg %%
Bromoform 0.125 0.110 88.0 64.0-132
Bromomethane 0.125 0.121 96.8 56.0-147
n-Butylbenzene 0.125 0.141 113 68.0-135
sec-Butylbenzene 0.125 0.136 109 74.0-130
tert-Butylbenzene 0.125 0.130 104 75.0-127
Carbon tetrachloride 0.125 0.127 102 66.0-128
Chlorobenzene 0.125 0.119 95.2 76.0-128
Chlorodibromomethane 0.125 0.113 90.4 74.0-127
Chloroethane 0.125 0.123 98.4 61.0-134
Chloroform 0.125 0.125 100 72.0-123
Chloromethane 0.125 0.129 103 51.0-138
2-Chlorotoluene 0.125 0.133 106 75.0-124
4-Chlorotoluene 0.125 0.142 114 75.0-124
1,2-Dibromo-3-Chloropropane 0.125 0.0829 66.3 59.0-130
1,2-Dibromoethane 0.125 0.113 90.4 74.0-128
Dibromomethane 0.125 0.130 104 75.0-122
1,2-Dichlorobenzene 0.125 0.129 103 76.0-124
1,3-Dichlorobenzene 0.125 0.124 99.2 76.0-125
1,4-Dichlorobenzene 0.125 0.125 100 77.0-121
Dichlorodifluoromethane 0.125 0.138 110 43.0-156
1,1-Dichloroethane 0.125 0.126 101 70.0-127
1,2-Dichloroethane 0.125 0.138 110 65.0-131
1,1-Dichloroethene 0.125 0.133 106 65.0-131
cis-1,2-Dichloroethene 0.125 0.118 94.4 73.0-125
trans-1,2-Dichloroethene 0.125 0.129 103 71.0-125
1,2-Dichloropropane 0.125 0.131 105 74.0-125
1,1-Dichloropropene 0.125 0.134 107 73.0-125
1,3-Dichloropropane 0.125 0.120 96.0 80.0-125
cis-1,3-Dichloropropene 0.125 0.123 98.4 76.0-127
trans-1,3-Dichloropropene 0.125 0.116 92.8 73.0-127
2,2-Dichloropropane 0.125 0.139 111 59.0-135
Di-isopropyl ether 0.125 0.139 111 60.0-136
Ethylbenzene 0.125 0.121 96.8 74.0-126
Hexachloro-1,3-butadiene 0.125 0.147 118 57.0-150
Isopropylbenzene 0.125 0.122 97.6 72.0-127
p-Isopropyltoluene 0.125 0.126 101 72.0-133
2-Butanone (MEK)0.625 0.750 120 30.0-160
Methylene Chloride 0.125 0.143 114 68.0-123
4-Methyl-2-pentanone (MIBK)0.625 0.684 109 56.0-143
Methyl tert-butyl ether 0.125 0.130 104 66.0-132
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532594
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-01,02,12,13,14,15,16,17,20,21,23,24
Laboratory Control Sample (LCS)
(LCS) R3564189-1 08/26/20 09:43
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte mg/kg mg/kg %%
Naphthalene 0.125 0.0751 60.1 59.0-130
n-Propylbenzene 0.125 0.139 111 74.0-126
Styrene 0.125 0.118 94.4 72.0-127
1,1,1,2-Tetrachloroethane 0.125 0.121 96.8 74.0-129
1,1,2,2-Tetrachloroethane 0.125 0.131 105 68.0-128
Tetrachloroethene 0.125 0.131 105 70.0-136
Toluene 0.125 0.119 95.2 75.0-121
1,1,2-Trichlorotrifluoroethane 0.125 0.126 101 61.0-139
1,2,3-Trichlorobenzene 0.125 0.0897 71.8 59.0-139
1,2,4-Trichlorobenzene 0.125 0.125 100 62.0-137
1,1,1-Trichloroethane 0.125 0.144 115 69.0-126
1,1,2-Trichloroethane 0.125 0.121 96.8 78.0-123
Trichloroethene 0.125 0.128 102 76.0-126
Trichlorofluoromethane 0.125 0.144 115 61.0-142
1,2,3-Trichloropropane 0.125 0.124 99.2 67.0-129
1,2,3-Trimethylbenzene 0.125 0.123 98.4 74.0-124
1,2,4-Trimethylbenzene 0.125 0.131 105 70.0-126
1,3,5-Trimethylbenzene 0.125 0.128 102 73.0-127
Vinyl chloride 0.125 0.132 106 63.0-134
Xylenes, Total 0.375 0.351 93.6 72.0-127
(S) Toluene-d8 97.0 75.0-131
(S) 4-Bromofluorobenzene 96.3 67.0-138
(S) 1,2-Dichloroethane-d4 107 70.0-130
L1253135-24 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1253135-24 08/26/20 16:21 • (MS) R3564189-3 08/26/20 18:34 • (MSD) R3564189-4 08/26/20 18:53
Spike Amount
(dry)
Original Result
(dry)MS Result (dry)MSD Result
(dry)MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg mg/kg %%%%%
Acetone 1.24 U 0.864 1.10 69.6 88.6 1 10.0-160 24.1 40
Acrylonitrile 1.24 U 1.33 1.41 108 114 1 10.0-160 5.50 40
Benzene 0.248 0.00174 0.129 0.198 51.3 79.0 1 10.0-149 J3 42.0 37
Bromobenzene 0.248 U 0.207 0.266 83.2 107 1 10.0-156 25.2 38
Bromodichloromethane 0.248 U 0.194 0.254 78.0 102 1 10.0-143 27.1 37
Bromoform 0.248 U 0.209 0.236 84.0 95.2 1 10.0-146 12.5 36
Bromomethane 0.248 U 0.112 0.158 45.3 63.7 1 10.0-149 33.8 38
n-Butylbenzene 0.248 U 0.163 0.300 65.7 121 1 10.0-160 J3 59.1 40
sec-Butylbenzene 0.248 U 0.154 0.276 62.0 111 1 10.0-159 J3 56.8 39
tert-Butylbenzene 0.248 U 0.161 0.272 64.9 110 1 10.0-156 J3 51.3 39
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532594
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-01,02,12,13,14,15,16,17,20,21,23,24
L1253135-24 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1253135-24 08/26/20 16:21 • (MS) R3564189-3 08/26/20 18:34 • (MSD) R3564189-4 08/26/20 18:53
Spike Amount
(dry)
Original Result
(dry)MS Result (dry)MSD Result
(dry)MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg mg/kg %%%%%
Carbon tetrachloride 0.248 U 0.102 0.205 41.2 82.4 1 10.0-145 J3 66.7 37
Chlorobenzene 0.248 U 0.172 0.238 69.1 96.0 1 10.0-152 32.6 39
Chlorodibromomethane 0.248 U 0.195 0.240 78.5 96.8 1 10.0-146 20.9 37
Chloroethane 0.248 U 0.103 0.160 41.6 64.5 1 10.0-146 J3 43.1 40
Chloroform 0.248 U 0.164 0.240 66.2 96.8 1 10.0-146 J3 37.6 37
Chloromethane 0.248 U U 0.140 0.000 56.5 1 10.0-159 J6 J3 200 37
2-Chlorotoluene 0.248 U 0.184 0.284 74.2 114 1 10.0-159 J3 42.7 38
4-Chlorotoluene 0.248 U 0.196 0.282 79.0 114 1 10.0-155 35.9 39
1,2-Dibromo-3-Chloropropane 0.248 U 0.201 0.193 80.8 77.9 1 10.0-151 3.63 39
1,2-Dibromoethane 0.248 U 0.201 0.221 80.8 88.8 1 10.0-148 9.43 34
Dibromomethane 0.248 U 0.190 0.226 76.5 91.2 1 10.0-147 17.6 35
1,2-Dichlorobenzene 0.248 U 0.222 0.278 89.6 112 1 10.0-155 22.2 37
1,3-Dichlorobenzene 0.248 U 0.209 0.270 84.0 109 1 10.0-153 25.7 38
1,4-Dichlorobenzene 0.248 U 0.215 0.282 86.4 114 1 10.0-151 27.2 38
Dichlorodifluoromethane 0.248 U 0.0820 0.179 33.0 72.1 1 10.0-160 J3 74.3 35
1,1-Dichloroethane 0.248 U 0.149 0.228 59.8 92.0 1 10.0-147 J3 42.4 37
1,2-Dichloroethane 0.248 U 0.203 0.256 81.6 103 1 10.0-148 23.4 35
1,1-Dichloroethene 0.248 U 0.106 0.155 42.7 62.4 1 10.0-155 J3 37.4 37
cis-1,2-Dichloroethene 0.248 U 0.147 0.211 59.2 84.8 1 10.0-149 35.6 37
trans-1,2-Dichloroethene 0.248 U 0.107 0.180 43.0 72.3 1 10.0-150 J3 50.9 37
1,2-Dichloropropane 0.248 U 0.176 0.256 70.9 103 1 10.0-148 J3 37.1 37
1,1-Dichloropropene 0.248 U 0.104 0.196 42.1 78.8 1 10.0-153 J3 60.8 35
1,3-Dichloropropane 0.248 U 0.217 0.256 87.2 103 1 10.0-154 16.8 35
cis-1,3-Dichloropropene 0.248 U 0.184 0.238 73.9 96.0 1 10.0-151 26.0 37
trans-1,3-Dichloropropene 0.248 U 0.203 0.238 81.6 96.0 1 10.0-148 16.2 37
2,2-Dichloropropane 0.248 U 0.106 0.164 42.9 66.2 1 10.0-138 J3 42.8 36
Di-isopropyl ether 0.248 U 0.213 0.280 85.6 113 1 10.0-147 27.4 36
Ethylbenzene 0.248 U 0.157 0.215 63.4 86.4 1 10.0-160 30.8 38
Hexachloro-1,3-butadiene 0.248 U 0.186 0.300 74.9 121 1 10.0-160 J3 46.9 40
Isopropylbenzene 0.248 U 0.151 0.244 60.9 98.4 1 10.0-155 J3 47.1 38
p-Isopropyltoluene 0.248 U 0.155 0.252 62.5 102 1 10.0-160 J3 47.7 40
2-Butanone (MEK)1.24 U 1.79 1.67 144 135 1 10.0-160 7.11 40
Methylene Chloride 0.248 U 0.0916 0.135 36.9 54.5 1 10.0-141 J3 38.5 37
4-Methyl-2-pentanone (MIBK)1.24 U 1.31 1.30 105 105 1 10.0-160 0.762 35
Methyl tert-butyl ether 0.248 U 0.203 0.262 81.6 106 1 11.0-147 25.6 35
Naphthalene 0.248 U 0.205 0.203 82.4 81.6 1 10.0-160 0.976 36
n-Propylbenzene 0.248 U 0.159 0.274 63.8 110 1 10.0-158 J3 53.4 38
Styrene 0.248 U 0.181 0.244 72.8 98.4 1 10.0-160 29.9 40
1,1,1,2-Tetrachloroethane 0.248 U 0.201 0.246 80.8 99.2 1 10.0-149 20.4 39
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532594
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-01,02,12,13,14,15,16,17,20,21,23,24
L1253135-24 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1253135-24 08/26/20 16:21 • (MS) R3564189-3 08/26/20 18:34 • (MSD) R3564189-4 08/26/20 18:53
Spike Amount
(dry)
Original Result
(dry)MS Result (dry)MSD Result
(dry)MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg mg/kg %%%%%
1,1,2,2-Tetrachloroethane 0.248 U 0.215 0.248 86.4 100 1 10.0-160 14.6 35
Tetrachloroethene 0.248 0.0154 0.174 0.268 64.0 102 1 10.0-156 J3 42.5 39
Toluene 0.248 0.00288 0.151 0.219 59.6 86.8 1 10.0-156 36.6 38
1,1,2-Trichlorotrifluoroethane 0.248 U 0.0946 0.195 38.1 78.6 1 10.0-160 J3 69.5 36
1,2,3-Trichlorobenzene 0.248 U 0.262 0.240 106 96.8 1 10.0-160 8.70 40
1,2,4-Trichlorobenzene 0.248 U 0.274 0.294 110 118 1 10.0-160 6.99 40
1,1,1-Trichloroethane 0.248 U 0.136 0.240 54.9 96.8 1 10.0-144 J3 55.3 35
1,1,2-Trichloroethane 0.248 U 0.238 0.256 96.0 103 1 10.0-160 7.23 35
Trichloroethene 0.248 U 0.176 0.236 71.0 95.2 1 10.0-156 29.2 38
Trichlorofluoromethane 0.248 U 0.0936 0.165 37.7 66.5 1 10.0-160 J3 55.3 40
1,2,3-Trichloropropane 0.248 U 0.268 0.264 108 106 1 10.0-156 1.49 35
1,2,3-Trimethylbenzene 0.248 U 0.186 0.250 74.7 101 1 10.0-160 29.7 36
1,2,4-Trimethylbenzene 0.248 U 0.182 0.264 73.3 106 1 10.0-160 J3 36.9 36
1,3,5-Trimethylbenzene 0.248 U 0.156 0.248 62.7 100 1 10.0-160 J3 45.8 38
Vinyl chloride 0.248 U 0.0888 0.157 35.8 63.2 1 10.0-160 J3 55.5 37
Xylenes, Total 0.745 U 0.463 0.691 62.1 92.8 1 10.0-160 J3 39.6 38
(S) Toluene-d8 108 104 75.0-131
(S) 4-Bromofluorobenzene 95.8 94.9 67.0-138
(S) 1,2-Dichloroethane-d4 99.1 104 70.0-130
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532966
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-08
Method Blank (MB)
(MB) R3564387-4 08/26/20 16:58
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/kg mg/kg mg/kg
TPH (GC/MS) Low Fraction U 0.183 0.500
Acetone U 0.0207 0.0500
Acrylonitrile U 0.00202 0.0100
Benzene U 0.000375 0.00100
Bromobenzene U 0.000275 0.00100
Bromodichloromethane U 0.000725 0.00100
Bromoform U 0.000424 0.00100
Bromomethane U 0.00117 0.00500
n-Butylbenzene U 0.000258 0.00100
sec-Butylbenzene U 0.000201 0.00100
tert-Butylbenzene U 0.000206 0.00100
Carbon tetrachloride U 0.000248 0.00100
Chlorobenzene U 0.000192 0.00100
Chlorodibromomethane U 0.000224 0.00100
Chloroethane U 0.00100 0.00500
Chloroform U 0.00103 0.00500
Chloromethane U 0.000650 0.00250
2-Chlorotoluene U 0.000225 0.00100
4-Chlorotoluene U 0.000691 0.00100
1,2-Dibromo-3-Chloropropane U 0.00190 0.00500
1,2-Dibromoethane U 0.000250 0.00100
Dibromomethane U 0.000350 0.00100
1,2-Dichlorobenzene U 0.000425 0.00100
1,3-Dichlorobenzene U 0.000600 0.00100
1,4-Dichlorobenzene U 0.000830 0.00100
Dichlorodifluoromethane U 0.000287 0.00500
1,1-Dichloroethane U 0.000268 0.00100
1,2-Dichloroethane U 0.000450 0.00100
1,1-Dichloroethene U 0.000355 0.00100
cis-1,2-Dichloroethene U 0.000475 0.00100
trans-1,2-Dichloroethene U 0.000500 0.00100
1,2-Dichloropropane U 0.000164 0.00100
1,1-Dichloropropene U 0.000375 0.00100
1,3-Dichloropropane U 0.000225 0.00100
cis-1,3-Dichloropropene U 0.000425 0.00100
trans-1,3-Dichloropropene U 0.000675 0.00100
2,2-Dichloropropane U 0.000375 0.00100
Di-isopropyl ether U 0.000221 0.00100
Ethylbenzene U 0.000300 0.00100
Hexachloro-1,3-butadiene U 0.000342 0.00100
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532966
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-08
Method Blank (MB)
(MB) R3564387-4 08/26/20 16:58
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/kg mg/kg mg/kg
Isopropylbenzene U 0.000425 0.00100
p-Isopropyltoluene U 0.000204 0.00100
2-Butanone (MEK)U 0.00468 0.0100
Methylene Chloride U 0.00100 0.00500
4-Methyl-2-pentanone (MIBK)U 0.000950 0.0100
Methyl tert-butyl ether U 0.000350 0.00100
Naphthalene U 0.00498 0.00500
n-Propylbenzene U 0.000206 0.00100
Styrene U 0.000223 0.00100
1,1,1,2-Tetrachloroethane U 0.000296 0.00100
1,1,2,2-Tetrachloroethane U 0.000231 0.00100
Tetrachloroethene U 0.000325 0.00100
Toluene U 0.00123 0.00500
1,1,2-Trichlorotrifluoroethane U 0.000426 0.00100
1,2,3-Trichlorobenzene U 0.000306 0.00100
1,2,4-Trichlorobenzene U 0.000388 0.00100
1,1,1-Trichloroethane U 0.000370 0.00100
1,1,2-Trichloroethane U 0.000425 0.00100
Trichloroethene U 0.000200 0.00100
Trichlorofluoromethane U 0.000356 0.00500
1,2,3-Trichloropropane U 0.000244 0.00250
1,2,3-Trimethylbenzene U 0.000287 0.00100
1,2,4-Trimethylbenzene U 0.000211 0.00100
1,3,5-Trimethylbenzene U 0.000266 0.00100
Vinyl chloride U 0.000226 0.00100
Xylenes, Total U 0.000500 0.00300
(S) Toluene-d8 100 75.0-131
(S) 4-Bromofluorobenzene 93.0 67.0-138
(S) 1,2-Dichloroethane-d4 96.8 70.0-130
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R3564387-1 08/26/20 15:09 • (LCSD) R3564387-2 08/26/20 15:31
Spike Amount LCS Result LCSD Result LCS Rec.LCSD Rec.Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg %%%%%
Acetone 0.125 0.120 0.115 96.0 92.0 10.0-160 4.26 31
Acrylonitrile 0.125 0.145 0.144 116 115 45.0-153 0.692 22
Benzene 0.0250 0.0282 0.0282 113 113 70.0-123 0.000 20
Bromobenzene 0.0250 0.0257 0.0257 103 103 73.0-121 0.000 20
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532966
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-08
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R3564387-1 08/26/20 15:09 • (LCSD) R3564387-2 08/26/20 15:31
Spike Amount LCS Result LCSD Result LCS Rec.LCSD Rec.Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg %%%%%
Bromodichloromethane 0.0250 0.0264 0.0262 106 105 73.0-121 0.760 20
Bromoform 0.0250 0.0283 0.0280 113 112 64.0-132 1.07 20
Bromomethane 0.0250 0.0291 0.0288 116 115 56.0-147 1.04 20
n-Butylbenzene 0.0250 0.0279 0.0269 112 108 68.0-135 3.65 20
sec-Butylbenzene 0.0250 0.0273 0.0269 109 108 74.0-130 1.48 20
tert-Butylbenzene 0.0250 0.0260 0.0260 104 104 75.0-127 0.000 20
Carbon tetrachloride 0.0250 0.0227 0.0246 90.8 98.4 66.0-128 8.03 20
Chlorobenzene 0.0250 0.0266 0.0267 106 107 76.0-128 0.375 20
Chlorodibromomethane 0.0250 0.0265 0.0263 106 105 74.0-127 0.758 20
Chloroethane 0.0250 0.0324 0.0318 130 127 61.0-134 1.87 20
Chloroform 0.0250 0.0260 0.0254 104 102 72.0-123 2.33 20
Chloromethane 0.0250 0.0232 0.0266 92.8 106 51.0-138 13.7 20
2-Chlorotoluene 0.0250 0.0271 0.0267 108 107 75.0-124 1.49 20
4-Chlorotoluene 0.0250 0.0267 0.0263 107 105 75.0-124 1.51 20
1,2-Dibromo-3-Chloropropane 0.0250 0.0254 0.0245 102 98.0 59.0-130 3.61 20
1,2-Dibromoethane 0.0250 0.0255 0.0253 102 101 74.0-128 0.787 20
Dibromomethane 0.0250 0.0268 0.0270 107 108 75.0-122 0.744 20
1,2-Dichlorobenzene 0.0250 0.0254 0.0250 102 100 76.0-124 1.59 20
1,3-Dichlorobenzene 0.0250 0.0259 0.0254 104 102 76.0-125 1.95 20
1,4-Dichlorobenzene 0.0250 0.0264 0.0259 106 104 77.0-121 1.91 20
Dichlorodifluoromethane 0.0250 0.0230 0.0230 92.0 92.0 43.0-156 0.000 20
1,1-Dichloroethane 0.0250 0.0282 0.0279 113 112 70.0-127 1.07 20
1,2-Dichloroethane 0.0250 0.0260 0.0253 104 101 65.0-131 2.73 20
1,1-Dichloroethene 0.0250 0.0279 0.0277 112 111 65.0-131 0.719 20
cis-1,2-Dichloroethene 0.0250 0.0268 0.0260 107 104 73.0-125 3.03 20
trans-1,2-Dichloroethene 0.0250 0.0272 0.0267 109 107 71.0-125 1.86 20
1,2-Dichloropropane 0.0250 0.0286 0.0286 114 114 74.0-125 0.000 20
1,1-Dichloropropene 0.0250 0.0281 0.0276 112 110 73.0-125 1.80 20
1,3-Dichloropropane 0.0250 0.0273 0.0272 109 109 80.0-125 0.367 20
cis-1,3-Dichloropropene 0.0250 0.0288 0.0291 115 116 76.0-127 1.04 20
trans-1,3-Dichloropropene 0.0250 0.0283 0.0282 113 113 73.0-127 0.354 20
2,2-Dichloropropane 0.0250 0.0261 0.0271 104 108 59.0-135 3.76 20
Di-isopropyl ether 0.0250 0.0265 0.0272 106 109 60.0-136 2.61 20
Ethylbenzene 0.0250 0.0270 0.0267 108 107 74.0-126 1.12 20
Hexachloro-1,3-butadiene 0.0250 0.0294 0.0276 118 110 57.0-150 6.32 20
Isopropylbenzene 0.0250 0.0280 0.0274 112 110 72.0-127 2.17 20
p-Isopropyltoluene 0.0250 0.0267 0.0265 107 106 72.0-133 0.752 20
2-Butanone (MEK)0.125 0.131 0.130 105 104 30.0-160 0.766 24
Methylene Chloride 0.0250 0.0260 0.0257 104 103 68.0-123 1.16 20
4-Methyl-2-pentanone (MIBK)0.125 0.142 0.139 114 111 56.0-143 2.14 20
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532966
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-08
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R3564387-1 08/26/20 15:09 • (LCSD) R3564387-2 08/26/20 15:31
Spike Amount LCS Result LCSD Result LCS Rec.LCSD Rec.Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg %%%%%
Methyl tert-butyl ether 0.0250 0.0301 0.0299 120 120 66.0-132 0.667 20
Naphthalene 0.0250 0.0254 0.0245 102 98.0 59.0-130 3.61 20
n-Propylbenzene 0.0250 0.0276 0.0271 110 108 74.0-126 1.83 20
Styrene 0.0250 0.0271 0.0269 108 108 72.0-127 0.741 20
1,1,1,2-Tetrachloroethane 0.0250 0.0255 0.0257 102 103 74.0-129 0.781 20
1,1,2,2-Tetrachloroethane 0.0250 0.0268 0.0255 107 102 68.0-128 4.97 20
Tetrachloroethene 0.0250 0.0270 0.0270 108 108 70.0-136 0.000 20
Toluene 0.0250 0.0262 0.0260 105 104 75.0-121 0.766 20
1,1,2-Trichlorotrifluoroethane 0.0250 0.0272 0.0268 109 107 61.0-139 1.48 20
1,2,3-Trichlorobenzene 0.0250 0.0268 0.0260 107 104 59.0-139 3.03 20
1,2,4-Trichlorobenzene 0.0250 0.0276 0.0263 110 105 62.0-137 4.82 20
1,1,1-Trichloroethane 0.0250 0.0276 0.0267 110 107 69.0-126 3.31 20
1,1,2-Trichloroethane 0.0250 0.0254 0.0249 102 99.6 78.0-123 1.99 20
Trichloroethene 0.0250 0.0262 0.0264 105 106 76.0-126 0.760 20
Trichlorofluoromethane 0.0250 0.0275 0.0267 110 107 61.0-142 2.95 20
1,2,3-Trichloropropane 0.0250 0.0264 0.0259 106 104 67.0-129 1.91 20
1,2,3-Trimethylbenzene 0.0250 0.0268 0.0261 107 104 74.0-124 2.65 20
1,2,4-Trimethylbenzene 0.0250 0.0266 0.0260 106 104 70.0-126 2.28 20
1,3,5-Trimethylbenzene 0.0250 0.0267 0.0268 107 107 73.0-127 0.374 20
Vinyl chloride 0.0250 0.0289 0.0286 116 114 63.0-134 1.04 20
Xylenes, Total 0.0750 0.0808 0.0790 108 105 72.0-127 2.25 20
(S) Toluene-d8 97.3 97.9 75.0-131
(S) 4-Bromofluorobenzene 94.3 92.7 67.0-138
(S) 1,2-Dichloroethane-d4 108 106 70.0-130
Laboratory Control Sample (LCS)
(LCS) R3564387-3 08/26/20 15:53
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte mg/kg mg/kg %%
TPH (GC/MS) Low Fraction 5.00 4.83 96.6 52.0-154
(S) Toluene-d8 92.3 75.0-131
(S) 4-Bromofluorobenzene 95.6 67.0-138
(S) 1,2-Dichloroethane-d4 103 70.0-130
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532966
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-08
L1253135-08 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1253135-08 08/26/20 19:11 • (MS) R3564387-5 08/26/20 19:54 • (MSD) R3564387-6 08/26/20 20:16
Spike Amount
(dry)
Original Result
(dry)MS Result (dry)MSD Result
(dry)MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg mg/kg %%%%%
Acetone 0.195 0.0670 0.253 0.239 95.3 88.1 1 10.0-160 5.71 40
Acrylonitrile 0.195 U 0.217 0.214 111 110 1 10.0-160 1.45 40
Benzene 0.0390 0.0665 0.247 0.197 462 334 1 10.0-149 J5 J5 22.5 37
Bromobenzene 0.0390 U 0.0262 0.0240 67.2 61.6 1 10.0-156 8.70 38
Bromodichloromethane 0.0390 U 0.0308 0.0300 78.8 76.8 1 10.0-143 2.57 37
Bromoform 0.0390 U 0.0328 0.0309 84.0 79.2 1 10.0-146 5.88 36
Bromomethane 0.0390 U 0.0353 0.0336 90.4 86.0 1 10.0-149 4.99 38
n-Butylbenzene 0.0390 U 0.0284 0.0223 72.8 57.2 1 10.0-160 24.0 40
sec-Butylbenzene 0.0390 U 0.0303 0.0248 77.6 63.6 1 10.0-159 19.8 39
tert-Butylbenzene 0.0390 U 0.0297 0.0251 76.0 64.4 1 10.0-156 16.5 39
Carbon tetrachloride 0.0390 U 0.0319 0.0303 81.6 77.6 1 10.0-145 5.03 37
Chlorobenzene 0.0390 U 0.0281 0.0269 72.0 68.8 1 10.0-152 4.55 39
Chlorodibromomethane 0.0390 U 0.0292 0.0283 74.8 72.4 1 10.0-146 3.26 37
Chloroethane 0.0390 U 0.0389 0.0395 99.6 101 1 10.0-146 1.59 40
Chloroform 0.0390 U 0.0312 0.0300 80.0 76.8 1 10.0-146 4.08 37
Chloromethane 0.0390 U 0.0340 0.0339 87.2 86.8 1 10.0-159 0.460 37
2-Chlorotoluene 0.0390 U 0.0283 0.0248 72.4 63.6 1 10.0-159 12.9 38
4-Chlorotoluene 0.0390 U 0.0259 0.0231 66.4 59.2 1 10.0-155 11.5 39
1,2-Dibromo-3-Chloropropane 0.0390 U 0.0353 0.0336 90.4 86.0 1 10.0-151 4.99 39
1,2-Dibromoethane 0.0390 U 0.0287 0.0295 73.6 75.6 1 10.0-148 2.68 34
Dibromomethane 0.0390 U 0.0314 0.0309 80.4 79.2 1 10.0-147 1.50 35
1,2-Dichlorobenzene 0.0390 U 0.0214 0.0194 54.8 49.6 1 10.0-155 9.96 37
1,3-Dichlorobenzene 0.0390 U 0.0226 0.0200 58.0 51.2 1 10.0-153 12.5 38
1,4-Dichlorobenzene 0.0390 U 0.0230 0.0201 58.8 51.6 1 10.0-151 13.0 38
Dichlorodifluoromethane 0.0390 U 0.0300 0.0298 76.8 76.4 1 10.0-160 0.522 35
1,1-Dichloroethane 0.0390 U 0.0348 0.0339 89.2 86.8 1 10.0-147 2.73 37
1,2-Dichloroethane 0.0390 U 0.0309 0.0308 79.2 78.8 1 10.0-148 0.506 35
1,1-Dichloroethene 0.0390 U 0.0364 0.0347 93.2 88.8 1 10.0-155 4.84 37
cis-1,2-Dichloroethene 0.0390 U 0.0311 0.0311 79.6 79.6 1 10.0-149 0.000 37
trans-1,2-Dichloroethene 0.0390 U 0.0331 0.0320 84.8 82.0 1 10.0-150 3.36 37
1,2-Dichloropropane 0.0390 U 0.0336 0.0329 86.0 84.4 1 10.0-148 1.88 37
1,1-Dichloropropene 0.0390 U 0.0353 0.0351 90.4 90.0 1 10.0-153 0.443 35
1,3-Dichloropropane 0.0390 U 0.0309 0.0314 79.2 80.4 1 10.0-154 1.50 35
cis-1,3-Dichloropropene 0.0390 U 0.0323 0.0311 82.8 79.6 1 10.0-151 3.94 37
trans-1,3-Dichloropropene 0.0390 U 0.0311 0.0306 79.6 78.4 1 10.0-148 1.52 37
2,2-Dichloropropane 0.0390 U 0.0358 0.0339 91.6 86.8 1 10.0-138 5.38 36
Di-isopropyl ether 0.0390 U 0.0342 0.0326 87.6 83.6 1 10.0-147 4.67 36
Ethylbenzene 0.0390 0.00796 0.0611 0.0500 136 108 1 10.0-160 20.0 38
Hexachloro-1,3-butadiene 0.0390 U 0.0259 0.0197 66.4 50.4 1 10.0-160 27.4 40
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532966
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-08
L1253135-08 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1253135-08 08/26/20 19:11 • (MS) R3564387-5 08/26/20 19:54 • (MSD) R3564387-6 08/26/20 20:16
Spike Amount
(dry)
Original Result
(dry)MS Result (dry)MSD Result
(dry)MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg mg/kg %%%%%
Isopropylbenzene 0.0390 0.000696 0.0344 0.0301 86.2 75.4 1 10.0-155 13.1 38
p-Isopropyltoluene 0.0390 U 0.0303 0.0248 77.6 63.6 1 10.0-160 19.8 40
2-Butanone (MEK)0.195 0.00893 0.244 0.233 120 115 1 10.0-160 4.59 40
Methylene Chloride 0.0390 U 0.0298 0.0289 76.4 74.0 1 10.0-141 3.19 37
4-Methyl-2-pentanone (MIBK)0.195 U 0.220 0.217 113 111 1 10.0-160 1.43 35
Methyl tert-butyl ether 0.0390 U 0.0381 0.0381 97.6 97.6 1 11.0-147 0.000 35
Naphthalene 0.0390 U 0.0676 0.0514 173 132 1 10.0-160 J5 27.3 36
n-Propylbenzene 0.0390 0.000893 0.0336 0.0281 83.7 69.7 1 10.0-158 17.7 38
Styrene 0.0390 U 0.0258 0.0253 66.0 64.8 1 10.0-160 1.83 40
1,1,1,2-Tetrachloroethane 0.0390 U 0.0292 0.0280 74.8 71.6 1 10.0-149 4.37 39
1,1,2,2-Tetrachloroethane 0.0390 U 0.0314 0.0315 80.4 80.8 1 10.0-160 0.496 35
Tetrachloroethene 0.0390 0.00273 0.0329 0.0306 77.4 71.4 1 10.0-156 7.37 39
Toluene 0.0390 0.0520 0.217 0.169 423 299 1 10.0-156 J5 J5 25.1 38
1,1,2-Trichlorotrifluoroethane 0.0390 U 0.0353 0.0361 90.4 92.4 1 10.0-160 2.19 36
1,2,3-Trichlorobenzene 0.0390 U 0.0147 0.0134 37.7 34.2 1 10.0-160 9.67 40
1,2,4-Trichlorobenzene 0.0390 U 0.0158 0.0135 40.4 34.6 1 10.0-160 15.5 40
1,1,1-Trichloroethane 0.0390 U 0.0362 0.0348 92.8 89.2 1 10.0-144 3.96 35
1,1,2-Trichloroethane 0.0390 U 0.0290 0.0292 74.4 74.8 1 10.0-160 0.536 35
Trichloroethene 0.0390 U 0.0325 0.0309 83.2 79.2 1 10.0-156 4.93 38
Trichlorofluoromethane 0.0390 U 0.0375 0.0364 96.0 93.2 1 10.0-160 2.96 40
1,2,3-Trichloropropane 0.0390 U 0.0339 0.0333 86.8 85.2 1 10.0-156 1.86 35
1,2,3-Trimethylbenzene 0.0390 0.000984 0.0320 0.0272 79.5 67.1 1 10.0-160 16.4 36
1,2,4-Trimethylbenzene 0.0390 0.00275 0.0394 0.0322 93.8 75.4 1 10.0-160 20.1 36
1,3,5-Trimethylbenzene 0.0390 0.00103 0.0329 0.0276 81.8 68.2 1 10.0-160 17.5 38
Vinyl chloride 0.0390 U 0.0356 0.0372 91.2 95.2 1 10.0-160 4.29 37
Xylenes, Total 0.117 0.0209 0.170 0.142 127 104 1 10.0-160 17.8 38
(S) Toluene-d8 97.4 94.1 75.0-131
(S) 4-Bromofluorobenzene 98.1 95.6 67.0-138
(S) 1,2-Dichloroethane-d4 118 120 70.0-130
L1253135-08 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1253135-08 08/26/20 19:11 • (MS) R3564387-7 08/26/20 20:37 • (MSD) R3564387-8 08/26/20 20:59
Spike Amount
(dry)
Original Result
(dry)MS Result (dry)MSD Result
(dry)MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg mg/kg %%%%%
TPH (GC/MS) Low Fraction 7.81 0.336 7.87 7.01 96.5 85.5 1 10.0-160 11.5 40
(S) Toluene-d8 91.9 91.2 75.0-131
(S) 4-Bromofluorobenzene 98.2 94.8 67.0-138
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532966
Volatile Organic Compounds (GC/MS) by Method 8260B L1253135-08
L1253135-08 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1253135-08 08/26/20 19:11 • (MS) R3564387-7 08/26/20 20:37 • (MSD) R3564387-8 08/26/20 20:59
Spike Amount
(dry)
Original Result
(dry)MS Result (dry)MSD Result
(dry)MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg mg/kg %%%%%
(S) 1,2-Dichloroethane-d4 117 113 70.0-130
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1531031
Semi-Volatile Organic Compounds (GC) by Method 3511/8015 L1253135-30
Method Blank (MB)
(MB) R3564652-1 08/27/20 01:21
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/l mg/l mg/l
DRO W/ SGT U 0.0247 0.100
(S) o-Terphenyl 79.5 52.0-156
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R3564652-2 08/27/20 01:47 • (LCSD) R3564652-3 08/27/20 02:13
Spike Amount LCS Result LCSD Result LCS Rec.LCSD Rec.Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits
Analyte mg/l mg/l mg/l %%%%%
DRO W/ SGT 1.50 1.31 1.42 87.3 94.7 50.0-150 8.06 20
(S) o-Terphenyl 82.5 87.0 52.0-156
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1532427
Semi-Volatile Organic Compounds (GC) by Method 3546/DRO L1253135-08
Method Blank (MB)
(MB) R3563845-2 08/26/20 08:43
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/kg mg/kg mg/kg
DRO W/ SGT U 0.769 4.00
(S) o-Terphenyl 60.4 18.0-148
Laboratory Control Sample (LCS)
(LCS) R3563845-1 08/26/20 07:13
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte mg/kg mg/kg %%
DRO W/ SGT 50.0 27.5 55.0 50.0-150
(S) o-Terphenyl 39.8 18.0-148
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.GLOSSARY OF TERMS
Guide to Reading and Understanding Your Laboratory Report
The information below is designed to better explain the various terms used in your report of analytical results from the Laboratory. This is not
intended as a comprehensive explanation, and if you have additional questions please contact your project representative.
Results Disclaimer - Information that may be provided by the customer, and contained within this report, include Permit Limits, Project Name,
Sample ID, Sample Matrix, Sample Preservation, Field Blanks, Field Spikes, Field Duplicates, On-Site Data, Sampling Collection Dates/Times, and
Sampling Location. Results relate to the accuracy of this information provided, and as the samples are received.
Abbreviations and Definitions
(dry)Results are reported based on the dry weight of the sample. [this will only be present on a dry report basis for soils].
MDL Method Detection Limit.
MDL (dry)Method Detection Limit.
RDL Reported Detection Limit.
RDL (dry)Reported Detection Limit.
Rec.Recovery.
RPD Relative Percent Difference.
SDG Sample Delivery Group.
(S)
Surrogate (Surrogate Standard) - Analytes added to every blank, sample, Laboratory Control Sample/Duplicate and
Matrix Spike/Duplicate; used to evaluate analytical efficiency by measuring recovery. Surrogates are not expected to be
detected in all environmental media.
U Not detected at the Reporting Limit (or MDL where applicable).
Analyte The name of the particular compound or analysis performed. Some Analyses and Methods will have multiple analytes
reported.
Dilution
If the sample matrix contains an interfering material, the sample preparation volume or weight values differ from the
standard, or if concentrations of analytes in the sample are higher than the highest limit of concentration that the
laboratory can accurately report, the sample may be diluted for analysis. If a value different than 1 is used in this field, the
result reported has already been corrected for this factor.
Limits
These are the target % recovery ranges or % difference value that the laboratory has historically determined as normal
for the method and analyte being reported. Successful QC Sample analysis will target all analytes recovered or
duplicated within these ranges.
Original Sample The non-spiked sample in the prep batch used to determine the Relative Percent Difference (RPD) from a quality control
sample. The Original Sample may not be included within the reported SDG.
Qualifier
This column provides a letter and/or number designation that corresponds to additional information concerning the result
reported. If a Qualifier is present, a definition per Qualifier is provided within the Glossary and Definitions page and
potentially a discussion of possible implications of the Qualifier in the Case Narrative if applicable.
Result
The actual analytical final result (corrected for any sample specific characteristics) reported for your sample. If there was
no measurable result returned for a specific analyte, the result in this column may state “ND” (Not Detected) or “BDL”
(Below Detectable Levels). The information in the results column should always be accompanied by either an MDL
(Method Detection Limit) or RDL (Reporting Detection Limit) that defines the lowest value that the laboratory could detect
or report for this analyte.
Uncertainty
(Radiochemistry)Confidence level of 2 sigma.
Case Narrative (Cn)
A brief discussion about the included sample results, including a discussion of any non-conformances to protocol
observed either at sample receipt by the laboratory from the field or during the analytical process. If present, there will
be a section in the Case Narrative to discuss the meaning of any data qualifiers used in the report.
Quality Control
Summary (Qc)
This section of the report includes the results of the laboratory quality control analyses required by procedure or
analytical methods to assist in evaluating the validity of the results reported for your samples. These analyses are not
being performed on your samples typically, but on laboratory generated material.
Sample Chain of
Custody (Sc)
This is the document created in the field when your samples were initially collected. This is used to verify the time and
date of collection, the person collecting the samples, and the analyses that the laboratory is requested to perform. This
chain of custody also documents all persons (excluding commercial shippers) that have had control or possession of the
samples from the time of collection until delivery to the laboratory for analysis.
Sample Results (Sr)
This section of your report will provide the results of all testing performed on your samples. These results are provided
by sample ID and are separated by the analyses performed on each sample. The header line of each analysis section for
each sample will provide the name and method number for the analysis reported.
Sample Summary (Ss)This section of the Analytical Report defines the specific analyses performed for each sample ID, including the dates and
times of preparation and/or analysis.
Qualifier Description
E The analyte concentration exceeds the upper limit of the calibration range of the instrument established by the initial
calibration (ICAL).
J The identification of the analyte is acceptable; the reported value is an estimate.
J3 The associated batch QC was outside the established quality control range for precision.
J4 The associated batch QC was outside the established quality control range for accuracy.
J5 The sample matrix interfered with the ability to make any accurate determination; spike value is high.
J6 The sample matrix interfered with the ability to make any accurate determination; spike value is low.
P1 RPD value not applicable for sample concentrations less than 5 times the reporting limit.
V The sample concentration is too high to evaluate accurate spike recoveries.
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ONE LAB. NATIONWIDE.
Pace National is the only environmental laboratory accredited/certified to support your work nationwide from one location. One phone call, one point of contact, one laboratory. No other lab is as
accessible or prepared to handle your needs throughout the country. Our capacity and capability from our single location laboratory is comparable to the collective totals of the network
laboratories in our industry. The most significant benefit to our one location design is the design of our laboratory campus. The model is conducive to accelerated productivity, decreasing
turn-around time, and preventing cross contamination, thus protecting sample integrity. Our focus on premium quality and prompt service allows us to be YOUR LAB OF CHOICE.
* Not all certifications held by the laboratory are applicable to the results reported in the attached report.
* Accreditation is only applicable to the test methods specified on each scope of accreditation held by Pace National.

State Accreditations
Alabama 40660 Nebraska NE-OS-15-05
Alaska 17-026 Nevada TN-03-2002-34
Arizona AZ0612 New Hampshire 2975
Arkansas 88-0469 New Jersey–NELAP TN002
California 2932 New Mexico ¹n/a
Colorado TN00003 New York 11742
Connecticut PH-0197 North Carolina Env375
Florida E87487 North Carolina ¹DW21704
Georgia NELAP North Carolina ³41
Georgia ¹923 North Dakota R-140
Idaho TN00003 Ohio–VAP CL0069
Illinois 200008 Oklahoma 9915
Indiana C-TN-01 Oregon TN200002
Iowa 364 Pennsylvania 68-02979
Kansas E-10277 Rhode Island LAO00356
Kentucky ¹ ⁶90010 South Carolina 84004
Kentucky ²16 South Dakota n/a
Louisiana AI30792 Tennessee ¹ ⁴2006
Louisiana ¹LA180010 Texas T104704245-18-15
Maine TN0002 Texas ⁵LAB0152
Maryland 324 Utah TN00003
Massachusetts M-TN003 Vermont VT2006
Michigan 9958 Virginia 460132
Minnesota 047-999-395 Washington C847
Mississippi TN00003 West Virginia 233
Missouri 340 Wisconsin 9980939910
Montana CERT0086 Wyoming A2LA

Third Party Federal Accreditations
A2LA – ISO 17025 1461.01 AIHA-LAP,LLC EMLAP 100789
A2LA – ISO 17025 ⁵1461.02 DOD 1461.01
Canada 1461.01 USDA P330-15-00234
EPA–Crypto TN00003
ACCREDITATIONS & LOCATIONS

¹ Drinking Water ² Underground Storage Tanks ³ Aquatic Toxicity ⁴ Chemical/Microbiological ⁵ Mold ⁶ Wastewater n/a Accreditation not applicable

Our Locations
Pace National has sixty-four client support centers that provide sample pickup and/or the delivery of sampling supplies. If you would like assistance from one of our support offices, please contact
our main office. Pace National performs all testing at our central laboratory.
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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Via Email: [e-mail]
July 8, 2021
Mr. Kevin Theobald
Salt Lake Chrome Plating and Collision Products
1050 S. Washington Street
Salt Lake City, Utah 84101
Subject: Summary of Additional Environmental Investigations
Salt Lake Chrome Plating
255, 259, and 269 Brooklyn Avenue
Salt Lake City, Utah
Project No. 02791734
Dear Mr. Theobald:
Thank you for requesting us the opportunity to provide our services to you. Professional Service Industries,
Inc. (PSI), an Intertek Company, is submitting this letter summarizing additional environmental
investigations of soil at the properties located at 255, 259 and 269 Brooklyn Avenue, Salt Lake City, Utah
(the Site). This additional investigation was requested by Mr. George Hauser and likely investment partner
to 269 Brooklyn LLC.
PROJECT BACKGROUND
Previous subsurface investigations have documented contaminants of concern (COCs) in soils and
groundwater on the property to be above the applicable regulatory screening criteria. A Site
Characterization Report, dated June 8, 2021, was submitted to the Utah Department of Environmental
Quality (UDEQ) summarizing previous investigations conducted at the Site. The site location and
local topographic setting is illustrated in Figure 1. The site boundaries and sample locations are
illustrated in Figure 2 and Figure 3, provided in the Attachments.
Previous environmental investigation performed on the Site include the following:
•Phase I Environmental Site Assessment (ESA), June 20, 2020,
•Subsurface Investigation Report, October 8, 2019,
•Limited Site Investigation Report, September 4, 2020,
•Additional Subsurface Investigation, conducted on March 9-11, 2021, and
•Additional Subsurface Investigation, conducted on May 6-7, 2021.
ADDITIONAL ENVIRONMENTAL INVESTIGATION
The field investigation and sampling activities were conducted under the supervision of a qualified
professional. On June 7, 2021, PSI advanced three (3) hand augers (one under each building - 255, 259
and 269 Brooklyn Avenue) for the collection of shallow soil samples.
Additional Environmental Investigation Summary Letter
255, 259, and 269 Brooklyn Avenue
July 8 2021
The three (3) hand auger borings, identified as HA-7, HA-8, and HA-9, were advanced to approximately
1.5-feet (ft) below ground surface (bgs). Prior to advancing the borings, PSI contracted Greene’s Concrete
Coring to core the concrete floor of each building. Concrete thicknesses were observed to be
approximately 4 to 6 inches. Water was encountered in each of the borings. During the advancement of
the borings, the soils were observed for evidence of; solid wastes, hazardous materials, staining, chemical
odors, other evidence of chemical impacts and screened with a photoionization detector (PID).. No PID
detections or impacts were observed during the drilling.
Soil samples were collected from each of the borings at depth intervals of 0 to 1 ft bgs. The soil samples
were immediately retained in laboratory provided containers and placed in an iced sample cooler. The
soil samples were submitted to American West Analytical Laboratories (AWAL) of Salt Lake City, Utah for
laboratory analysis. All three of the soil samples were analyzed for arsenic and lead by the EPA methods
6020B and volatile organic compounds (VOCs) by EPA Method 8260B. The laboratory analytical report is
provided as an Attachment.
Soil results were compared to residential and industrial EPA Regional Screening Levels (RSLs), updated
May 2021, for Target Cancer Risk of 1E 06 and a Target Hazard Quotient (THQ) of 1.0.
Soil results for arsenic were also compared to the upper most background Salt Lake County arsenic level
of 43.0 mg/kg based on the US Geological Survey (USGS) National Geochemical Survey for Salt Lake County
Utah background levels for metals by county.
ANALYTICAL SUMMARY
Arsenic and lead detections in surface soil samples were not detected greater than the upper most
background level of 43.0 mg/kg for arsenic and the residential RSL of 400 mg/kg for lead.
VOCs were not detected above laboratory reporting limits, with the exception on tetrachloroethylene
(PCE) at B-8 (0.00163 mg/kg) and B-9 (0.000779 mg/kg) and not detected greater than the residential RSL
of 24 mg/kg for PCE.
CONCLUSIONS
PSI has performed this additional environmental investigation in general conformance with the scope and
limitations of PSI Project Number 0279-1734. Any exceptions to or deletions from the work scope are
discussed earlier in this report. Based on an evaluation of the findings of this assessment, soil samples did
not exceed residential RSLs for arsenic, lead, and VOCs.
WARRANTY
PSI warrants that the findings and conclusions reported herein were conducted in general accordance
with typical industry practices employed for environmental site investigations, and sampling guidance
developed by UDEQ and/or USEPA. However, these findings and conclusions contain all of the limitations
Additional Environmental Investigation Summary Letter
255, 259, and 269 Brooklyn Avenue
July 8, 2021
inherent in these methodologies which are referred to in the standard guide and some of which are more
specifically set forth below.
This report has been developed to provide the client with information regarding apparent indications of
environmental conditions relating to the Site. It is necessarily limited to the conditions observed and to
the information available at the time of the work. The assessment and conclusions presented herein were
based upon the subjective evaluation of limited data. They may not represent all conditions at the Site as
they reflect the information gathered from specific locations. PSI warrants that the findings and
conclusions contained herein have been promulgated in accordance with generally accepted
environmental investigation methodology and only for the site described in this report.
Due to the nature of the work conducted to date, there is a possibility that there may exist conditions
which could not be identified within the scope of the assessment or which were not apparent at the time
of report preparation. It is also possible that the testing methods employed at the time of the report may
later be superseded by other methods. The description, type, and composition of what are commonly
referred to as "hazardous materials or conditions" can also change over time. PSI does not accept
responsibility for changes in the state of the art, nor for changes in the scope of various lists of hazardous
materials or conditions. PSI believes that the findings and conclusions provided in this report are
reasonable. However, no other warranties are implied or expressed.
Thank you for the opportunity to provide environmental consulting on this important project. Please
contact us at [phone] if you have questions regarding the project or if we may be of further service.
Respectfully Submitted,
PROFESSIONAL SERVICE INDUSTRIES, INC.
Shane A. Strope , P.G. (UT) Eric M. Ross
Senior Project Geologist Principal Consultant
Attachments:
Figures
Detailed Analytical Result
ATTACHMENTS
Figures
FIGURE 1 – AREA TOPOGRAPHIC MAP
Salt Lake Chrome Plating and Collision Products
Brooklyn Avenue & Washington Street
Salt Lake City, Utah
SOURCE:
USGS “Salt Lake City North, UT; Fort
Douglas, UT; Salt Lake City South,
UT; and Sugar House, UT ” 7.5 Minute
Quadrangles 1998 and 1999
SOURCE:
USGS “Salt Lake City North, UT; Fort
Douglas, UT; Salt Lake City South,
UT; and Sugar House, UT ” 7.5 Minute
Quadrangles 1998 and 1999
02791734-1
PROJECT NO.PROJECT NO.

HA‐7 
HA‐8 HA‐9 

Detailed Analytical Results

Phone: [phone], Toll Free: [phone], Fax: [phone]
e-mail: [e-mail], web: www.awal-labs.com

Jennifer Osborn
Laboratory Director

Jose Rocha
QA Officer

3440 South 700 West
Salt Lake City, UT 84119
All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Intertek PSI
Eric Ross
Dear Eric Ross:
Salt Lake Chrome and Collision Products / Salt Lake Chrome / 0279-1735
Lab Set ID:2106203
TEL:[phone]
2779 South 600 West
Salt Lake City, UT 84115
RE:
American West Analytical Laboratories received sample(s) on 6/7/2021 for the analyses presented in the
following report.
American West Analytical Laboratories (AWAL) is accredited by The National Environmental Laboratory
Accreditation Program (NELAP) in Utah and Texas; and is state accredited in Colorado, Idaho, New
Mexico, Wyoming, and Missouri.
All analyses were performed in accordance to the NELAP protocols unless noted otherwise. Accreditation
scope documents are available upon request. If you have any questions or concerns regarding this report
please feel free to call.
The abbreviation "Surr" found in organic reports indicates a surrogate compound that is intentionally added
by the laboratory to determine sample injection, extraction, and/or purging efficiency. The "Reporting
Limit" found on the report is equivalent to the practical quantitation limit (PQL). This is the minimum
concentration that can be reported by the method referenced and the sample matrix. The reporting limit
must not be confused with any regulatory limit. Analytical results are reported to three significant figures
for quality control and calculation purposes.
Thank You,
Approved by: _____________________________
Laboratory Director or designee
Report Date: 6/21/2021 Page 1 of 38

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Jennifer Osborn
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Inorganic Case Narrative

Client: Intertek PSI
Contact: Eric Ross
Project: Salt Lake Chrome and Collision Products /
Salt Lake Chrome / 0279-1735
Lab Set ID: 2106203

Sample Receipt Information:

Date of Receipt: 06/07/2021
Date(s) of Collection: 06/07/2021
Sample Condition: Intact
C-O-C Discrepancies: See Chain of Custody

Holding Time and Preservation Requirements: The analysis and preparation for the
samples were performed within the method holding times. The samples were properly
preserved.

Preparation and Analysis Requirements: The samples were analyzed following the
methods stated on the analytical reports.

Analytical QC Requirements: All instrument calibration and calibration check
requirements were met. All internal standard recoveries met method criterion.

Batch QC Requirements: MB, LCS, MS, MSD, RPD, DUP:

Method Blanks (MB): No target analytes were detected above reporting limits,
indicating that the procedure was free from contamination.

Laboratory Control Samples (LCS): All LCS recoveries were within control
limits, indicating that the preparation and analysis were in control.

Matrix Spike / Matrix Spike Duplicates (MS/MSD): All percent recoveries and
RPDs (Relative Percent Differences) were inside established limits, indicating no
apparent matrix interferences.

Duplicate (DUP): The parameters that required a duplicate analysis had RPDs
within the control limits.

Corrective Action: None required.
Report Date: 6/21/2021 Page 2 of 38

3440 South 700 West
Salt Lake City, UT 84119

Phone: [phone]
Toll Free: [phone]
Fax: [phone]
e-mail: [e-mail]

web: www.awal-labs.com

Jennifer Osborn
Laboratory Director

Jose Rocha
QA Officer

All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Volatile Case Narrative

Client: PacifiCorp
Contact: Jeff Tucker
Project: Carbon Plant VCP / 60603389
Lab Set ID: 1906718

Sample Receipt Information:

Date of Receipt: 6/27/2019
Date(s) of Collection: 6/25 through 6/27/2019
Sample Condition: Intact
C-O-C Discrepancies: None
Method: SW-846 8260D/5030A (Solid)
Analysis: Volatile Organic Compounds

General Set Comments: No target analytes were observed above reporting limits.

Holding Time and Preservation Requirements: All samples were received in appropriate
containers and properly preserved. Analysis was performed within 7 day holding time. The
analysis and preparation of all samples were performed within the method holding times
following the methods stated on the analytical reports.

Analytical QC Requirements: All instrument calibration and calibration check
requirements were met, with CCV exceptions noted on the reports. All internal standard
recoveries met method criterion.

Batch QC Requirements: MB, LCS, MS, MSD, RPD, and Surrogates:

Method Blanks (MBs): No target analytes were detected above reporting limits,
indicating that the procedure was free from contamination.

Laboratory Control Sample (LCSs): All LCS recoveries were within control
limits, with the following exceptions: LCS VOC-3 060821A for 2-Butanone
indicates possible bias high.

Matrix Spike / Matrix Spike Duplicate (MS/MSD): All percent recoveries and
RPDs (Relative Percent Differences) were inside established limits, with the
following exceptions: the RPD for multiple analytes on sample 2106203-002A was
outside of the control limits due to matrix interference.

Surrogates: All surrogate recoveries were within established limits.

Corrective Action: None required.
Report Date: 6/21/2021 Page 3 of 38

Phone: [phone], Toll Free: [phone], Fax: [phone]
e-mail: [e-mail], web: www.awal-labs.com

Jennifer Osborn
Laboratory Director

Jose Rocha
QA Officer

3440 South 700 West
Salt Lake City, UT 84119
All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Project:Salt Lake Chrome and Collision Products / Salt Lake Chrome / 0279-1735
Contact:Eric RossClient:Intertek PSI
INORGANIC ANALYTICAL REPORT
Lab Sample ID:2106203-001
Client Sample ID:HA-7 (0-1 feet)
Collection Date:6/7/2021
Received Date:6/7/2021
1245h
1445h

Compound
Analytical
Result

Qual

Units
Date
Prepared
Method
Used
Reporting
Limit
Date
Analyzed

MDL

CAS
Analytical Results TOTAL METALS
9.980.530mg/kg-dryArsenic 1523h 6/9/2021 SW6020B1003h6/8/2021 0.1457440-38-2
6.043.18mg/kg-dryLead 1523h 6/9/2021 SW6020B1003h6/8/2021 1.237439-92-1
Report Date: 6/21/2021 Page 4 of 38

Phone: [phone], Toll Free: [phone], Fax: [phone]
e-mail: [e-mail], web: www.awal-labs.com

Jennifer Osborn
Laboratory Director

Jose Rocha
QA Officer

3440 South 700 West
Salt Lake City, UT 84119
All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Project:Salt Lake Chrome and Collision Products / Salt Lake Chrome / 0279-1735
Contact:Eric RossClient:Intertek PSI
INORGANIC ANALYTICAL REPORT
Lab Sample ID:2106203-002
Client Sample ID:HA-8 (0-1 feet)
Collection Date:6/7/2021
Received Date:6/7/2021
1253h
1445h

Compound
Analytical
Result

Qual

Units
Date
Prepared
Method
Used
Reporting
Limit
Date
Analyzed

MDL

CAS
Analytical Results TOTAL METALS
13.40.553mg/kg-dryArsenic 1523h 6/9/2021 SW6020B1032h6/8/2021 0.1517440-38-2
74.13.32mg/kg-dryLead 1523h 6/9/2021 SW6020B1032h6/8/2021 1.287439-92-1
Report Date: 6/21/2021 Page 5 of 38

Phone: [phone], Toll Free: [phone], Fax: [phone]
e-mail: [e-mail], web: www.awal-labs.com

Jennifer Osborn
Laboratory Director

Jose Rocha
QA Officer

3440 South 700 West
Salt Lake City, UT 84119
All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Project:Salt Lake Chrome and Collision Products / Salt Lake Chrome / 0279-1735
Contact:Eric RossClient:Intertek PSI
INORGANIC ANALYTICAL REPORT
Lab Sample ID:2106203-003
Client Sample ID:HA-9 (0-1 feet)
Collection Date:6/7/2021
Received Date:6/7/2021
1312h
1445h

Compound
Analytical
Result

Qual

Units
Date
Prepared
Method
Used
Reporting
Limit
Date
Analyzed

MDL

CAS
Analytical Results TOTAL METALS
9.140.524mg/kg-dryArsenic 1523h 6/9/2021 SW6020B1035h6/8/2021 0.1437440-38-2
44.13.15mg/kg-dryLead 1523h 6/9/2021 SW6020B1035h6/8/2021 1.227439-92-1
Report Date: 6/21/2021 Page 6 of 38

Phone: [phone], Toll Free: [phone], Fax: [phone]
e-mail: [e-mail], web: www.awal-labs.com

Jennifer Osborn
Laboratory Director

Jose Rocha
QA Officer

3440 South 700 West
Salt Lake City, UT 84119
All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Client:Intertek PSI
ORGANIC ANALYTICAL REPORT
Contact:Eric Ross
Project:Salt Lake Chrome and Collision Products / Salt Lake Chrome / 0279-1735
Lab Sample ID:2106203-001A
Client Sample ID:HA-7 (0-1 feet)
Collection Date:6/7/2021
Received Date:6/7/2021
Analytical Results
VOAs AWAL List by GC/MS Method 8260D
1245h
1445h
Test Code: 8260D-S
Units:µg/kg-dry Dilution Factor:1.01
Analyzed:6/8/2021 948h Extracted:
Method:SW8260D
Analytical
ResultCompound
Reporting
Limit
CAS
Number Qual

MDL
1,1,1-Trichloroethane < 2.18 U2.180.25271-55-6
1,1,2,2-Tetrachloroethane < 2.18 U2.180.34079-34-5
1,1,2-Trichloro-1,2,2-trifluoroethane < 2.18 U#2.181.0276-13-1
1,1,2-Trichloroethane < 2.18 U2.180.19479-00-5
1,1-Dichloroethane < 2.18 U2.180.14375-34-3
1,1-Dichloroethene < 2.18 U2.180.66775-35-4
1,2,3-Trichlorobenzene < 2.18 U2.181.1287-61-6
1,2,4-Trichlorobenzene < 2.18 U2.181.29120-82-1
1,2-Dibromo-3-chloropropane < 5.45 U5.450.72696-12-8
1,2-Dibromoethane < 2.18 U2.180.283106-93-4
1,2-Dichlorobenzene < 2.18 U2.180.73995-50-1
1,2-Dichloroethane < 2.18 U2.180.129107-06-2
1,2-Dichloropropane < 2.18 U2.180.70878-87-5
1,3-Dichlorobenzene < 2.18 U2.181.12541-73-1
1,4-Dichlorobenzene < 2.18 U2.180.927106-46-7
1,4-Dioxane < 54.5 U54.530.2123-91-1
2-Butanone < 10.9 UL10.93.2978-93-3
2-Hexanone < 5.45 U5.452.25591-78-6
4-Methyl-2-pentanone < 5.45 U$5.451.91108-10-1
Acetone < 10.9 U10.98.9667-64-1
Benzene < 2.18 U2.180.36971-43-2
Bromochloromethane < 2.18 U2.180.26174-97-5
Bromodichloromethane < 2.18 U2.180.86875-27-4
Bromoform < 2.18 U2.180.31575-25-2
Bromomethane < 5.45 U5.452.8574-83-9
Report Date: 6/21/2021 Page 7 of 38

Phone: [phone], Toll Free: [phone], Fax: [phone]
e-mail: [e-mail], web: www.awal-labs.com

Jennifer Osborn
Laboratory Director

Jose Rocha
QA Officer

3440 South 700 West
Salt Lake City, UT 84119
All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Lab Sample ID:2106203-001A
Client Sample ID:HA-7 (0-1 feet)
Units:µg/kg-dry Dilution Factor:1.01
Analyzed:6/8/2021 948h Extracted:
Method:SW8260D
Analytical
ResultCompound
Reporting
Limit
CAS
Number Qual

MDL
Carbon disulfide < 2.18 U2.180.26975-15-0
Carbon tetrachloride < 2.18 U2.180.45756-23-5
Chlorobenzene < 2.18 U2.180.583108-90-7
Chloroethane < 2.18 U2.181.3075-00-3
Chloroform < 2.18 U2.180.72067-66-3
Chloromethane < 3.27 U3.271.7374-87-3
cis-1,2-Dichloroethene < 2.18 U2.180.359156-59-2
cis-1,3-Dichloropropene < 2.18 U2.180.33310061-01-5
Cyclohexane < 2.18 U#2.180.872110-82-7
Dibromochloromethane < 2.18 U2.180.148124-48-1
Dichlorodifluoromethane < 2.18 U2.181.2875-71-8
Ethylbenzene < 2.18 U2.180.736100-41-4
Isopropylbenzene < 2.18 U2.181.9198-82-8
m,p-Xylene < 2.18 U2.180.884179601-23-1
Methyl Acetate < 5.45 U$5.452.4079-20-9
Methyl tert-butyl ether < 2.18 U2.180.2291634-04-4
Methylcyclohexane < 2.18 U2.181.31108-87-2
Methylene chloride < 5.45 U5.452.5975-09-2
Naphthalene < 2.18 U2.181.1291-20-3
o-Xylene < 2.18 U2.180.75995-47-6
Styrene < 2.18 U2.180.806100-42-5
Tetrachloroethene < 2.18 U#2.180.502127-18-4
Toluene < 2.18 U2.180.488108-88-3
trans-1,2-Dichloroethene < 2.18 U2.180.285156-60-5
trans-1,3-Dichloropropene < 2.18 U2.180.31110061-02-6
Trichloroethene < 2.18 U2.180.38879-01-6
Trichlorofluoromethane < 2.18 U#2.180.25575-69-4
Vinyl chloride < 1.09 U1.090.21475-01-4
Report Date: 6/21/2021 Page 8 of 38

Phone: [phone], Toll Free: [phone], Fax: [phone]
e-mail: [e-mail], web: www.awal-labs.com

Jennifer Osborn
Laboratory Director

Jose Rocha
QA Officer

3440 South 700 West
Salt Lake City, UT 84119
All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Lab Sample ID:2106203-001A
Client Sample ID:HA-7 (0-1 feet)
Units:µg/kg-dry Dilution Factor:1.01
Analyzed:6/8/2021 948h Extracted:
Method:SW8260D
U - This flag indicates the compound was analyzed for but not detected above the MDL.
L - High LCS recoveries indicate possible bias high. Data deemed acceptable as the analyte was not observed in the field sample.
Sampling and analytical preparation performed by method 5030A modified for analysis of soil samples collected in 2 or 4 oz jars.
# - This compound exceeded (high) the control limit for the CCV. The data is acceptable since the compound was not detected in the sample.
$ - This compound exceeded (low) the control limit for the CCV. The compound concentration is estimated and may be biased low.
Surrogate CAS Result Amount Spiked % REC Limits QualUnits:µg/kg-dry
54.51 109 Surr: 1,2-Dichloroethane-d4 17060-07-0 70-14559.2
54.51 96.7 Surr: 4-Bromofluorobenzene 460-00-4 70-12852.7
54.51 105 Surr: Dibromofluoromethane 1868-53-7 70-13357.4
54.51 101 Surr: Toluene-d8 2037-26-5 70-12355.1
Report Date: 6/21/2021 Page 9 of 38

Phone: [phone], Toll Free: [phone], Fax: [phone]
e-mail: [e-mail], web: www.awal-labs.com

Jennifer Osborn
Laboratory Director

Jose Rocha
QA Officer

3440 South 700 West
Salt Lake City, UT 84119
All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Client:Intertek PSI
ORGANIC ANALYTICAL REPORT
Contact:Eric Ross
Project:Salt Lake Chrome and Collision Products / Salt Lake Chrome / 0279-1735
Lab Sample ID:2106203-002A
Client Sample ID:HA-8 (0-1 feet)
Collection Date:6/7/2021
Received Date:6/7/2021
Analytical Results
VOAs AWAL List by GC/MS Method 8260D
1253h
1445h
Test Code: 8260D-S
Units:µg/kg-dry Dilution Factor:0.99
Analyzed:6/8/2021 848h Extracted:
Method:SW8260D
Analytical
ResultCompound
Reporting
Limit
CAS
Number Qual

MDL
1,1,1-Trichloroethane < 2.23 U@2.230.25771-55-6
1,1,2,2-Tetrachloroethane < 2.23 U¹2.230.34879-34-5
1,1,2-Trichloro-1,2,2-trifluoroethane < 2.23 U@#2.231.0476-13-1
1,1,2-Trichloroethane < 2.23 U¹2.230.19879-00-5
1,1-Dichloroethane < 2.23 U¹@2.230.14675-34-3
1,1-Dichloroethene < 2.23 U@2.230.68275-35-4
1,2,3-Trichlorobenzene < 2.23 U2.231.1587-61-6
1,2,4-Trichlorobenzene < 2.23 U2.231.32120-82-1
1,2-Dibromo-3-chloropropane < 5.57 U@¹5.570.74296-12-8
1,2-Dibromoethane < 2.23 U¹2.230.290106-93-4
1,2-Dichlorobenzene < 2.23 U¹@2.230.75695-50-1
1,2-Dichloroethane < 2.23 U¹2.230.132107-06-2
1,2-Dichloropropane < 2.23 U¹2.230.72378-87-5
1,3-Dichlorobenzene < 2.23 U@2.231.15541-73-1
1,4-Dichlorobenzene < 2.23 U@2.230.947106-46-7
1,4-Dioxane < 55.7 U@55.730.9123-91-1
2-Butanone < 11.1 UL11.13.3778-93-3
2-Hexanone < 5.57 U@5.572.30591-78-6
4-Methyl-2-pentanone < 5.57 U$5.571.95108-10-1
Acetone < 11.1 U@11.19.1667-64-1
Benzene < 2.23 U@¹2.230.37771-43-2
Bromochloromethane < 2.23 U2.230.26674-97-5
Bromodichloromethane < 2.23 U¹2.230.88775-27-4
Bromoform < 2.23 U2.230.32275-25-2
Bromomethane < 5.57 U5.572.9174-83-9
Report Date: 6/21/2021 Page 10 of 38

Phone: [phone], Toll Free: [phone], Fax: [phone]
e-mail: [e-mail], web: www.awal-labs.com

Jennifer Osborn
Laboratory Director

Jose Rocha
QA Officer

3440 South 700 West
Salt Lake City, UT 84119
All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Lab Sample ID:2106203-002A
Client Sample ID:HA-8 (0-1 feet)
Units:µg/kg-dry Dilution Factor:0.99
Analyzed:6/8/2021 848h Extracted:
Method:SW8260D
Analytical
ResultCompound
Reporting
Limit
CAS
Number Qual

MDL
Carbon disulfide < 2.23 U@2.230.27575-15-0
Carbon tetrachloride < 2.23 U@2.230.46756-23-5
Chlorobenzene < 2.23 U@2.230.596108-90-7
Chloroethane < 2.23 U2.231.3375-00-3
Chloroform < 2.23 U¹2.230.73667-66-3
Chloromethane < 3.34 U3.341.7774-87-3
cis-1,2-Dichloroethene < 2.23 U2.230.367156-59-2
cis-1,3-Dichloropropene < 2.23 U¹2.230.34010061-01-5
Cyclohexane < 2.23 U#2.230.892110-82-7
Dibromochloromethane < 2.23 U¹@2.230.152124-48-1
Dichlorodifluoromethane < 2.23 U@2.231.3075-71-8
Ethylbenzene < 2.23 U@2.230.752100-41-4
Isopropylbenzene < 2.23 U@2.231.9598-82-8
m,p-Xylene < 2.23 U@2.230.904179601-23-1
Methyl Acetate < 5.57 U$5.572.4579-20-9
Methyl tert-butyl ether < 2.23 U2.230.2341634-04-4
Methylcyclohexane < 2.23 U@2.231.34108-87-2
Methylene chloride < 5.57 U5.572.6575-09-2
Naphthalene < 2.23 U¹2.231.1591-20-3
o-Xylene < 2.23 U@2.230.77695-47-6
Styrene < 2.23 U@¹2.230.824100-42-5
Tetrachloroethene 1.63 J@*2.230.513127-18-4
Toluene < 2.23 U@2.230.499108-88-3
trans-1,2-Dichloroethene < 2.23 U2.230.291156-60-5
trans-1,3-Dichloropropene < 2.23 U¹2.230.31810061-02-6
Trichloroethene < 2.23 U@2.230.39779-01-6
Trichlorofluoromethane < 2.23 U@#2.230.26175-69-4
Vinyl chloride < 1.11 U1.110.21875-01-4
Report Date: 6/21/2021 Page 11 of 38

Phone: [phone], Toll Free: [phone], Fax: [phone]
e-mail: [e-mail], web: www.awal-labs.com

Jennifer Osborn
Laboratory Director

Jose Rocha
QA Officer

3440 South 700 West
Salt Lake City, UT 84119
All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Lab Sample ID:2106203-002A
Client Sample ID:HA-8 (0-1 feet)
Units:µg/kg-dry Dilution Factor:0.99
Analyzed:6/8/2021 848h Extracted:
Method:SW8260D
U - This flag indicates the compound was analyzed for but not detected above the MDL.
J - Estimated value between the MDL and the reporting limit (PQL).
¹ - Matrix spike recovery indicates matrix interference. The method is in control as indicated by the LCS.
@ - High RPD due to suspected sample non-homogeneity or matrix interference.
L - High LCS recoveries indicate possible bias high. Data deemed acceptable as the analyte was not observed in the field sample.
Sampling and analytical preparation performed by method 5030A modified for analysis of soil samples collected in 2 or 4 oz jars.
# - This compound exceeded (high) the control limit for the CCV. The data is acceptable since the compound was not detected in the sample.
$ - This compound exceeded (low) the control limit for the CCV. The compound concentration is estimated and may be biased low.
* - This compound exceeded (high) the control limit for the CCV. The compound concentration is estimated and may be biased high.
Surrogate CAS Result Amount Spiked % REC Limits QualUnits:µg/kg-dry
55.73 103 Surr: 1,2-Dichloroethane-d4 17060-07-0 70-14557.5
55.73 106 Surr: 4-Bromofluorobenzene 460-00-4 70-12859.0
55.73 116 Surr: Dibromofluoromethane 1868-53-7 70-13364.7
55.73 111 Surr: Toluene-d8 2037-26-5 70-12361.6
Report Date: 6/21/2021 Page 12 of 38

Phone: [phone], Toll Free: [phone], Fax: [phone]
e-mail: [e-mail], web: www.awal-labs.com

Jennifer Osborn
Laboratory Director

Jose Rocha
QA Officer

3440 South 700 West
Salt Lake City, UT 84119
All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Client:Intertek PSI
ORGANIC ANALYTICAL REPORT
Contact:Eric Ross
Project:Salt Lake Chrome and Collision Products / Salt Lake Chrome / 0279-1735
Lab Sample ID:2106203-003A
Client Sample ID:HA-9 (0-1 feet)
Collection Date:6/7/2021
Received Date:6/7/2021
Analytical Results
VOAs AWAL List by GC/MS Method 8260D
1312h
1445h
Test Code: 8260D-S
Units:µg/kg-dry Dilution Factor:1.01
Analyzed:6/8/2021 1009h Extracted:
Method:SW8260D
Analytical
ResultCompound
Reporting
Limit
CAS
Number Qual

MDL
1,1,1-Trichloroethane < 2.16 U2.160.25071-55-6
1,1,2,2-Tetrachloroethane < 2.16 U2.160.33879-34-5
1,1,2-Trichloro-1,2,2-trifluoroethane < 2.16 U#2.161.0176-13-1
1,1,2-Trichloroethane < 2.16 U2.160.19379-00-5
1,1-Dichloroethane < 2.16 U2.160.14275-34-3
1,1-Dichloroethene < 2.16 U2.160.66275-35-4
1,2,3-Trichlorobenzene < 2.16 U2.161.1187-61-6
1,2,4-Trichlorobenzene < 2.16 U2.161.28120-82-1
1,2-Dibromo-3-chloropropane < 5.41 U5.410.72196-12-8
1,2-Dibromoethane < 2.16 U2.160.281106-93-4
1,2-Dichlorobenzene < 2.16 U2.160.73495-50-1
1,2-Dichloroethane < 2.16 U2.160.128107-06-2
1,2-Dichloropropane < 2.16 U2.160.70278-87-5
1,3-Dichlorobenzene < 2.16 U2.161.11541-73-1
1,4-Dichlorobenzene < 2.16 U2.160.920106-46-7
1,4-Dioxane < 54.1 U54.130.0123-91-1
2-Butanone < 10.8 UL10.83.2778-93-3
2-Hexanone < 5.41 U5.412.23591-78-6
4-Methyl-2-pentanone < 5.41 U$5.411.89108-10-1
Acetone < 10.8 U10.88.8967-64-1
Benzene < 2.16 U2.160.36671-43-2
Bromochloromethane < 2.16 U2.160.25974-97-5
Bromodichloromethane < 2.16 U2.160.86175-27-4
Bromoform < 2.16 U2.160.31375-25-2
Bromomethane < 5.41 U5.412.8274-83-9
Report Date: 6/21/2021 Page 13 of 38

Phone: [phone], Toll Free: [phone], Fax: [phone]
e-mail: [e-mail], web: www.awal-labs.com

Jennifer Osborn
Laboratory Director

Jose Rocha
QA Officer

3440 South 700 West
Salt Lake City, UT 84119
All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Lab Sample ID:2106203-003A
Client Sample ID:HA-9 (0-1 feet)
Units:µg/kg-dry Dilution Factor:1.01
Analyzed:6/8/2021 1009h Extracted:
Method:SW8260D
Analytical
ResultCompound
Reporting
Limit
CAS
Number Qual

MDL
Carbon disulfide < 2.16 U2.160.26775-15-0
Carbon tetrachloride < 2.16 U2.160.45356-23-5
Chlorobenzene < 2.16 U2.160.579108-90-7
Chloroethane < 2.16 U2.161.2975-00-3
Chloroform < 2.16 U2.160.71467-66-3
Chloromethane < 3.25 U3.251.7274-87-3
cis-1,2-Dichloroethene < 2.16 U2.160.356156-59-2
cis-1,3-Dichloropropene < 2.16 U2.160.33010061-01-5
Cyclohexane < 2.16 U#2.160.866110-82-7
Dibromochloromethane < 2.16 U2.160.147124-48-1
Dichlorodifluoromethane < 2.16 U2.161.2775-71-8
Ethylbenzene < 2.16 U2.160.730100-41-4
Isopropylbenzene < 2.16 U2.161.8998-82-8
m,p-Xylene < 2.16 U2.160.878179601-23-1
Methyl Acetate < 5.41 U$5.412.3879-20-9
Methyl tert-butyl ether < 2.16 U2.160.2271634-04-4
Methylcyclohexane < 2.16 U2.161.30108-87-2
Methylene chloride < 5.41 U5.412.5875-09-2
Naphthalene < 2.16 U2.161.1191-20-3
o-Xylene < 2.16 U2.160.75395-47-6
Styrene < 2.16 U2.160.800100-42-5
Tetrachloroethene 0.779 J*2.160.498127-18-4
Toluene < 2.16 U2.160.485108-88-3
trans-1,2-Dichloroethene < 2.16 U2.160.282156-60-5
trans-1,3-Dichloropropene < 2.16 U2.160.30810061-02-6
Trichloroethene < 2.16 U2.160.38579-01-6
Trichlorofluoromethane < 2.16 U#2.160.25375-69-4
Vinyl chloride < 1.08 U1.080.21275-01-4
Report Date: 6/21/2021 Page 14 of 38

Phone: [phone], Toll Free: [phone], Fax: [phone]
e-mail: [e-mail], web: www.awal-labs.com

Jennifer Osborn
Laboratory Director

Jose Rocha
QA Officer

3440 South 700 West
Salt Lake City, UT 84119
All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the
addressee. Privileges of subsequent use of the name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report
for any purpose other than for the addressee will be granted only on contact. This company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Lab Sample ID:2106203-003A
Client Sample ID:HA-9 (0-1 feet)
Units:µg/kg-dry Dilution Factor:1.01
Analyzed:6/8/2021 1009h Extracted:
Method:SW8260D
U - This flag indicates the compound was analyzed for but not detected above the MDL.
J - Estimated value between the MDL and the reporting limit (PQL).
L - High LCS recoveries indicate possible bias high. Data deemed acceptable as the analyte was not observed in the field sample.
Sampling and analytical preparation performed by method 5030A modified for analysis of soil samples collected in 2 or 4 oz jars.
# - This compound exceeded (high) the control limit for the CCV. The data is acceptable since the compound was not detected in the sample.
$ - This compound exceeded (low) the control limit for the CCV. The compound concentration is estimated and may be biased low.
* - This compound exceeded (high) the control limit for the CCV. The compound concentration is estimated and may be biased high.
Surrogate CAS Result Amount Spiked % REC Limits QualUnits:µg/kg-dry
54.10 112 Surr: 1,2-Dichloroethane-d4 17060-07-0 70-14560.6
54.10 97.9 Surr: 4-Bromofluorobenzene 460-00-4 70-12852.9
54.10 112 Surr: Dibromofluoromethane 1868-53-7 70-13360.4
54.10 97.9 Surr: Toluene-d8 2037-26-5 70-12352.9
Report Date: 6/21/2021 Page 15 of 38

Salt Lake City, UT 84119
Phone: [phone], Toll Free: [phone], Fax: [phone]
e-mail: [e-mail], web: www.awal-labs.com

Jennifer Osborn
Laboratory Director

Jose Rocha
QA Officer

3440 South 700 West
All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the addressee. Privileges of subsequent use of the
name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report for any purpose other than for the addressee will be granted only on contact. This
company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Client:Intertek PSI
QC SUMMARY REPORT
Contact:Eric Ross
Project:Salt Lake Chrome and Collision Products / Salt Lake Chrome / 0279-1735
Lab Set ID:2106203 Dept:ME
QC Type:LCS
Analyte Units
Amount
Spiked
Spike Ref.
Amount %REC
RPD Ref.
Amt % RPDLimits
RPD
Limit Qual
Reporting
LimitResultMethodMDL
Lab Sample ID:LCS-77666 Date Analyzed:06/09/2021 934h
06/08/2021 1523hDate Prepared:6020B-STest Code:
Arsenic 20.00 106 85 - 1150.500 0SW6020B 0.13721.1 mg/kg
Lead 20.00 102 85 - 1153.00 0SW6020B 1.1620.4 mg/kg
Report Date: 6/21/2021 Page 16 of 38

Salt Lake City, UT 84119
Phone: [phone], Toll Free: [phone], Fax: [phone]
e-mail: [e-mail], web: www.awal-labs.com

Jennifer Osborn
Laboratory Director

Jose Rocha
QA Officer

3440 South 700 West
All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the addressee. Privileges of subsequent use of the
name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report for any purpose other than for the addressee will be granted only on contact. This
company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Client:Intertek PSI
QC SUMMARY REPORT
Contact:Eric Ross
Project:Salt Lake Chrome and Collision Products / Salt Lake Chrome / 0279-1735
Lab Set ID:2106203 Dept:ME
QC Type:MBLK
Analyte Units
Amount
Spiked
Spike Ref.
Amount %REC
RPD Ref.
Amt % RPDLimits
RPD
Limit Qual
Reporting
LimitResultMethodMDL
Lab Sample ID:MB-77666 Date Analyzed:06/09/2021 930h
06/08/2021 1523hDate Prepared:6020B-STest Code:
Arsenic U0.100SW6020B 0.0273< 0.100 mg/kg
Lead U0.600SW6020B 0.232< 0.600 mg/kg
U - This flag indicates the compound was analyzed for but not detected above the MDL.
Report Date: 6/21/2021 Page 17 of 38

Salt Lake City, UT 84119
Phone: [phone], Toll Free: [phone], Fax: [phone]
e-mail: [e-mail], web: www.awal-labs.com

Jennifer Osborn
Laboratory Director

Jose Rocha
QA Officer

3440 South 700 West
All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the addressee. Privileges of subsequent use of the
name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report for any purpose other than for the addressee will be granted only on contact. This
company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Client:Intertek PSI
QC SUMMARY REPORT
Contact:Eric Ross
Project:Salt Lake Chrome and Collision Products / Salt Lake Chrome / 0279-1735
Lab Set ID:2106203 Dept:ME
QC Type:MS
Analyte Units
Amount
Spiked
Spike Ref.
Amount %REC
RPD Ref.
Amt % RPDLimits
RPD
Limit Qual
Reporting
LimitResultMethodMDL
Lab Sample ID:2106203-001AMS Date Analyzed:06/09/2021 1024h
06/08/2021 1523hDate Prepared:6020B-STest Code:
Arsenic 21.46 86.6 75 - 1250.537 9.98SW6020B 0.14628.6 mg/kg-dry
Lead 21.46 94.6 75 - 1253.22 6.04SW6020B 1.2426.3 mg/kg-dry
Report Date: 6/21/2021 Page 18 of 38

Salt Lake City, UT 84119
Phone: [phone], Toll Free: [phone], Fax: [phone]
e-mail: [e-mail], web: www.awal-labs.com

Jennifer Osborn
Laboratory Director

Jose Rocha
QA Officer

3440 South 700 West
All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the addressee. Privileges of subsequent use of the
name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report for any purpose other than for the addressee will be granted only on contact. This
company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Client:Intertek PSI
QC SUMMARY REPORT
Contact:Eric Ross
Project:Salt Lake Chrome and Collision Products / Salt Lake Chrome / 0279-1735
Lab Set ID:2106203 Dept:ME
QC Type:MSD
Analyte Units
Amount
Spiked
Spike Ref.
Amount %REC
RPD Ref.
Amt % RPDLimits
RPD
Limit Qual
Reporting
LimitResultMethodMDL
Lab Sample ID:2106203-001AMSD Date Analyzed:06/09/2021 1028h
06/08/2021 1523hDate Prepared:6020B-STest Code:
Arsenic 21.34 112 75 - 125 200.533 9.98 28.6 16.8SW6020B 0.14633.8 mg/kg-dry
Lead 21.34 107 75 - 125 203.20 6.04 26.3 8.82SW6020B 1.2428.8 mg/kg-dry
Report Date: 6/21/2021 Page 19 of 38

Salt Lake City, UT 84119
Phone: [phone], Toll Free: [phone], Fax: [phone]
e-mail: [e-mail], web: www.awal-labs.com

Jennifer Osborn
Laboratory Director

Jose Rocha
QA Officer

3440 South 700 West
All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the addressee. Privileges of subsequent use of the
name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report for any purpose other than for the addressee will be granted only on contact. This
company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Client:Intertek PSI
QC SUMMARY REPORT
Contact:Eric Ross
Project:Salt Lake Chrome and Collision Products / Salt Lake Chrome / 0279-1735
Lab Set ID:2106203 Dept:MSVOA
QC Type:LCS
Analyte Units
Amount
Spiked
Spike Ref.
Amount %REC
RPD Ref.
Amt % RPDLimits
RPD
Limit Qual
Reporting
LimitResultMethodMDL
Lab Sample ID:LCS VOC-3 060821A Date Analyzed:06/08/2021 742h
8260D-STest Code:
1,1,1-Trichloroethane 20.00 95.2 64 - 1372.00 0SW8260D 0.23119.0 µg/kg
1,1,2,2-Tetrachloroethane 20.00 104 74 - 1502.00 0SW8260D 0.31220.9 µg/kg
1,1,2-Trichloro-1,2,2-trifluoroethane 20.00 98.8 37 - 1702.00 0SW8260D 0.93419.8 µg/kg
1,1,2-Trichloroethane 20.00 109 80 - 1172.00 0SW8260D 0.17821.8 µg/kg
1,1-Dichloroethane 20.00 94.1 70 - 1752.00 0SW8260D 0.13118.8 µg/kg
1,1-Dichloroethene 20.00 94.8 42 - 2102.00 0SW8260D 0.61219.0 µg/kg
1,2,3-Trichlorobenzene 20.00 74.9 36 - 1352.00 0SW8260D 1.0315.0 µg/kg
1,2,4-Trichlorobenzene 20.00 63.3 21 - 1402.00 0SW8260D 1.1812.6 µg/kg
1,2-Dibromo-3-chloropropane 20.00 89.1 62 - 1325.00 0SW8260D 0.66617.8 µg/kg
1,2-Dibromoethane 20.00 106 76 - 1252.00 0SW8260D 0.26021.2 µg/kg
1,2-Dichlorobenzene 20.00 87.2 56 - 1252.00 0SW8260D 0.67817.4 µg/kg
1,2-Dichloroethane 20.00 91.9 79 - 1352.00 0SW8260D 0.11818.4 µg/kg
1,2-Dichloropropane 20.00 91.4 68 - 1332.00 0SW8260D 0.64918.3 µg/kg
1,3-Dichlorobenzene 20.00 83.0 45 - 1352.00 0SW8260D 1.0316.6 µg/kg
1,4-Dichlorobenzene 20.00 87.1 43 - 1352.00 0SW8260D 0.85017.4 µg/kg
1,4-Dioxane 200.0 92.6 58 - 14650.0 0SW8260D 27.7185 µg/kg
2-Butanone 20.00 189 56 - 184 L10.0 0SW8260D 3.0237.8 µg/kg
2-Hexanone 20.00 141 61 - 1925.00 0SW8260D 2.0628.3 µg/kg
4-Methyl-2-pentanone 20.00 89.2 58 - 1455.00 0SW8260D 1.7517.8 µg/kg
Acetone 20.00 244 17 - 29610.0 0SW8260D 8.2248.8 µg/kg
Benzene 20.00 92.5 70 - 1402.00 0SW8260D 0.33818.5 µg/kg
Bromochloromethane 20.00 103 69 - 1232.00 0SW8260D 0.23920.6 µg/kg
Bromodichloromethane 20.00 98.0 76 - 1402.00 0SW8260D 0.79619.6 µg/kg
Bromoform 20.00 112 71 - 1752.00 0SW8260D 0.28922.4 µg/kg
Bromomethane 20.00 101 10 - 1685.00 0SW8260D 2.6120.2 µg/kg
Carbon disulfide 20.00 95.4 31 - 1742.00 0SW8260D 0.24719.1 µg/kg
Carbon tetrachloride 20.00 91.1 58 - 1452.00 0SW8260D 0.41918.2 µg/kg
Chlorobenzene 20.00 95.6 61 - 1252.00 0SW8260D 0.53519.1 µg/kg
Report Date: 6/21/2021 Page 20 of 38

Salt Lake City, UT 84119
Phone: [phone], Toll Free: [phone], Fax: [phone]
e-mail: [e-mail], web: www.awal-labs.com

Jennifer Osborn
Laboratory Director

Jose Rocha
QA Officer

3440 South 700 West
All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the addressee. Privileges of subsequent use of the
name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report for any purpose other than for the addressee will be granted only on contact. This
company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Client:Intertek PSI
QC SUMMARY REPORT
Contact:Eric Ross
Project:Salt Lake Chrome and Collision Products / Salt Lake Chrome / 0279-1735
Lab Set ID:2106203 Dept:MSVOA
QC Type:LCS
Analyte Units
Amount
Spiked
Spike Ref.
Amount %REC
RPD Ref.
Amt % RPDLimits
RPD
Limit Qual
Reporting
LimitResultMethodMDL
Lab Sample ID:LCS VOC-3 060821A Date Analyzed:06/08/2021 742h
8260D-STest Code:
Chloroethane 20.00 87.1 10 - 1612.00 0SW8260D 1.1917.4 µg/kg
Chloroform 20.00 100 74 - 1352.00 0SW8260D 0.66020.1 µg/kg
Chloromethane 20.00 69.4 30 - 1493.00 0SW8260D 1.5913.9 µg/kg
cis-1,2-Dichloroethene 20.00 104 63 - 1422.00 0SW8260D 0.32920.9 µg/kg
cis-1,3-Dichloropropene 20.00 89.2 67 - 1272.00 0SW8260D 0.30517.8 µg/kg
Cyclohexane 20.00 82.4 44 - 1622.00 0SW8260D 0.80016.5 µg/kg
Dibromochloromethane 20.00 103 76 - 1212.00 0SW8260D 0.13620.6 µg/kg
Dichlorodifluoromethane 20.00 69.8 20 - 1302.00 0SW8260D 1.1714.0 µg/kg
Ethylbenzene 20.00 89.0 52 - 1402.00 0SW8260D 0.67517.8 µg/kg
Isopropylbenzene 20.00 84.7 50 - 1402.00 0SW8260D 1.7516.9 µg/kg
m,p-Xylene 40.00 93.0 44 - 1422.00 0SW8260D 0.81137.2 µg/kg
Methyl Acetate 20.00 109 70 - 2405.00 0SW8260D 2.2021.8 µg/kg
Methyl tert-butyl ether 20.00 96.2 60 - 1282.00 0SW8260D 0.21019.2 µg/kg
Methylcyclohexane 20.00 68.8 41 - 1712.00 0SW8260D 1.2013.8 µg/kg
Methylene chloride 20.00 86.5 10 - 1285.00 0SW8260D 2.3817.3 µg/kg
Naphthalene 20.00 69.6 43 - 1352.00 0SW8260D 1.0313.9 µg/kg
o-Xylene 20.00 83.4 44 - 1422.00 0SW8260D 0.69616.7 µg/kg
Styrene 20.00 89.8 56 - 1402.00 0SW8260D 0.73918.0 µg/kg
Tetrachloroethene 20.00 109 40 - 2002.00 0SW8260D 0.46021.9 µg/kg
Toluene 20.00 89.6 54 - 1382.00 0SW8260D 0.44817.9 µg/kg
trans-1,2-Dichloroethene 20.00 95.9 57 - 1752.00 0SW8260D 0.26119.2 µg/kg
trans-1,3-Dichloropropene 20.00 87.9 66 - 1172.00 0SW8260D 0.28517.6 µg/kg
Trichloroethene 20.00 93.4 61 - 1432.00 0SW8260D 0.35618.7 µg/kg
Trichlorofluoromethane 20.00 86.0 10 - 1402.00 0SW8260D 0.23417.2 µg/kg
Vinyl chloride 20.00 77.8 47 - 1351.00 0SW8260D 0.19615.6 µg/kg
Surr: 1,2-Dichloroethane-d4 50.00 100 70 - 145SW8260D50.0 µg/kg
Surr: 4-Bromofluorobenzene 50.00 99.8 70 - 128SW8260D49.9 µg/kg
Surr: Dibromofluoromethane 50.00 107 70 - 133SW8260D53.6 µg/kg
Report Date: 6/21/2021 Page 21 of 38

Salt Lake City, UT 84119
Phone: [phone], Toll Free: [phone], Fax: [phone]
e-mail: [e-mail], web: www.awal-labs.com

Jennifer Osborn
Laboratory Director

Jose Rocha
QA Officer

3440 South 700 West
All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the addressee. Privileges of subsequent use of the
name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report for any purpose other than for the addressee will be granted only on contact. This
company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Client:Intertek PSI
QC SUMMARY REPORT
Contact:Eric Ross
Project:Salt Lake Chrome and Collision Products / Salt Lake Chrome / 0279-1735
Lab Set ID:2106203 Dept:MSVOA
QC Type:LCS
Analyte Units
Amount
Spiked
Spike Ref.
Amount %REC
RPD Ref.
Amt % RPDLimits
RPD
Limit Qual
Reporting
LimitResultMethodMDL
Lab Sample ID:LCS VOC-3 060821A Date Analyzed:06/08/2021 742h
8260D-STest Code:
Surr: Toluene-d8 50.00 107 70 - 123SW8260D53.5 µg/kg
L - High LCS recoveries indicate possible bias high. Data deemed acceptable as the analyte was not observed in the field sample.
Report Date: 6/21/2021 Page 22 of 38

Salt Lake City, UT 84119
Phone: [phone], Toll Free: [phone], Fax: [phone]
e-mail: [e-mail], web: www.awal-labs.com

Jennifer Osborn
Laboratory Director

Jose Rocha
QA Officer

3440 South 700 West
All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the addressee. Privileges of subsequent use of the
name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report for any purpose other than for the addressee will be granted only on contact. This
company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Client:Intertek PSI
QC SUMMARY REPORT
Contact:Eric Ross
Project:Salt Lake Chrome and Collision Products / Salt Lake Chrome / 0279-1735
Lab Set ID:2106203 Dept:MSVOA
QC Type:MBLK
Analyte Units
Amount
Spiked
Spike Ref.
Amount %REC
RPD Ref.
Amt % RPDLimits
RPD
Limit Qual
Reporting
LimitResultMethodMDL
Lab Sample ID:MB VOC-3 060821A Date Analyzed:06/08/2021 802h
8260D-STest Code:
1,1,1-Trichloroethane U2.00SW8260D 0.231< 2.00 µg/kg
1,1,2,2-Tetrachloroethane U2.00SW8260D 0.312< 2.00 µg/kg
1,1,2-Trichloro-1,2,2-trifluoroethane U2.00SW8260D 0.934< 2.00 µg/kg
1,1,2-Trichloroethane U2.00SW8260D 0.178< 2.00 µg/kg
1,1-Dichloroethane U2.00SW8260D 0.131< 2.00 µg/kg
1,1-Dichloroethene U2.00SW8260D 0.612< 2.00 µg/kg
1,2,3-Trichlorobenzene U2.00SW8260D 1.03< 2.00 µg/kg
1,2,4-Trichlorobenzene U2.00SW8260D 1.18< 2.00 µg/kg
1,2-Dibromo-3-chloropropane U5.00SW8260D 0.666< 5.00 µg/kg
1,2-Dibromoethane U2.00SW8260D 0.260< 2.00 µg/kg
1,2-Dichlorobenzene U2.00SW8260D 0.678< 2.00 µg/kg
1,2-Dichloroethane U2.00SW8260D 0.118< 2.00 µg/kg
1,2-Dichloropropane U2.00SW8260D 0.649< 2.00 µg/kg
1,3-Dichlorobenzene U2.00SW8260D 1.03< 2.00 µg/kg
1,4-Dichlorobenzene U2.00SW8260D 0.850< 2.00 µg/kg
1,4-Dioxane U50.0SW8260D 27.7< 50.0 µg/kg
2-Butanone U10.0SW8260D 3.02< 10.0 µg/kg
2-Hexanone U5.00SW8260D 2.06< 5.00 µg/kg
4-Methyl-2-pentanone U5.00SW8260D 1.75< 5.00 µg/kg
Acetone U10.0SW8260D 8.22< 10.0 µg/kg
Benzene U2.00SW8260D 0.338< 2.00 µg/kg
Bromochloromethane U2.00SW8260D 0.239< 2.00 µg/kg
Bromodichloromethane U2.00SW8260D 0.796< 2.00 µg/kg
Bromoform U2.00SW8260D 0.289< 2.00 µg/kg
Bromomethane U5.00SW8260D 2.61< 5.00 µg/kg
Carbon disulfide U2.00SW8260D 0.247< 2.00 µg/kg
Carbon tetrachloride U2.00SW8260D 0.419< 2.00 µg/kg
Chlorobenzene U2.00SW8260D 0.535< 2.00 µg/kg
Report Date: 6/21/2021 Page 23 of 38

Salt Lake City, UT 84119
Phone: [phone], Toll Free: [phone], Fax: [phone]
e-mail: [e-mail], web: www.awal-labs.com

Jennifer Osborn
Laboratory Director

Jose Rocha
QA Officer

3440 South 700 West
All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the addressee. Privileges of subsequent use of the
name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report for any purpose other than for the addressee will be granted only on contact. This
company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Client:Intertek PSI
QC SUMMARY REPORT
Contact:Eric Ross
Project:Salt Lake Chrome and Collision Products / Salt Lake Chrome / 0279-1735
Lab Set ID:2106203 Dept:MSVOA
QC Type:MBLK
Analyte Units
Amount
Spiked
Spike Ref.
Amount %REC
RPD Ref.
Amt % RPDLimits
RPD
Limit Qual
Reporting
LimitResultMethodMDL
Lab Sample ID:MB VOC-3 060821A Date Analyzed:06/08/2021 802h
8260D-STest Code:
Chloroethane U2.00SW8260D 1.19< 2.00 µg/kg
Chloroform U2.00SW8260D 0.660< 2.00 µg/kg
Chloromethane U3.00SW8260D 1.59< 3.00 µg/kg
cis-1,2-Dichloroethene U2.00SW8260D 0.329< 2.00 µg/kg
cis-1,3-Dichloropropene U2.00SW8260D 0.305< 2.00 µg/kg
Cyclohexane U2.00SW8260D 0.800< 2.00 µg/kg
Dibromochloromethane U2.00SW8260D 0.136< 2.00 µg/kg
Dichlorodifluoromethane U2.00SW8260D 1.17< 2.00 µg/kg
Ethylbenzene U2.00SW8260D 0.675< 2.00 µg/kg
Isopropylbenzene U2.00SW8260D 1.75< 2.00 µg/kg
m,p-Xylene U2.00SW8260D 0.811< 2.00 µg/kg
Methyl Acetate U5.00SW8260D 2.20< 5.00 µg/kg
Methyl tert-butyl ether U2.00SW8260D 0.210< 2.00 µg/kg
Methylcyclohexane U2.00SW8260D 1.20< 2.00 µg/kg
Methylene chloride U5.00SW8260D 2.38< 5.00 µg/kg
Naphthalene U2.00SW8260D 1.03< 2.00 µg/kg
o-Xylene U2.00SW8260D 0.696< 2.00 µg/kg
Styrene U2.00SW8260D 0.739< 2.00 µg/kg
Tetrachloroethene U2.00SW8260D 0.460< 2.00 µg/kg
Toluene U2.00SW8260D 0.448< 2.00 µg/kg
trans-1,2-Dichloroethene U2.00SW8260D 0.261< 2.00 µg/kg
trans-1,3-Dichloropropene U2.00SW8260D 0.285< 2.00 µg/kg
Trichloroethene U2.00SW8260D 0.356< 2.00 µg/kg
Trichlorofluoromethane U2.00SW8260D 0.234< 2.00 µg/kg
Vinyl chloride U1.00SW8260D 0.196< 1.00 µg/kg
Surr: 1,2-Dichloroethane-d4 50.00 107 70 - 145SW8260D53.6 µg/kg
Surr: 4-Bromofluorobenzene 50.00 104 70 - 128SW8260D52.2 µg/kg
Surr: Dibromofluoromethane 50.00 111 70 - 133SW8260D55.5 µg/kg
Report Date: 6/21/2021 Page 24 of 38

Salt Lake City, UT 84119
Phone: [phone], Toll Free: [phone], Fax: [phone]
e-mail: [e-mail], web: www.awal-labs.com

Jennifer Osborn
Laboratory Director

Jose Rocha
QA Officer

3440 South 700 West
All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the addressee. Privileges of subsequent use of the
name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report for any purpose other than for the addressee will be granted only on contact. This
company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Client:Intertek PSI
QC SUMMARY REPORT
Contact:Eric Ross
Project:Salt Lake Chrome and Collision Products / Salt Lake Chrome / 0279-1735
Lab Set ID:2106203 Dept:MSVOA
QC Type:MBLK
Analyte Units
Amount
Spiked
Spike Ref.
Amount %REC
RPD Ref.
Amt % RPDLimits
RPD
Limit Qual
Reporting
LimitResultMethodMDL
Lab Sample ID:MB VOC-3 060821A Date Analyzed:06/08/2021 802h
8260D-STest Code:
Surr: Toluene-d8 50.00 105 70 - 123SW8260D52.3 µg/kg
Report Date: 6/21/2021 Page 25 of 38

U - This flag indicates the compound was analyzed for but not detected above the MDL.

Salt Lake City, UT 84119
Phone: [phone], Toll Free: [phone], Fax: [phone]
e-mail: [e-mail], web: www.awal-labs.com

Jennifer Osborn
Laboratory Director

Jose Rocha
QA Officer

3440 South 700 West
All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the addressee. Privileges of subsequent use of the
name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report for any purpose other than for the addressee will be granted only on contact. This
company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Client:Intertek PSI
QC SUMMARY REPORT
Contact:Eric Ross
Project:Salt Lake Chrome and Collision Products / Salt Lake Chrome / 0279-1735
Lab Set ID:2106203 Dept:MSVOA
QC Type:MS
Analyte Units
Amount
Spiked
Spike Ref.
Amount %REC
RPD Ref.
Amt % RPDLimits
RPD
Limit Qual
Reporting
LimitResultMethodMDL
Lab Sample ID:2106203-002AMS Date Analyzed:06/08/2021 908h
8260D-STest Code:
1,1,1-Trichloroethane 22.52 68.2 64 - 1372.25 0SW8260D 0.26015.4 µg/kg-dry
1,1,2,2-Tetrachloroethane 22.52 71.8 74 - 150 ¹2.25 0SW8260D 0.35116.2 µg/kg-dry
1,1,2-Trichloro-1,2,2-trifluoroethane 22.52 84.2 37 - 1702.25 0SW8260D 1.0519.0 µg/kg-dry
1,1,2-Trichloroethane 22.52 75.8 80 - 117 ¹2.25 0SW8260D 0.20017.1 µg/kg-dry
1,1-Dichloroethane 22.52 67.8 70 - 175 ¹2.25 0SW8260D 0.14715.3 µg/kg-dry
1,1-Dichloroethene 22.52 68.3 42 - 2102.25 0SW8260D 0.68915.4 µg/kg-dry
1,2,3-Trichlorobenzene 22.52 38.2 36 - 1352.25 0SW8260D 1.168.59 µg/kg-dry
1,2,4-Trichlorobenzene 22.52 36.8 21 - 1402.25 0SW8260D 1.338.28 µg/kg-dry
1,2-Dibromo-3-chloropropane 22.52 56.6 62 - 132 ¹5.63 0SW8260D 0.75012.7 µg/kg-dry
1,2-Dibromoethane 22.52 72.6 76 - 125 ¹2.25 0SW8260D 0.29316.3 µg/kg-dry
1,2-Dichlorobenzene 22.52 50.0 56 - 125 ¹2.25 0SW8260D 0.76311.3 µg/kg-dry
1,2-Dichloroethane 22.52 67.3 79 - 135 ¹2.25 0SW8260D 0.13315.2 µg/kg-dry
1,2-Dichloropropane 22.52 63.8 68 - 133 ¹2.25 0SW8260D 0.73114.4 µg/kg-dry
1,3-Dichlorobenzene 22.52 50.8 45 - 1352.25 0SW8260D 1.1611.4 µg/kg-dry
1,4-Dichlorobenzene 22.52 52.4 43 - 1352.25 0SW8260D 0.95711.8 µg/kg-dry
1,4-Dioxane 225.2 65.3 58 - 14656.3 0SW8260D 31.2147 µg/kg-dry
2-Butanone 22.52 80.6 56 - 18411.3 0SW8260D 3.4018.1 µg/kg-dry
2-Hexanone 22.52 61.0 61 - 1925.63 0SW8260D 2.3213.7 µg/kg-dry
4-Methyl-2-pentanone 22.52 64.8 58 - 1455.63 0SW8260D 1.9714.6 µg/kg-dry
Acetone 22.52 138 17 - 29611.3 0SW8260D 9.2631.2 µg/kg-dry
Benzene 22.52 62.6 70 - 140 ¹2.25 0SW8260D 0.38114.1 µg/kg-dry
Bromochloromethane 22.52 76.9 69 - 1232.25 0SW8260D 0.26917.3 µg/kg-dry
Bromodichloromethane 22.52 66.3 76 - 140 ¹2.25 0SW8260D 0.89614.9 µg/kg-dry
Bromoform 22.52 74.4 71 - 1752.25 0SW8260D 0.32516.8 µg/kg-dry
Bromomethane 22.52 73.6 10 - 1685.63 0SW8260D 2.9416.6 µg/kg-dry
Carbon disulfide 22.52 66.0 31 - 1742.25 0SW8260D 0.27814.9 µg/kg-dry
Carbon tetrachloride 22.52 63.6 58 - 1452.25 0SW8260D 0.47214.3 µg/kg-dry
Chlorobenzene 22.52 61.7 61 - 1252.25 0SW8260D 0.60213.9 µg/kg-dry
Report Date: 6/21/2021 Page 26 of 38

Salt Lake City, UT 84119
Phone: [phone], Toll Free: [phone], Fax: [phone]
e-mail: [e-mail], web: www.awal-labs.com

Jennifer Osborn
Laboratory Director

Jose Rocha
QA Officer

3440 South 700 West
All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the addressee. Privileges of subsequent use of the
name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report for any purpose other than for the addressee will be granted only on contact. This
company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Client:Intertek PSI
QC SUMMARY REPORT
Contact:Eric Ross
Project:Salt Lake Chrome and Collision Products / Salt Lake Chrome / 0279-1735
Lab Set ID:2106203 Dept:MSVOA
QC Type:MS
Analyte Units
Amount
Spiked
Spike Ref.
Amount %REC
RPD Ref.
Amt % RPDLimits
RPD
Limit Qual
Reporting
LimitResultMethodMDL
Lab Sample ID:2106203-002AMS Date Analyzed:06/08/2021 908h
8260D-STest Code:
Chloroethane 22.52 67.0 10 - 1612.25 0SW8260D 1.3415.1 µg/kg-dry
Chloroform 22.52 73.2 74 - 135 ¹2.25 0SW8260D 0.74316.5 µg/kg-dry
Chloromethane 22.52 51.2 30 - 1493.38 0SW8260D 1.7911.5 µg/kg-dry
cis-1,2-Dichloroethene 22.52 73.6 63 - 1422.25 0SW8260D 0.37016.6 µg/kg-dry
cis-1,3-Dichloropropene 22.52 59.6 67 - 127 ¹2.25 0SW8260D 0.34313.4 µg/kg-dry
Cyclohexane 22.52 57.8 44 - 1622.25 0SW8260D 0.90113.0 µg/kg-dry
Dibromochloromethane 22.52 70.6 76 - 121 ¹2.25 0SW8260D 0.15315.9 µg/kg-dry
Dichlorodifluoromethane 22.52 57.2 20 - 1302.25 0SW8260D 1.3212.9 µg/kg-dry
Ethylbenzene 22.52 56.0 52 - 1402.25 0SW8260D 0.76012.6 µg/kg-dry
Isopropylbenzene 22.52 50.1 50 - 1402.25 0SW8260D 1.9711.3 µg/kg-dry
m,p-Xylene 45.04 59.4 44 - 1422.25 0SW8260D 0.91326.8 µg/kg-dry
Methyl Acetate 22.52 106 70 - 2405.63 0SW8260D 2.4823.8 µg/kg-dry
Methyl tert-butyl ether 22.52 73.6 60 - 1282.25 0SW8260D 0.23616.6 µg/kg-dry
Methylcyclohexane 22.52 43.9 41 - 1712.25 0SW8260D 1.359.89 µg/kg-dry
Methylene chloride 22.52 62.5 10 - 1285.63 0SW8260D 2.6814.1 µg/kg-dry
Naphthalene 22.52 31.3 43 - 135 ¹2.25 0SW8260D 1.167.05 µg/kg-dry
o-Xylene 22.52 50.9 44 - 1422.25 0SW8260D 0.78411.5 µg/kg-dry
Styrene 22.52 52.3 56 - 140 ¹2.25 0SW8260D 0.83211.8 µg/kg-dry
Tetrachloroethene 22.52 70.5 40 - 2002.25 1.63SW8260D 0.51817.5 µg/kg-dry
Toluene 22.52 60.0 54 - 1382.25 0SW8260D 0.50413.5 µg/kg-dry
trans-1,2-Dichloroethene 22.52 68.4 57 - 1752.25 0SW8260D 0.29415.4 µg/kg-dry
trans-1,3-Dichloropropene 22.52 58.6 66 - 117 ¹2.25 0SW8260D 0.32113.2 µg/kg-dry
Trichloroethene 22.52 65.6 61 - 1432.25 0SW8260D 0.40114.8 µg/kg-dry
Trichlorofluoromethane 22.52 65.8 10 - 1402.25 0SW8260D 0.26314.8 µg/kg-dry
Vinyl chloride 22.52 58.8 47 - 1351.13 0SW8260D 0.22113.2 µg/kg-dry
Surr: 1,2-Dichloroethane-d4 56.30 105 70 - 145SW8260D59.2 µg/kg-dry
Surr: 4-Bromofluorobenzene 56.30 95.6 70 - 128SW8260D53.8 µg/kg-dry
Surr: Dibromofluoromethane 56.30 112 70 - 133SW8260D63.1 µg/kg-dry
Report Date: 6/21/2021 Page 27 of 38

Salt Lake City, UT 84119
Phone: [phone], Toll Free: [phone], Fax: [phone]
e-mail: [e-mail], web: www.awal-labs.com

Jennifer Osborn
Laboratory Director

Jose Rocha
QA Officer

3440 South 700 West
All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the addressee. Privileges of subsequent use of the
name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report for any purpose other than for the addressee will be granted only on contact. This
company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Client:Intertek PSI
QC SUMMARY REPORT
Contact:Eric Ross
Project:Salt Lake Chrome and Collision Products / Salt Lake Chrome / 0279-1735
Lab Set ID:2106203 Dept:MSVOA
QC Type:MS
Analyte Units
Amount
Spiked
Spike Ref.
Amount %REC
RPD Ref.
Amt % RPDLimits
RPD
Limit Qual
Reporting
LimitResultMethodMDL
Lab Sample ID:2106203-002AMS Date Analyzed:06/08/2021 908h
8260D-STest Code:
Surr: Toluene-d8 56.30 104 70 - 123SW8260D58.3 µg/kg-dry
¹ - Matrix spike recovery indicates matrix interference. The method is in control as indicated by the LCS.
Report Date: 6/21/2021 Page 28 of 38

Salt Lake City, UT 84119
Phone: [phone], Toll Free: [phone], Fax: [phone]
e-mail: [e-mail], web: www.awal-labs.com

Jennifer Osborn
Laboratory Director

Jose Rocha
QA Officer

3440 South 700 West
All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the addressee. Privileges of subsequent use of the
name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report for any purpose other than for the addressee will be granted only on contact. This
company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Client:Intertek PSI
QC SUMMARY REPORT
Contact:Eric Ross
Project:Salt Lake Chrome and Collision Products / Salt Lake Chrome / 0279-1735
Lab Set ID:2106203 Dept:MSVOA
QC Type:MSD
Analyte Units
Amount
Spiked
Spike Ref.
Amount %REC
RPD Ref.
Amt % RPDLimits
RPD
Limit Qual
Reporting
LimitResultMethodMDL
Lab Sample ID:2106203-002AMSD Date Analyzed:06/08/2021 928h
8260D-STest Code:
1,1,1-Trichloroethane 22.52 97.6 64 - 137 35 @2.25 0 15.4 35.5SW8260D 0.26022.0 µg/kg-dry
1,1,2,2-Tetrachloroethane 22.52 102 74 - 150 352.25 0 16.2 34.8SW8260D 0.35123.0 µg/kg-dry
1,1,2-Trichloro-1,2,2-trifluoroethane 22.52 123 37 - 170 35 @2.25 0 19 37.4SW8260D 1.0527.7 µg/kg-dry
1,1,2-Trichloroethane 22.52 108 80 - 117 352.25 0 17.1 34.7SW8260D 0.20024.3 µg/kg-dry
1,1-Dichloroethane 22.52 99.0 70 - 175 35 @2.25 0 15.3 37.5SW8260D 0.14722.3 µg/kg-dry
1,1-Dichloroethene 22.52 99.4 42 - 210 35 @2.25 0 15.4 37.1SW8260D 0.68922.4 µg/kg-dry
1,2,3-Trichlorobenzene 22.52 49.1 36 - 135 352.25 0 8.59 25.0SW8260D 1.1611.0 µg/kg-dry
1,2,4-Trichlorobenzene 22.52 48.4 21 - 140 352.25 0 8.28 27.3SW8260D 1.3310.9 µg/kg-dry
1,2-Dibromo-3-chloropropane 22.52 83.0 62 - 132 35 @5.63 0 12.7 37.8SW8260D 0.75018.7 µg/kg-dry
1,2-Dibromoethane 22.52 103 76 - 125 352.25 0 16.3 34.3SW8260D 0.29323.1 µg/kg-dry
1,2-Dichlorobenzene 22.52 78.0 56 - 125 35 @2.25 0 11.3 43.7SW8260D 0.76317.6 µg/kg-dry
1,2-Dichloroethane 22.52 90.5 79 - 135 352.25 0 15.2 29.4SW8260D 0.13320.4 µg/kg-dry
1,2-Dichloropropane 22.52 89.2 68 - 133 352.25 0 14.4 33.3SW8260D 0.73120.1 µg/kg-dry
1,3-Dichlorobenzene 22.52 81.5 45 - 135 35 @2.25 0 11.4 46.5SW8260D 1.1618.4 µg/kg-dry
1,4-Dichlorobenzene 22.52 83.6 43 - 135 35 @2.25 0 11.8 46.0SW8260D 0.95718.8 µg/kg-dry
1,4-Dioxane 225.2 97.2 58 - 146 35 @56.3 0 147 39.3SW8260D 31.2219 µg/kg-dry
2-Butanone 22.52 76.6 56 - 184 3511.3 0 18.1 5.09SW8260D 3.4017.2 µg/kg-dry
2-Hexanone 22.52 88.2 61 - 192 35 @5.63 0 13.7 36.5SW8260D 2.3219.9 µg/kg-dry
4-Methyl-2-pentanone 22.52 78.0 58 - 145 355.63 0 14.6 18.5SW8260D 1.9717.6 µg/kg-dry
Acetone 22.52 202 17 - 296 35 @11.3 0 31.2 37.2SW8260D 9.2645.4 µg/kg-dry
Benzene 22.52 92.1 70 - 140 35 @2.25 0 14.1 38.1SW8260D 0.38120.7 µg/kg-dry
Bromochloromethane 22.52 101 69 - 123 352.25 0 17.3 27.0SW8260D 0.26922.7 µg/kg-dry
Bromodichloromethane 22.52 92.6 76 - 140 352.25 0 14.9 33.1SW8260D 0.89620.8 µg/kg-dry
Bromoform 22.52 104 71 - 175 352.25 0 16.8 33.3SW8260D 0.32523.5 µg/kg-dry
Bromomethane 22.52 100 10 - 168 355.63 0 16.6 30.5SW8260D 2.9422.5 µg/kg-dry
Carbon disulfide 22.52 95.4 31 - 174 35 @2.25 0 14.9 36.5SW8260D 0.27821.5 µg/kg-dry
Carbon tetrachloride 22.52 97.2 58 - 145 35 @2.25 0 14.3 41.9SW8260D 0.47221.9 µg/kg-dry
Chlorobenzene 22.52 92.2 61 - 125 35 @2.25 0 13.9 39.7SW8260D 0.60220.8 µg/kg-dry
Report Date: 6/21/2021 Page 29 of 38

Salt Lake City, UT 84119
Phone: [phone], Toll Free: [phone], Fax: [phone]
e-mail: [e-mail], web: www.awal-labs.com

Jennifer Osborn
Laboratory Director

Jose Rocha
QA Officer

3440 South 700 West
All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the addressee. Privileges of subsequent use of the
name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report for any purpose other than for the addressee will be granted only on contact. This
company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Client:Intertek PSI
QC SUMMARY REPORT
Contact:Eric Ross
Project:Salt Lake Chrome and Collision Products / Salt Lake Chrome / 0279-1735
Lab Set ID:2106203 Dept:MSVOA
QC Type:MSD
Analyte Units
Amount
Spiked
Spike Ref.
Amount %REC
RPD Ref.
Amt % RPDLimits
RPD
Limit Qual
Reporting
LimitResultMethodMDL
Lab Sample ID:2106203-002AMSD Date Analyzed:06/08/2021 928h
8260D-STest Code:
Chloroethane 22.52 88.6 10 - 161 352.25 0 15.1 27.8SW8260D 1.3420.0 µg/kg-dry
Chloroform 22.52 96.0 74 - 135 352.25 0 16.5 27.0SW8260D 0.74321.6 µg/kg-dry
Chloromethane 22.52 70.4 30 - 149 353.38 0 11.5 31.6SW8260D 1.7915.8 µg/kg-dry
cis-1,2-Dichloroethene 22.52 101 63 - 142 352.25 0 16.6 31.1SW8260D 0.37022.7 µg/kg-dry
cis-1,3-Dichloropropene 22.52 82.8 67 - 127 352.25 0 13.4 32.5SW8260D 0.34318.6 µg/kg-dry
Cyclohexane 22.52 72.3 44 - 162 352.25 0 13 22.3SW8260D 0.90116.3 µg/kg-dry
Dibromochloromethane 22.52 102 76 - 121 35 @2.25 0 15.9 36.1SW8260D 0.15322.9 µg/kg-dry
Dichlorodifluoromethane 22.52 82.6 20 - 130 35 @2.25 0 12.9 36.3SW8260D 1.3218.6 µg/kg-dry
Ethylbenzene 22.52 90.2 52 - 140 35 @2.25 0 12.6 46.9SW8260D 0.76020.3 µg/kg-dry
Isopropylbenzene 22.52 89.0 50 - 140 35 @2.25 0 11.3 56.0SW8260D 1.9720.1 µg/kg-dry
m,p-Xylene 45.04 97.0 44 - 142 35 @2.25 0 26.8 48.1SW8260D 0.91343.7 µg/kg-dry
Methyl Acetate 22.52 146 70 - 240 355.63 0 23.8 32.3SW8260D 2.4833.0 µg/kg-dry
Methyl tert-butyl ether 22.52 99.9 60 - 128 352.25 0 16.6 30.4SW8260D 0.23622.5 µg/kg-dry
Methylcyclohexane 22.52 77.4 41 - 171 35 @2.25 0 9.89 55.3SW8260D 1.3517.4 µg/kg-dry
Methylene chloride 22.52 85.4 10 - 128 355.63 0 14.1 31.0SW8260D 2.6819.2 µg/kg-dry
Naphthalene 22.52 37.8 43 - 135 35 ¹2.25 0 7.05 18.9SW8260D 1.168.52 µg/kg-dry
o-Xylene 22.52 83.9 44 - 142 35 @2.25 0 11.5 48.9SW8260D 0.78418.9 µg/kg-dry
Styrene 22.52 83.6 56 - 140 35 @2.25 0 11.8 46.0SW8260D 0.83218.8 µg/kg-dry
Tetrachloroethene 22.52 128 40 - 200 35 @2.25 1.63 17.5 54.2SW8260D 0.51830.5 µg/kg-dry
Toluene 22.52 92.8 54 - 138 35 @2.25 0 13.5 42.9SW8260D 0.50420.9 µg/kg-dry
trans-1,2-Dichloroethene 22.52 96.8 57 - 175 352.25 0 15.4 34.4SW8260D 0.29421.8 µg/kg-dry
trans-1,3-Dichloropropene 22.52 80.2 66 - 117 352.25 0 13.2 31.0SW8260D 0.32118.0 µg/kg-dry
Trichloroethene 22.52 96.2 61 - 143 35 @2.25 0 14.8 37.7SW8260D 0.40121.7 µg/kg-dry
Trichlorofluoromethane 22.52 96.4 10 - 140 35 @2.25 0 14.8 37.7SW8260D 0.26321.7 µg/kg-dry
Vinyl chloride 22.52 82.2 47 - 135 351.13 0 13.2 33.1SW8260D 0.22118.5 µg/kg-dry
Surr: 1,2-Dichloroethane-d4 56.30 99.2 70 - 145SW8260D55.8 µg/kg-dry
Surr: 4-Bromofluorobenzene 56.30 102 70 - 128SW8260D57.3 µg/kg-dry
Surr: Dibromofluoromethane 56.30 106 70 - 133SW8260D60.0 µg/kg-dry
Report Date: 6/21/2021 Page 30 of 38

Salt Lake City, UT 84119
Phone: [phone], Toll Free: [phone], Fax: [phone]
e-mail: [e-mail], web: www.awal-labs.com

Jennifer Osborn
Laboratory Director

Jose Rocha
QA Officer

3440 South 700 West
All analyses applicable to the CWA, SDWA, and RCRA are performed in accordance to NELAC protocols. Pertinent sampling information is located on the attached COC. Confidential Business Information: This report is provided for the exclusive use of the addressee. Privileges of subsequent use of the
name of this company or any member of its staff, or reproduction of this report in connection with the advertisement, promotion or sale of any product or process, or in connection with the re-publication of this report for any purpose other than for the addressee will be granted only on contact. This
company accepts no responsibility except for the due performance of inspection and/or analysis in good faith and according to the rules of the trade and of science.
Client:Intertek PSI
QC SUMMARY REPORT
Contact:Eric Ross
Project:Salt Lake Chrome and Collision Products / Salt Lake Chrome / 0279-1735
Lab Set ID:2106203 Dept:MSVOA
QC Type:MSD
Analyte Units
Amount
Spiked
Spike Ref.
Amount %REC
RPD Ref.
Amt % RPDLimits
RPD
Limit Qual
Reporting
LimitResultMethodMDL
Lab Sample ID:2106203-002AMSD Date Analyzed:06/08/2021 928h
8260D-STest Code:
Surr: Toluene-d8 56.30 107 70 - 123SW8260D60.4 µg/kg-dry
@ - High RPD due to suspected sample non-homogeneity or matrix interference.
¹ - Matrix spike recovery indicates matrix interference. The method is in control as indicated by the LCS.
Report Date: 6/21/2021 Page 31 of 38

Quantitation Report (QTReviewed)
DataPath:D:\MassHunter\GCMS\1\data\JUN21-3\08JUN21A\
DataFile:B44L2031.D
AcqOn :08 Jun202109:48am
Operator :
Sample :2106203-001A
Misc :SAMP SOIL 4.97G GLH
ALSVial:9SampleMultiplier:1.01
QuantTime:Jun0810:00:432021
QuantMethod: D:\MassHunter\GCMS\1\methods\VOA3S_203.M
QuantTitle: VOACalibration
QLastUpdate: WedApr2112:26:362021
Responsevia: InitialCalibration
2.002.503.003.504.004.505.005.506.006.507.007.508.008.509.009.5010.0010.5011.0011.50
0
50000
100000
150000
200000
250000
300000
350000
400000
450000
500000
550000
600000
650000
700000
750000
800000
850000
900000
950000
Time-->
Abundance TIC: B44L2031.D\data.ms
VOA3S_203.MTueJun0810:02:022021 Page: 4
Report Date: 6/21/2021 Page 32 of 38

Quantitation Report (QTReviewed)
DataPath:D:\MassHunter\GCMS\1\data\JUN21-3\08JUN21A\
DataFile:B41L2032.D
AcqOn :08 Jun202108:48am
Operator :
Sample :2106203-002A
Misc :SAMP SOIL 5.06G LV
ALSVial:6SampleMultiplier:0.99
QuantTime:Jun0809:00:202021
QuantMethod: D:\MassHunter\GCMS\1\methods\VOA3S_203.M
QuantTitle: VOACalibration
QLastUpdate: WedApr2112:26:362021
Responsevia: InitialCalibration
2.002.503.003.504.004.505.005.506.006.507.007.508.008.509.009.5010.0010.5011.0011.50
0
50000
100000
150000
200000
250000
300000
350000
400000
450000
500000
550000
600000
650000
700000
750000
800000
850000
900000
Time-->
Abundance TIC: B41L2032.D\data.ms
VOA3S_203.MTueJun0809:02:572021 Page: 4
Report Date: 6/21/2021 Page 33 of 38

Quantitation Report (QTReviewed)
DataPath:D:\MassHunter\GCMS\1\data\JUN21-3\08JUN21A\
DataFile:B45L2033.D
AcqOn :08 Jun202110:09am
Operator :
Sample :2106203-003A
Misc :SAMP SOIL 4.96G GLH
ALSVial:10SampleMultiplier:1.01
QuantTime:Jun0810:20:532021
QuantMethod: D:\MassHunter\GCMS\1\methods\VOA3S_203.M
QuantTitle: VOACalibration
QLastUpdate: WedApr2112:26:362021
Responsevia: InitialCalibration
2.002.503.003.504.004.505.005.506.006.507.007.508.008.509.009.5010.0010.5011.0011.50
0
50000
100000
150000
200000
250000
300000
350000
400000
450000
500000
550000
600000
650000
700000
750000
800000
850000
900000
950000
Time-->
Abundance TIC: B45L2033.D\data.ms
VOA3S_203.MTueJun0810:23:352021 Page: 4
Report Date: 6/21/2021 Page 34 of 38

Quantitation Report (QTReviewed)
DataPath:D:\MassHunter\GCMS\1\data\JUN21-3\08JUN21A\
DataFile:B39LCS20.D
AcqOn :08 Jun202107:42am
Operator :
Sample :LCSVOC-3060821A
Misc :LCS SEECOVERSHEETFORIDANDAMOUNTS LV
ALSVial:4SampleMultiplier: 1
QuantTime:Jun0807:54:282021
QuantMethod: D:\MassHunter\GCMS\1\methods\VOA3S_203.M
QuantTitle: VOACalibration
QLastUpdate: WedApr2112:26:362021
Responsevia: InitialCalibration
2.002.503.003.504.004.505.005.506.006.507.007.508.008.509.009.5010.0010.5011.0011.50
0
100000
200000
300000
400000
500000
600000
700000
800000
900000
1000000
1100000
1200000
1300000
1400000
1500000
1600000
1700000
1800000
1900000
Time-->
Abundance TIC: B39LCS20.D\data.ms
VOA3S_203.MTueJun0808:48:392021 Page: 4
Report Date: 6/21/2021 Page 35 of 38

Quantitation Report (QTReviewed)
DataPath:D:\MassHunter\GCMS\1\data\JUN21-3\08JUN21A\
DataFile:B41L2032.D
AcqOn :08 Jun202108:48am
Operator :
Sample :2106203-002A
Misc :SAMP SOIL 5.06G LV
ALSVial:6SampleMultiplier:0.99
QuantTime:Jun0809:00:202021
QuantMethod: D:\MassHunter\GCMS\1\methods\VOA3S_203.M
QuantTitle: VOACalibration
QLastUpdate: WedApr2112:26:362021
Responsevia: InitialCalibration
2.002.503.003.504.004.505.005.506.006.507.007.508.008.509.009.5010.0010.5011.0011.50
0
50000
100000
150000
200000
250000
300000
350000
400000
450000
500000
550000
600000
650000
700000
750000
800000
850000
900000
Time-->
Abundance TIC: B41L2032.D\data.ms
VOA3S_203.MTueJun0809:02:572021 Page: 4
Report Date: 6/21/2021 Page 36 of 38

Quantitation Report (QTReviewed)
DataPath:D:\MassHunter\GCMS\1\data\JUN21-3\08JUN21A\
DataFile:B42S2032.D
AcqOn :08 Jun202109:08am
Operator :
Sample :2106203-002AMS
Misc :MS SOIL 4.98G LV
ALSVial:7SampleMultiplier: 1
QuantTime:Jun0809:20:242021
QuantMethod: D:\MassHunter\GCMS\1\methods\VOA3S_203.M
QuantTitle: VOACalibration
QLastUpdate: WedApr2112:26:362021
Responsevia: InitialCalibration
2.002.503.003.504.004.505.005.506.006.507.007.508.008.509.009.5010.0010.5011.0011.50
0
100000
200000
300000
400000
500000
600000
700000
800000
900000
1000000
1100000
1200000
1300000
1400000
1500000
1600000
1700000
Time-->
Abundance TIC: B42S2032.D\data.ms
VOA3S_203.MTueJun0809:49:072021 Page: 4
Report Date: 6/21/2021 Page 37 of 38

Quantitation Report (QTReviewed)
DataPath:D:\MassHunter\GCMS\1\data\JUN21-3\08JUN21A\
DataFile:B43D2032.D
AcqOn :08 Jun202109:28am
Operator :
Sample :2106203-002AMSD
Misc :MSD SOIL 5.02G LV
ALSVial:8SampleMultiplier: 1
QuantTime:Jun0809:40:282021
QuantMethod: D:\MassHunter\GCMS\1\methods\VOA3S_203.M
QuantTitle: VOACalibration
QLastUpdate: WedApr2112:26:362021
Responsevia: InitialCalibration
2.002.503.003.504.004.505.005.506.006.507.007.508.008.509.009.5010.0010.5011.0011.50
0
100000
200000
300000
400000
500000
600000
700000
800000
900000
1000000
1100000
1200000
1300000
1400000
1500000
1600000
Time-->
Abundance TIC: B43D2032.D\data.ms
VOA3S_203.MTueJun0809:50:222021 Page: 4
Report Date: 6/21/2021 Page 38 of 38

APPENDIX D:  
EAST‐ADJOINING GROUNDWATER PLUME DIAGRAMS 

APPENDIX E:  
LABORATORY ANALYTICAL REPORTS 

www.intertek.com/building

APPENDIX D  
East‐Adjoining Groundwater Plume Diagrams 

7
1
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Draft Reme dial Investigation/Feasibility Study Quality Linen
•Section 4: Discussion and recommendations of applicable remedial alternatives to the
site.
o Section 5: References.
1.2 Site Description
The Quality Linen site, located at 1024 South 200 West in Salt Lake City, Utah, was first developed with
single-family residences in the early 1940s. Quality Lin�n began laundry cleaning operations at the site in
1947 in a basement of one of the former residences. Over the years, the residences were removed and
the laundry operations were expanded. Dry cleaning operations were reportedly conducted from the
existing facility from the 1960s until approximately 1985.
The current Quality Linen facility is 1. 92 acres in size and is located on five separate parcels (Figure 1 ).
Developed portions of the property include the following:
o A 52,974-square-foot main laundry facility constructed in 1956 and expanded in the 1990s
that is located between 200 West and Washington Street, extending south from Brooklyn
Avenue. The main building is utilized for washing, drying, shipping, receiving, and storage of
linens. A two-story office area is located in the northeast corner of the building.
o An 11,340-square-foot maintenance and storage building constructed in the 1950s and
expanded in the 1990s is located west of Washington Street and south of Brooklyn Avenue.
The building is used for general vehicle and plant maintenance and storage of delivery trucks,
equipment, and other supplies. Several trench floor drains and an oil/water separator are
located inside the building. (fre..e,t " J
•An employee parking area to the north across West Brooklyn Avenue.
1.3 Geology and Hydrogeology
The Quality Linen site is located in the Salt Lake Valley, which covers approximately 500 square miles.
The valley is on the eastern edge of the Basin and Range physiographic province, and trends roughly
south to north. The Great Salt Lake is located on the northwestern edge. Mountain ranges border the
valley on the west and east. The average elevation of the valley floor is about 4,500 feet above sea level.
The primary occurrence of groundwater in the valley is the unconsolidated Quaternary deposits that fill
the valley. The thickness of the valley fill deposits ranges from 1,000 to 2,000 feet. The deposits are
comprised primarily of clay, silt, sand, and gravel that were originally laid down as lake deposits, mud/rock
flow deposits, alluvial fans, sand dunes, glacial deposits, and flood plain deposits. The Salt Lake Valley
contains groundwater in two principal aquifers; the shallow unconfined aquifer and the deep, confined
aquifer.
The shallow unconfined aquifer is located near the ground surface, and is composed primarily of fine­
grained alluvial and lake deposits such as clay, silt, and fine sand. The thickness of the shallow
unconfined aquifer is generally 50 feet or less. Depth to water is typically less than 15 feet bgs. This
aquifer is recharged by upward leakage from the deep, confined aquifer, and from seepage from canals,
irrigation, and seasonal inflow from ephemeral streams. This aquifer is not considered to be a major
water-supply aquifer in the valley because of its relatively low yield and poor water quality.
The shallow aquifer is underlain by a 40 to 100-foot zone of relatively impermeable clay, silt, and fine
sand. This zone acts as a single bed to confine water in the underlying deep confined aquifer. The deep
confined aquifer is reported to be over 1,000 feet thick in the northern part of Salt Lake Valley, and
consists of interfingering, discontinuous beds of gravel, sand, silt, and clay.
Wasatch Environmental, Inc. 2
ri
l
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J
]
J
]
1 J
J
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Draft Remedial Investigation/Feasibility Study Quality Linen
The overall regional movement of groundwater in both the deep confined and shallow unconfined aquifers
is generally to the west or northwest, toward the Great Salt Lake.
1.4 Summary of Previous Subsurface Investigation Activities
1.4.1 GaiaTech Investigation, April 2008
In April 2008, GaiaTech personnel conducted a review of historic documentation from the Quality
Linen site and identified the following Areas of Environmental Concern (AECs) regarding the
property:
o Historical Dry Cleaning Operations
o Former Kerosene Above Ground Storage Tank (AST)
o Water Treatment ASTs and Chemical Storage
o Underground Brine Pit
o Maintenance Building Operations
On April 22, 2008, GaiaTech supervised the completion of nine soil borings to investigate the
identified AECs. No borings were completed within the on-site buildings. A soil sample was
collected from each boring. Additionally, temporary monitoring wells were installed in each
boring, and groundwater samples were obtained to assess the groundwater conditions at the site.
All soil and groundwater samples were analyzed for volatile organic compounds (VOCs),
benzene, toluene, ethylbenzene, total xylenes and naphthalene (BTEXN), total petroleum
hydrocarbons (TPH), and total recoverable petroleum hydrocarbons (TRPH).
As discussed in the May 2008 Limited Phase II Site Investigation report prepared by GaiaTech,
the results of the investigation identified several locations in which voe concentrations exceeded
the U.S. EPA Region 9 Preliminary Remediation Goals (PRGs) for soil and federal maximum
contaminant levels (MCLs) for groundwater. The highest concentrations were detected in the
boring just north of the maintenance building and the boring northwest of the chemical storage
area of the main building. Based on the analytical results, it appeared that there had been one or
more historical releases from the former dry cleaning operations at the site. Based on the
location of the soil and groundwater impacts and presumed groundwater flow direction to the
northwest, it was likely that impacts had migrated offsite.
Relatively low concentrations of benzene were detected at most of the groundwater sampling
locations in exceedance of the federal MCL of 5 ug/L. The GaiaTech report concluded that the
benzene impact appeared to be consistent across the site and was most likely unrelated to the
former underground storage tank (UST) system.
Based on the laboratory results presented in the May 2008 "Limited Phase II Site Investigation"
report completed by GaiaTech, Wasatch recommended collecting additional data from the Quality
Linen facility to delineate the vertical and horizontal extent of voes, particularly chlorinated
solvent constituents impact to soils and groundwater at the site.
1.4.2 Wasatch Investigations, September and December 2008
The objectives of the Wasatch investigations in September and December 2008 were as follows:
o To verify groundwater flow direction at the site from depth-to-water measurements
obtained from temporary monitoring wells installed on the Quality Linen property and
adjacent properties.
0 To further identify the vertical and horizontal extent of voe constituents in soil and
groundwater beyond those findings identified by GaiaTech .
Wasatch Environmental, Inc. 3
l
l
7
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1
Draft Remedial Investigation/Feasibility Study Quality Linen
The following conclusions were achieved as a result of the subsurface investigation activities:
o Groundwater was encountered at the site between 5 and 8 feet bgs. Groundwater
flow direction was measured and determined to be to the northwest.
o The upper 15 feet of soils at the site generally consist of very soft to soft silty-clay
(CL)and clayey-silt (ML), with varying degrees of organic materials. Lenses of
saturated, medium dense silty-sand (SP) were encountered in most boreholes
between 15 and 20 feet bgs.
o Analytical results for soil identified chlorinated solvents above current PR Gs in all
seven soil samples collected from the Quality Linen site (Figure 3).
o The primary contaminants of concern at the site are chlorinated solvents, including
tetrachloroethene (PCE) and trichloroethene (TCE), along with their biodegradation
daughter products cis 1,2-dichloroethene (DCE) and vinyl chloride. Other chlorinated
solvents detected at the site, although in significantly lower concentrations, include
trans 1,2-dichloroethene, 1, 1-dichloroethene, and 1,2-dichloroethane (Figures 4
and 5).
o The highest concentrations of chlorinated solvents reported within the groundwater at
the site are located and migrating at a depth of 15 to 20 feet bgs, likely within the
sandy lenses previously identified. Chlorinated solvent concentrations consistently
decrease at all sample locations after a depth of 20 feet bgs.
o Two primary source areas have been identified at the site. The largest source area is
located near the northwestern portion of the Quality Linen main building. A second
source area is located along the trench floor drain in the Quality Linen maintenance
building. The concentrations of PCE identified in these areas suggest the presence
of dense non-aqueous phase liquids (DNAPL).
o The vertical extent of chlorinated solvent impacts has been defined across the site
with the exception of full vertical delineation in the main building source area.
Chlorinated solvent concentrations were detected above Federal MCLs in the
deepest groundwater sample collected from MW-1 at a depth of 60 to 65 feet bgs,
though at significantly lower concentrations. An attempt was made to collect a
deeper groundwater sample; however, refusal was encountered at 67 feet bgs.
Elevated concentrations of chlorinated solvents were also detected in the deepest
groundwater sample collected from GP-17 (inside the Quality Linen main building) at
15 to 20 feet bgs.
o The vertical extent of chlorinated solvent impacts in the area of the second source
area has been defined. No chlorinated solvent concentrations were reported above
their respective laboratory detection limits in the deepest groundwater samples
obtained from MW-3d at a depth of 35 to 40 feet bgs and MW-4d at a depth of 24 to
29 feet bgs.
o Although chlorinated solvent constituents were identified slightly above federal MCLs
at GP-22 (northwestern most sample location) and GP-29 (southernmost sample
location along the Quality Linen main building), it is our opinion the horizontal extent
of chlorinated solvent impacts has been substantially defined across the site.
o The full extent of chlorinated solvent impacts to soil and groundwater beneath the
two Quality Linen buildings is not known. There are significant access limitations
Wasatch Environmental, Inc. 4
.....
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Draft Remedial Investigation/Feasibility Study
2.1.1 Field Quality Control Procedures
Quality Linen
Quality Assurance and Quality Control (QA/QC) samples were collected and consisted of field
duplicate and laboratory duplicate (MS/MSD) samples. The following is the QA/QC identification
scheme that was used for groundwater sample collection:
o Field Duplicate Samples: One field duplicate sample was collected for every 10
groundwater samples submitted for laboratory analyses during the October 2009
investigation. One field duplicate was collected from GP-31 (5-15'). The duplicate
sample was collected, treated, and analyzed as a normal sample. The purpose of
the field duplicate sample is to assess whether the sample containers, preservatives,
and/or field conditions are adding to contamination levels of all samples, and if
sample handling/sampling procedures were compromised.
o MS/MSD Sample: One MS/MSD duplicate sample was collected for every 10
groundwater samples submitted for laboratory analyses during the October 2009
investigation. An MS/MSD sample was collected from GP-31 (15-20'). The MS/MSD
sample was collected, treated, and analyzed as a normal sample. The purpose of an
MS/MSD sample is to provide information about the effect of the sample matrix on
the digestion and measurement methodology to ensure that representative matrices
are evaluated.
In addition, laboratory prepared trip blanks were submitted for analyses of VOX. Trip blanks were
placed in each cooler that contained groundwater samples submitted for VOX analyses.
2.1.2 Groundwater Analytical Results
Table 2 summarizes the groundwater analytical results for all groundwater sampling completed to
date for the Quality Linen site. In addition, Figures 4 and 5 depict groundwater analytical results
for chlorinated solvents at 5 to 15 feet bgs and 15 to 20 feet bgs, respectively.
Previously, the highest chlorinated solvent constituent concentrations within the groundwater
were detected outside the northwest corner of the Quality Linen main building (near the chemical
storage area) in both the GaiaTech and Wasatch investigations. As discussed in Section 2.1, in
October 2009, a series of temporary nested monitoring wells were completed inside the
northwest corner of the Quality Linen main building. The following VOX constituents were
reported at concentrations above their respective Federal MCLs:
GP-31 (5' to 15') and GP-31 (5' to 15') dup
o cis 1,2-DCE at 3,200 ug/L and 2,600 ug/L, respectively, above its Federal MCL of
70 ug/L
o PCE at 18,000 ug/L and 16,000 ug/L, respectively, above its Federal MCL of
5 ug/L
o TCE at 1,600 ug/L and 1,500 ug/L, respectively, above its Federal MCL of 5 ug/L
•vinyl chloride at 140 ug/L, above its Federal MCL of 2 ug/L
GP-31 (15' to 20')
•cis 1,2-DCE at 64,000 ug/L, above its Federal MCL of 70 ug/L
o PCE at 74,000 ug/L, above its Federal MCL of 5 ug/L
•TCE at 4,000 ug/L, above its Federal MCL of 5 ug/L
o trans 1,2-DCE at 320 ug/L, above its Federal MCL of 100 ug/L
•vinyl chloride at 470 ug/L, above its Federal MCL of 2 ug/L
Wasatch Environmental, Inc. 7
Draft Remedial Investigation/Feasibility Study Quality Linen
GP-31 (24' to 29')
o cis 1,2-DCE at 8,800 ug/L, above its Federal MCL of 70 ug/LoPCE at 5,800 ug/L, above its Federal MCL of 5 ug/L
o TCE at 1,600 ug/L, above its Federal MCL of 5 ug/L
o vinyl chloride at <100 ug/L (high method detection limit due to laboratory dilution)
GP-32 (5' to 15')
o cis 1,2-DCE at 1,500 ug/L, above its Federal MCL of 70 ug/L
o PCE at 71 O ug/L, above its Federal MCL of 5 ug/LoTCE at 280 ug/L, above its Federal MCL of 5 ug/L
o vinyl chloride at 170 ug/L, above its Federal MCL of 2 ug/L
GP-32 (15' to 20')
o ci s 1,2-DCE at 53,000 ug/L, above its Federal MCL of 70 ug/LoPCE at 120,000 ug/L, above its Federal MCL of 5 ug/L
o TCE at 17,000 ug/L, above its Federal MCL of 5 ug/L.. trans 1,2-DCE at 220 ug/L, above its Federal MCL of 1 DO ug/L
o 1, 1-DCE at 300 ug/L, above its Federal MCL of 7 ug/L
o vinyl chloride at 7,800 ug/L, above its Federal MCL of 2 ug/L
The analytical results from GP-31 and GP-32 reported considerably higher concentrations than
previously detected within the groundwater outside the northwest corner of the main bu ilding.
The concentrations of PCE in this area suggest the presence of DNAPL. The groundwater
sample collected from GP-32 (15' to 20') reported the highest concentration of PCE (120,000
ug/L) during the October 2009 site investigation, including all previous subsurface investigations
conducted to date on the Quality Linen site. Reportedly, boring GP-32 is in an area in which dry
cleaning equipment had historically been located. Based on all analytical results to date, GP-32
is likely located near the primary source in the main building area.
GP-33 (5' to 15') o PCE at 16 ug/L, above its Federal MCL of 5 ug/L
o vinyl chloride at 27 ug/L, above its Federal MCL of 2 ug/L
GP-33 (15' to 20') o PCE at 9.2 ug/L, above its Federal MCL of 5 ug/L
o vinyl chloride at 4.8 ug/L, above its Federal MCL of 2 ug/L
GP-34 (5' to 15')
o PCE at 38 ug/L, above its Federal MCL of 5 ug/L
o TCE at 7.8 ug/L, above its Federal MCL of 5 ug/L
o vinyl chloride at 10 ug/L, above its Federal MCL of 2 ug/L
GP-34 (15' to 20')
o cis 1,2-DCE at 200 ug/L, above its Federal MCL of 70 ug/L
o PCE at 5.5 ug/L, above its Federal MCL of 5 ug/L
o vinyl chloride at 160 ug/L, above its Federal MCL of 2 ug/L
The analytical results from the groundwater samples collected from temporary monitoring wells
GP-33 and GP-34, located east of the primary source area in the main building, indicate that
chlorinated solvent constituent concentrations significantly decrease to the east, which is
hydraulically upgradient from the primary source area. The groundwater analytical results are
included as App endix B.
Wasatch Environmental, Inc. 8

www.intertek.com/building

APPENDIX E  
Public Notice 

www.intertek.com/building

PUBLIC NOTICE
Bumper House and Chrome Works Remediation
Formerly known as Salt Lake Chrome and Collision Products

A 30-day public comment period will run from (DATE TBD) to receive comments on the planned
remediation of the Proposed Redevelopment of a portion of the former Salt Lake Chrome and Collision Products
site, which is bounded by a railroad easement to the west, Brooklyn Avenue to the north, and Washington Street
to the east in Salt Lake County, Utah.

The development area includes Salt Lake County Parcels (15124060150000, 15124060160000, 15124060070000,
and 15124060180000). Sampling conducted on the Site has identified elevated concentrations of metals in soil
and groundwater and volatile organic compounds from a neighboring site in shallow groundwater in several
areas of the property.

The Voluntary Action Program (VCP) Applicant (1050 S WASHINGTON LLC) has submitted a Remedial Action
Plan (RAP) – Southern Portion in accordance with the Utah Department of Environmental Quality (UDEQ)
Voluntary Cleanup Program. The plan details the removal of metals impacted soils exceeding cleanup goals. Soils
exceeding Utah Division of Environmental Response and Remediation screening levels removed during these
activities will be transported for off-site disposal, and future management of the Multi-Family development in
compliance with UDEQ approvals. Copies of the RAP are available for review during normal business hours at the
following locations:

UDEQ/DERR
VCP/Brownfields Section
PO Box 144840
195 N. 1950 West
Salt Lake City, UT 84114-4840
[phone]; Mon – Fri 8am-5pm

Salt Lake City Public Library
210 East 400 South
Salt Lake City, UT 84111
[phone]
Mon – Thursday 10am-9pm; Friday and Saturday 10am-6pm, and Sun 11am-5pm

Written comments should be submitted to Mr. Lincoln Grevengoed, Utah Department of Environmental Quality
at the above address or by email to [e-mail].  

www.intertek.com/building

APPENDIX F  
Lowest Ambient Water Quality Criterion 

Method 1636

Determination of Hexavalent Chromium by Ion Chromatography

January 1996
U.S. Environmental Protection Agency

Office of Water

Engineering and Analysis Division (4303)

401 M Street S.W.

Washington, D.C. 20460

Method 1636
Acknowledgments
Method 1636 was prepared under the direction of William A. Telliard of the U.S. Environmental
Protection Agency's (EPA's) Office of Water (OW), Engineering and Analysis Division (EAD).
The method was prepared under EPA Contract 68-C3-0337 by the DynCorp Environmental
Programs Division with assistance from Interface, Inc.
The following researchers contributed to the philosophy behind this method. Their contribution
is gratefully acknowledged:
Shier Berman, National Research Council, Ottawa, Ontario, Canada
Nicholas Bloom, Frontier Geosciences Inc., Seattle, Washington
Paul Boothe and Gary Steinmetz, Texas A&M University, College Station, Texas
Eric Crecelius, Battelle Marine Sciences Laboratory, Sequim, Washington
Russell Flegal, University of California/Santa Cruz, California
Gary Gill, Texas A&M University at Galveston, Texas
Carlton Hunt and Dion Lewis, Battelle Ocean Sciences, Duxbury, Massachusetts
Carl Watras, Wisconsin Department of Natural Resources, Boulder Junction, Wisconsin
Herb Windom and Ralph Smith, Skidaway Institute of Oceanography, Savannah, Georgia
In addition, the following personnel at the EPA Office of Research and Development's
Environmental Monitoring Systems Laboratory in Cincinnati, Ohio, are gratefully acknowledged
for the development of the analytical procedures described in this method:
T.D. Martin
J.D. Pfaff
E.J. Arar (DynCorp, formerly Technology Applications, Inc.)
S.E. Long (DynCorp, formerly Technology Applications, Inc.)
Disclaimer
This method has been reviewed and approved for publication by the Engineering and Analysis
Division of the U.S. Environmental Protection Agency. Mention of trade names or commercial
products does not constitute endorsement or recommendation for use.
Questions concerning this method or its application should be addressed to:
W.A. Telliard
USEPA Office of Water
Analytical Methods Staff
Mail Code 4303
401 M Street, SW
Washington, DC 20460
Phone: [phone]
Fax: [phone]
January 1996 ii

Method 1636
Introduction
This analytical method was designed to support water quality monitoring programs authorized
under the Clean Water Act. Section 304(a) of the Clean Water Act requires EPA to publish water
quality criteria that reflect the latest scientific knowledge about the physical fate (e.g.,
concentration and dispersal) of pollutants, the effects of pollutants on ecological and human
health, and the effect of pollutants on biological community diversity, productivity, and stability.
Section 303 of the Clean Water Act requires states to set a water quality standard for each body
of water within its boundaries. A state water quality standard consists of a designated use or
uses of a waterbody or a segment of a waterbody, the water quality criteria that are necessary
to protect the designated use or uses, and an antidegradation policy. These water quality
standards serve two purposes: (1) they establish the water quality goals for a specific
waterbody, and (2) they are the basis for establishing water quality-based treatment controls and
strategies beyond the technology-based controls required by Sections 301(b) and 306 of the Clean
Water Act.
In defining water quality standards, the state may use narrative criteria, numeric criteria, or both.
However, the 1987 amendments to the Clean Water Act required states to adopt numeric criteria
for toxic pollutants (designated in Section 307(a) of the Act) based on EPA Section 304(a) criteria
or other scientific data, when the discharge or presence of those toxic pollutants could reasonably
be expected to interfere with designated uses.
In some cases, these water quality criteria are as much as 280 times lower than those achievable
using existing EPA methods and required to support technology-based permits. Therefore, EPA
developed new sampling and analysis methods to specifically address state needs for measuring
toxic metals at water quality criteria levels, when such measurements are necessary to protect
designated uses in state water quality standards. The latest criteria published by EPA are those
listed in the National Toxics Rule (57 FR 60848) and the Stay of Federal Water Quality Criteria
for Metals (60 FR 22228). These rules include water quality criteria for 13 metals, and it is these
criteria on which the new sampling and analysis methods are based. Method 1636 was
specifically developed to provide reliable measurements of hexavalent chromium at EPA WQC
levels using ion chromatography techniques.
In developing these methods, EPA found that one of the greatest difficulties in measuring
pollutants at these levels was precluding sample contamination during collection, transport, and
analysis. The degree of difficulty, however, is highly dependent on the metal and site-specific
conditions. This analytical method, therefore, is designed to provide the level of protection
necessary to preclude contamination in nearly all situations. It is also designed to provide the
procedures necessary to produce reliable results at the lowest possible water quality criteria
published by EPA. In recognition of the variety of situations to which this method may be
applied, and in recognition of continuing technological advances, the method is performance
based. Alternative procedures may be used, so long as those procedures are demonstrated to
yield reliable results.
Requests for additional copies should be directed to:
US EPA NCEPI
11029 Kenwood Road
Cincinnati, OH 45242
513/489-8190
January 1996 iii
Method 1636
Note: This method is intended to be performance based, and the laboratory is permitted to omit
any step or modify any procedure if all performance requirements set forth in this method are met.
The laboratory is not allowed to omit any quality control analyses. The terms "must," "may," and
"should" are included throughout this method and are intended to illustrate the importance of the
procedures in producing verifiable data at water quality criteria levels. The term "must" is used to
indicate that researchers in trace metals analysis have found certain procedures essential in
successfully analyzing samples and avoiding contamination; however, these procedures can be
modified or omitted if the laboratory can demonstrate that data quality is not affected.
January 1996 iv
Method 1636

Determination of Hexavalent Chromium by Ion Chromatography

1.0 Scope and Application
1.1 This method is for the determination of dissolved hexavalent chromium (as CrO 2-
4 ) in
ambient waters at EPA water quality criteria (WQC) levels using ion chromatography
(IC). This method was developed by integrating the analytical procedures in EPA
Method 218.6 with the quality control (QC) and sample handling procedures
necessary to avoid contamination and ensure the validity of analytical results during
sampling and analysis for metals at EPA WQC levels. This method contains QC
procedures that will ensure that contamination will be detected when blanks
accompanying samples are analyzed. This method is accompanied by Method 1669:
Sampling Ambient Water for Determination of Trace Metals at EPA Water Quality Criteria
Levels (the "Sampling Method"). The Sampling Method is necessary to ensure that
contamination will not compromise trace metals determinations during the sampling
process.
Chemical Abstract Services
Analyte Registry Number (CASRN)
Hexavalent Chromium (as CrO 2-
4 ) 18540-29-9
1.2 Table 1 lists the EPA WQC level, the method detection limit (MDL), and the
minimum level (ML) for hexavalent chromium (Cr(VI)). Linear working ranges will
be dependent on the sample matrix, instrumentation, and selected operating
conditions.
1.3 This method is not intended for determination of metals at concentrations normally
found in treated and untreated discharges from industrial facilities. Existing
regulations (40 CFR Parts 400-500) typically limit concentrations in industrial
discharges to the mid to high part-per-billion (ppb) range, whereas ambient metals
concentrations are normally in the low part-per-trillion (ppt) to low ppb range.
1.4 The ease of contaminating ambient water samples with the metal(s) of interest and
interfering substances cannot be overemphasized. This method includes suggestions
for improvements in facilities and analytical techniques that should maximize the
ability of the laboratory to make reliable trace metals determinations and minimize
contamination. These suggestions are given in Section 4.0 and are based on findings
of researchers performing trace metals analyses (References 1-8). Additional
suggestions for improvement of existing facilities may be found in EPA's Guidance for
Establishing Trace Metals Clean Rooms in Existing Facilities, which is available from the
National Center for Environmental Publications and Information (NCEPI) at the
address listed in the introduction to this document.
1.5 Clean and Ultraclean—The terms "clean" and "ultraclean" have been applied to the
techniques needed to reduce or eliminate contamination in trace metals
determinations. These terms are not used in this method because they lack an exact
definition. However, the information provided in this method is consistent with the
summary guidance on clean and ultraclean techniques (Reference 9).
January 1996 1
Method 1636
1.6 This method follows the EPA Environmental Methods Management Council's "Format
for Method Documentation" (Reference 10).
1.7 This method is "performance based"; i.e., an alternate procedure or technique may be
used, as long as the performance requirements in the method are met. Section 9.1.2
gives details of the tests and documentation required to support and document
equivalent performance.
1.8 For dissolved Cr(VI) determinations, samples must be filtered through a 0.45 µm
capsule filter at the field site. The Sampling Method describes the filtering
procedures. The filtered samples should be preserved in the field; otherwise, samples
must be analyzed within 24 hours of collection. The Sampling Method details
procedures for field preservation.
1.9 Samples containing high levels of anionic species such as sulphate and chloride may
cause column overload. Samples containing high levels of organics or sulfides cause
rapid reduction of soluble Cr(VI) to Cr(III). Samples must be stored at 4°C and
analyzed within 24 hours of collection unless preserved with sodium hydroxide.
1.10 This method should be used by analysts experienced in the use of ion
chromatography, and should be used only by personnel thoroughly trained in the
handling and analysis of samples for determination of metals at EPA WQC levels. A
minimum of six months experience with commercial instrumentation is
recommended.
1.11 This method is accompanied by a data verification and validation guidance document
titled Guidance on the Documentation and Evaluation of Trace Metals Data Collected for
CWA Compliance Monitoring. Before using this method, data users should state the
data quality objectives (DQOs) required for a project.
2.0 Summary of Method
2.1 An aqueous sample is filtered through a 0.45 µm filter and the filtrate is adjusted to a
pH of 9-9.5 with a concentrated buffer solution. A measured volume of the sample
(50-250 µL) is introduced into the ion chromatograph. A guard column removes
organics from the sample before the Cr(VI), as CrO 2-
4 , is separated on a high capacity
anion exchange separator column. Postcolumn derivatization of the Cr(VI) with
diphenylcarbazide is followed by detection of the colored complex at 530 nm.
3.0 Definitions
3.1 Apparatus—Throughout this method, the sample containers, sampling devices,
instrumentation, and all other materials and devices used in sample collection, sample
processing, and sample analysis activities will be referred to collectively as the
Apparatus.
3.2 Other definitions of terms are given in the glossary (Section 18.0) at the end of this
method.
January 1996 2
Method 1636
4.0 Contamination and Interferences
4.1 Preventing ambient water samples from becoming contaminated during the sampling
and analytical process constitutes one of the greatest difficulties encountered in trace
metals determinations. Over the last two decades, marine chemists have come to
recognize that much of the historical data on the concentrations of dissolved trace
metals in seawater are erroneously high because the concentrations reflect
contamination from sampling and analysis rather than ambient levels. More recently,
historical trace metals data collected from freshwater rivers and streams have been
shown to be similarly biased because of contamination during sampling and analysis
(Reference 11). Therefore, it is imperative that extreme care be taken to avoid
contamination when collecting and analyzing ambient water samples for trace metals.
4.2 Samples may become contaminated by numerous routes. Potential sources of trace
metals contamination during sampling include metallic or metal-containing labware
(e.g., talc gloves which contain high levels of zinc), containers, sampling equipment,
reagents, and reagent water; improperly cleaned and stored equipment, labware, and
reagents; and atmospheric inputs such as dirt and dust. Even human contact can be a
source of trace metals contamination. For example, it has been demonstrated that
dental work (e.g., mercury amalgam fillings) in the mouths of laboratory personnel
can contaminate samples that are directly exposed to exhalation (Reference 3).
4.3 Contamination Control
4.3.1 Philosophy—The philosophy behind contamination control is to ensure that
any object or substance that contacts the sample is metal free and free from
any material that may contain metals.
4.3.1.1 The integrity of the results produced cannot be compromised by
contamination of samples. Requirements and suggestions for control of
sample contamination are given in this method and the Sampling
Method.
4.3.1.2 Substances in a sample cannot be allowed to contaminate the laboratory
work area or instrumentation used for trace metals measurements.
Requirements and suggestions for protecting the laboratory are given in
this method.
4.3.1.3 Although contamination control is essential, personnel health and safety
remain the highest priority. Requirements and suggestions for
personnel safety are given in the Sampling Method and Section 5 of this
method.
4.3.2 Avoiding contamination—The best way to control contamination is to
completely avoid exposure of the sample to contamination in the first place.
Avoiding exposure means performing operations in an area known to be free
from contamination. Two of the most important factors in avoiding/reducing
sample contamination are: (1) an awareness of potential sources of
contamination and (2) strict attention to work being done. Therefore it is
imperative that the procedures described in this method be carried out by
well-trained, experienced personnel.
January 1996 3
Method 1636
4.3.3 Use a clean environment—The ideal environment for processing samples is a
class 100 clean room (Section 6.1.1). If a clean room is not available, all sample
preparation should be performed in a class 100 clean bench or a nonmetal
glove box fed by particle-free air or nitrogen. Digestion should be performed
in a nonmetal fume hood situated, ideally, in the clean room.
4.3.4 Minimize exposure—The Apparatus that will contact samples, blanks, or
standard solutions should be opened or exposed only in a clean room, clean
bench, or glove box so that exposure to an uncontrolled atmosphere is
minimized. When not being used, the Apparatus should be covered with
clean plastic wrap, stored in the clean bench or in a plastic box or glove box,
or bagged in clean zip-type bags. Minimizing the time between cleaning and
use will also minimize contamination.
4.3.5 Clean work surfaces—Before a given batch of samples is processed, all work
surfaces in the hood, clean bench, or glove box in which the samples will be
processed should be cleaned by wiping with a lint-free cloth or wipe soaked
with reagent water.
4.3.6 Wear gloves—Sampling personnel must wear clean, nontalc gloves
(Section 6.6.8) during all operations involving handling of the Apparatus,
samples, and blanks. Only clean gloves may touch the Apparatus. If another
object or substance is touched, the glove(s) must be changed before again
handling the Apparatus. If it is even suspected that gloves have become
contaminated, work must be halted, the contaminated gloves removed, and a
new pair of clean gloves put on. Wearing multiple layers of clean gloves will
allow the old pair to be quickly stripped with minimal disruption to the work
activity.
4.3.7 Use metal-free Apparatus—All Apparatus used for determination of metals at
ambient water quality criteria levels must be nonmetallic, free of material that
may contain metals, or both.
4.3.7.1 Construction materials—Only the following materials should come in
contact with samples: fluoropolymer (FEP, PTFE), conventional or
linear polyethylene, polycarbonate, polypropylene, polysulfone, or
ultrapure quartz. PTFE is less desirable than FEP because the sintered
material in PTFE may contain contaminates and is susceptible to serious
memory contamination (Reference 6). Fluoropolymer or glass
containers should be used for samples that will be analyzed for
mercury because mercury vapors can diffuse in or out of the other
materials, resulting either in contamination or low-biased results
(Reference 3). Stainless steel is a major source of chromium
contamination. All materials, regardless of construction, that will
directly or indirectly contact the sample must be cleaned using the
procedures described in Section 11.0 and must be known to be clean
and metal free before proceeding.
4.3.7.2 The following materials have been found to contain trace metals and
should not contact the sample or be used to hold liquids that contact
the sample, unless these materials have been shown to be free of the
January 1996 4
Method 1636
metals of interest at the desired level: Pyrex, Kimax, methacrylate,
polyvinyl chloride, nylon, and Vycor (Reference 6). In addition, highly
colored plastics, paper cap liners, pigments used to mark increments on
plastics, and rubber all contain trace levels of metals and must be
avoided (Reference 12).
4.3.7.3 Serialization—It is recommended that serial numbers be indelibly
marked or etched on each piece of Apparatus so that contamination can
be traced, and logbooks should be maintained to track the sample from
the container through the labware to injection into the instrument. It
may be useful to dedicate separate sets of labware to different sample
types; e.g., receiving waters vs. effluents. However, the Apparatus
used for processing blanks and standards must be mixed with the
Apparatus used to process samples so that contamination of all labware
can be detected.
4.3.7.4 The laboratory or cleaning facility is responsible for cleaning the
Apparatus used by the sampling team. If there are any indications that
the Apparatus is not clean when received by the sampling team (e.g.,
ripped storage bags), an assessment of the likelihood of contamination
must be made. Sampling must not proceed if it is possible that the
Apparatus is contaminated. If the Apparatus is contaminated, it must
be returned to the laboratory or cleaning facility for proper cleaning
before any sampling activity resumes.
4.3.8 Avoid sources of contamination—Avoid contamination by being aware of
potential sources and routes of contamination.
4.3.8.1 Contamination by carryover—Contamination may occur when a sample
containing low concentrations of metals is processed immediately after
a sample containing relatively high concentrations of these metals. To
reduce carryover, the sample introduction system may be rinsed
between samples with dilute acid and reagent water. When an
unusually concentrated sample is encountered, it is followed by
analysis of a laboratory blank to check for carryover. For samples
containing high levels of metals, it may be necessary to acid-clean or
replace the connecting tubing or inlet system to ensure that
contamination will not affect subsequent measurements. Samples
known or suspected to contain the lowest concentration of metals
should be analyzed first followed by samples containing higher levels.
For instruments containing autosamplers, the laboratory should keep
track of which station is used for a given sample. When an unusually
high concentration of a metal is detected in a sample, the station used
for that sample should be cleaned more thoroughly to prevent
contamination of subsequent samples, and the results for subsequent
samples should be checked for evidence of the metal(s) that occurred in
high concentration.
4.3.8.2 Contamination by samples—Significant laboratory or instrument
contamination may result when untreated effluents, in-process waters,
landfill leachates, and other samples containing high concentrations of
January 1996 5
Method 1636
inorganic substances are processed and analyzed. As stated in
Section 1.0, this method is not intended for application to these
samples, and samples containing high concentrations should not be
permitted into the clean room and laboratory dedicated for processing
trace metals samples.
4.3.8.3 Contamination by indirect contact—Apparatus that may not directly
come in contact with the samples may still be a source of
contamination. For example, clean tubing placed in a dirty plastic bag
may pick up contamination from the bag and then subsequently
transfer the contamination to the sample. Therefore, it is imperative
that every piece of the Apparatus that is directly or indirectly used in
the collection, processing, and analysis of ambient water samples be
cleaned as specified in Section 11.0.
4.3.8.4 Contamination by airborne particulate matter—Less obvious substances
capable of contaminating samples include airborne particles. Samples
may be contaminated by airborne dust, dirt, particles, or vapors from
unfiltered air supplies; nearby corroded or rusted pipes, wires, or other
fixtures; or metal-containing paint. Whenever possible, sample
processing and analysis should be done as far as possible from sources
of airborne contamination.
4.4 Interferences which affect the accurate determination of Cr(VI) may come from several
sources.
4.4.1 Reduction of Cr(VI) to Cr(III) can occur in the presence of reducing species in
an acidic medium. At pH 6.5 or greater, however, CrO 2-
4 , which is less
reactive than HCrO -
4 , is the predominant species.
4.4.2 Overloading of the analytical column capacity with high concentrations of
anionic species, especially chloride and sulphate, will cause a loss of Cr(VI).
The column specified in this method can handle samples containing up to 5%
sodium sulphate or 2% sodium chloride (Reference 13). Poor recoveries from
fortified samples and tailing peaks are typical manifestations of column
overload.
5.0 Safety
5.1 Hexavalent chromium is toxic and a suspected carcinogen and should be handled
with appropriate precautions. Extreme care should be exercised when weighing the
salt for preparation of the stock standard.
5.2 Each laboratory is responsible for maintaining a current awareness file of OSHA
regulations for the safe handling of the chemicals specified in this method
(References 14-17). A reference file of material safety data sheets (MSDSs) should also
be available to all personnel involved in the chemical analysis. It is also suggested
that the laboratory perform personal hygiene monitoring of each analyst who uses
this method and that the results of this monitoring be made available to the analyst.
The references and bibliography at the end of Reference 17 are particularly
comprehensive in dealing with the general subject of laboratory safety.
January 1996 6
Method 1636
5.3 Concentrated nitric and hydrochloric acids present various hazards and are
moderately toxic and extremely irritating to skin and mucus membranes. Use these
reagents in a fume hood whenever possible and if eye or skin contact occurs, flush
with large volumes of water. Always wear protective clothing and safety glasses or a
shield for eye protection, and observe proper mixing when working with these
reagents.
6.0 Apparatus, Equipment, and Supplies
DISCLAIMER: The mention of trade names or commercial products in this method is for illustrative
purposes only and does not constitute endorsement or recommendation for use by the Environmental
Protection Agency. Equivalent performance may be achievable using apparatus and materials other
than those suggested here. The laboratory is responsible for demonstrating equivalent performance.
6.1 Facility
6.1.1 Clean room—Class 100, 200 ft2 minimum, with down-flow, positive-pressure
ventilation, air-lock entrances, and pass-through doors.
6.1.1.1 Construction materials—Nonmetallic, preferably plastic sheeting
attached without metal fasteners. If painted, paints that do not contain
the metal(s) of interest should be used.
6.1.1.2 Adhesive mats—for use at entry points to control dust and dirt from
shoes.
6.1.2 Fume hoods—nonmetallic, two minimum, with one installed internal to the
clean room.
6.1.3 Clean benches—Class 100, one installed in the clean room; the other adjacent
to the analytical instrument(s) for preparation of samples and standards.
6.2 Ion Chromatograph
6.2.1 Instrument equipped with a pump capable of withstanding a minimum
backpressure of 2000 psi and of delivering a constant flow in the range of
1-5 mL/min and containing no metal parts in the sample, eluent, or reagent
flow path.
6.2.2 Helium gas supply—High purity, 99.995%.
6.2.3 Pressurized eluent container—Plastic, 1 L or 2 L size.
6.2.4 Sample loops of various sizes (50-250 µL).
6.2.5 A pressurized reagent delivery module with a mixing tee and beaded mixing
coil.
6.2.6 Guard column—A column placed before the separator column and containing
a sorbent capable of removing strongly absorbing organics and particles that
January 1996 7
Method 1636
would otherwise damage the separator column (Dionex IonPac NG1 or
equivalent).
6.2.7 Separator column—A column packed with a high capacity anion exchange
resin capable of separating CrO 2-
4 from other sample constituents (Dionex
IonPac AS7 or equivalent).
6.2.8 A low-volume, flow-through cell, visible lamp detector containing no metal
parts in contact with the eluent flow path. Detection wavelength is at 530 nm.
6.2.9 Recorder, integrator, or computer for receiving analog or digital signals for
recording detector response (peak height or area) as a function of time.
6.3 Alkaline Detergent—Liquinox ®, Alconox ®, or equivalent.
6.4 pH meter or pH paper.
6.5 Analytical Balance—With capability to measure to 0.1 mg, for use in weighing solids
and for preparing standards.
6.6 Labware—For determination of trace levels of elements, contamination and loss are of
prime consideration. Potential contamination sources include improperly cleaned
laboratory apparatus and general contamination within the laboratory environment
from dust, etc. A clean laboratory work area should be designated for trace element
sample handling. Sample containers can introduce positive and negative errors in the
determination of trace elements by (1) contributing contaminants through surface
desorption or leaching, and (2) depleting element concentrations through adsorption
processes. All labware must be metal free. Suitable construction materials are
fluoropolymer (FEP, PTFE), conventional or linear polyethylene, polycarbonate, and
polypropylene. Fluoropolymer should be used when samples are to be analyzed for
mercury. All labware should be cleaned according to the procedure in Section 11.4.
Gloves, plastic wrap, storage bags, and filters may all be used new without additional
cleaning unless results of the equipment blank pinpoint any of these materials as a
source of contamination. In this case, either an alternate supplier must be obtained or
the materials must be cleaned.
NOTE: Chromic acid must not be used for cleaning glassware.
6.6.1 Glassware—Class A volumetric flasks and a graduated cylinder.
6.6.2 Assorted Class A calibrated pipets.
6.6.3 10 mL male luer-lock disposable syringes.
6.6.4 0.45 µm syringe filters.
6.6.5 Storage bottle—High density polypropylene, 1 L capacity.
6.6.6 Wash bottle—One-piece stem fluoropolymer, with screw closure, 125 mL
capacity.
January 1996 8
Method 1636
6.6.7 Tongs—For removal of Apparatus from acid baths. Coated metal tongs may
not be used.
6.6.8 Gloves—Clean, nontalc polyethylene, latex, or vinyl; various lengths. Heavy
gloves should be worn when working in acid baths since baths will contain
hot, strong acids.
6.6.9 Buckets or basins—5-50 L capacity, for acid soaking of the Apparatus.
6.6.10 Brushes—Nonmetallic, for scrubbing Apparatus.
6.6.11 Storage bags—Clean, zip-type, nonvented, colorless polyethylene (various
sizes) to store the Apparatus.
6.6.12 Plastic wrap—Clean, colorless polyethylene to store the Apparatus.
6.7 Sampling Equipment—The sampling team may contract with the laboratory or a
cleaning facility that is responsible for cleaning, storing, and shipping all sampling
devices, sample bottles, filtration equipment, and all other Apparatus used for the
collection of ambient water samples. Before the equipment is shipped to the field site,
the laboratory or facility must generate an acceptable equipment blank (Section 9.5.3)
to demonstrate that the sampling equipment is free from contamination.
6.7.1 Sampling devices—Before ambient water samples are collected, consideration
should be given to the type of sample to be collected and the devices to be
used (grab, surface, or subsurface samplers). The laboratory or cleaning
facility must clean all devices used for sample collection. The Sampling
Method describes various types of samplers. Cleaned sampling devices should
be stored in polyethylene bags or wrap.
6.7.2 Sample bottles—Fluoropolymer, conventional or linear polyethylene,
polycarbonate, or polypropylene; 500 mL with lids. Cleaned sample bottles
should be filled with 0.1% HCl (v/v) until use.
NOTE: If mercury is a target analyte, fluoropolymer or glass bottles must be used.
6.7.3 Filtration apparatus
6.7.3.1 Filter—Gelman Supor 0.45 µm, 15 mm diameter capsule filter
(Gelman 12175, or equivalent).
6.7.3.2 Peristaltic pump—115 V a.c., 12 V d.c., internal battery, variable-speed,
single-head (Cole-Parmer, portable, "Masterflex L/S," Catalog
No. H-07570-10 drive with Quick Load pump head, Catalog
No. H-07021-24, or equivalent).
January 1996 9
Method 1636
6.7.3.3 Tubing for use with peristaltic pump—Styrene/ethylene/butylene/
silicone (SEBS) resin, approx 3/8 in i.d. by approximately 3 ft (Cole-
Parmer size 18, Catalog No. G-06464-18, or approximately 1/4 in i.d.,
Cole-Parmer size 17, Catalog No. G-06464-17, or equivalent). Tubing is
cleaned by soaking in 5-10% Hcl solution for 8-24 hours, rinsing with
reagent water in a clean bench in a clean room, and drying in the clean
bench by purging with metal-free air or nitrogen. After drying, the
tubing is double-bagged in clear polyethylene bags, serialized with a
unique number, and stored until use.
7.0 Reagents and Standards
Reagents may contain elemental impurities that might affect the integrity of analytical
data. A trace amount of chromium is sometimes found in reagent grade salts. Since
a concentrated buffer solution is used in this method to adjust the pH of samples,
each reagent lot should be tested for the metals of interest by diluting and analyzing
an aliquot from the lot using the techniques and instrumentation to be used for
analysis of samples. The lot will be acceptable if the concentration of the metal of
interest is below the MDL listed in this method. All acids used for this method must
be of ultra high-purity grade. Suitable acids are available from a number of
manufacturers or may be prepared by sub-boiling distillation.
7.1 Reagents for cleaning Apparatus, sample bottle storage, and sample preservation and
analysis.
7.1.1 Nitric acid—Concentrated (sp gr 1.41), Seastar or equivalent.
7.1.2 Nitric acid (1+1)—Add 500 mL concentrated nitric acid to 400 mL of regent
water and dilute to 1 L.
7.1.3 Nitric acid (1+9)—Add 100 mL concentrated nitric acid to 400 mL of reagent
water and dilute to 1 L.
7.1.4 Hydrochloric acid—Concentrated (sp gr 1.19).
7.1.5 Hydrochloric acid (1+1)—Add 500 mL concentrated hydrochloric acid to
400 mL of reagent water and dilute to 1 L.
7.1.6 Hydrochloric acid (1+4)—Add 200 mL concentrated hydrochloric acid to
400 mL of reagent water and dilute to 1 L.
7.1.7 Hydrochloric acid (HCl)—1 N trace metal grade.
7.1.8 Hydrochloric acid (HCl)—10% wt, trace metal grade.
7.1.9 Hydrochloric acid (HCl)—1% wt, trace metal grade.
7.1.10 Hydrochloric acid (HCl)—0.5% (v/v), trace metal grade.
7.1.11 Hydrochloric acid (HCL)—0.1% (v/v) ultrapure grade.
January 1996 10
Method 1636
7.2
7.3
7.1.12 Ammonium hydroxide, NH 4 OH—(sp gr 0.902), (CASRN 1336-21-6).
7.1.13 Ammonium sulphate, (NH ) 42 SO 4 —CASRN 7783-20-2.
7.1.14 1,5-Diphenylcarbazide—CASRN 140-22-7.
7.1.15 Methanol—HPLC grade.
7.1.16 Sulfuric acid—Concentrated (sp gr 1.84).
Reagent Water—Water demonstrated to be free from the metal(s) of interest and
potentially interfering substances at the MDL for that metal listed in Table 1.
Prepared by distillation, deionization, reverse osmosis, anodic/cathodic stripping
voltammetry, or other technique that removes the metal(s) and potential interferent(s).
Cr(VI) Stock Standard Solution—To prepare a 1000 mg/L solution, dissolve 4.501 g of
Na 2 CrO 4•4H 2 O in reagent water and dilute to 1 L. Transfer to a polypropylene storage
container.
7.3.1 Preparation of calibration standards—Fresh calibration standards should be
prepared every two weeks or as needed. Dilute the stock standard solution to
levels appropriate to the operating range of the instrument using reagent
water. Before final dilution, the standards should be adjusted to pH 90-9.5
with the buffer solution (Section 7.6). Calibration standards should be
prepared at a minimum of three concentrations, one of which must be at the
ML (Table 1), and another that must be near the upper end of the linear
dynamic range. Calibration standards should be verified initially using a
quality control sample (Section 7.8).
7.4 Eluent—Dissolve 33 g of ammonium sulphate in 500 mL of reagent water and add
6.5 mL of ammonium hydroxide. Dilute to 1 L with reagent water.
7.5 Postcolumn Reagent—Dissolve 0.5 g of 1,5-diphenylcarbazide in 100 mL of HPLC
grade methanol. Add to about 500 mL of reagent water containing 28 mL of 98%
sulfuric acid while stirring. Dilute with reagent water to 1 L in a volumetric flask.
Reagent is stable for four or five days but should be prepared only as needed.
7.6 Buffer Solution—Dissolve 33 g of ammonium sulphate in 75 mL of reagent water and
add 6.5 mL of ammonium hydroxide. Dilute to 100 mL with reagent water.
7.7 Blanks—The laboratory should prepare the following types of blanks. A calibration
blank is used to establish the analytical calibration curve; and the laboratory (method)
blank is used to assess possible contamination from the sample preparation
procedure. In addition to these blanks, the laboratory may be required to analyze
field blanks (Section 9.5.2) and equipment blanks (Section 9.5.3).
7.7.1 Calibration blank—Consists of reagent water adjusted to pH 9-9.5 with the
buffer solution (Section 7.6).
January 1996 11
Method 1636
7.7.2 Laboratory blank—Must contain all the reagents in the same volumes as used
in processing the samples. The laboratory blank must be carried through the
same entire preparation scheme as the samples.
7.8 Quality Control Sample (QCS)—The QCS should be obtained from a source outside
the laboratory. The concentration of the QCS solution analyzed will depend on the
sensitivity of the instrument. To prepare the QCS, dilute an appropriate aliquot of
analytes to a concentration ≤100 µg/L in reagent water and adjust the pH to 9-9.5
with the buffer solution (Section 7.6). The QCS should be analyzed as needed to meet
data quality needs, and a fresh solution should be prepared quarterly or more
frequently as needed.
7.9 Ongoing Precision and Recovery (OPR) Sample—To an aliquot of reagent water, add
aliquots from the stock standard (Section 7.3) to prepare the OPR. The OPR must be
carried through the same entire preparation scheme as the samples.
8.0 Sample Collection, Filtration, Preservation, and Storage
8.1 Before samples are collected, consideration should be given to the type of data
required so that appropriate preservation and pretreatment steps can be taken.
Filtration and pH adjustment should be performed at the time of sample collection or
as soon thereafter as practically possible.
8.2 Sample Collection—Samples are collected as described in the Sampling Method.
8.3 Sample Filtration—For dissolved Cr(VI), samples and field blanks are filtered through
a 0.45 µm capsule filter at the field site. The Sampling Method describes filtering
procedures.
8.4 Field preservation is advised for hexavalent chromium to provide sample stability for
up to 30 days (Reference 18). Samples are preserved with sodium hydroxide as
described in the Sampling Method.
8.5 If the samples are not preserved with sodium hydroxide, they must be analyzed
within 24 hours of collection.
8.6 Samples should be stored in polyethylene bags at 0-4°C until analysis.
9.0 Quality Assurance/Quality Control
9.1 Each laboratory that uses this method is required to operate a formal quality
assurance program (Reference 19). The minimum requirements of this program
consist of an initial demonstration of laboratory capability, analysis of samples spiked
with metals of interest to evaluate and document data quality, and analysis of
standards and blanks as tests of continued performance. To determine that results of
the analysis meet the performance characteristics of the method, laboratory
performance is compared to established performance criteria.
9.1.1 The analyst shall make an initial demonstration of the ability to generate
acceptable accuracy and precision with this method. This ability is established
as described in Section 9.2.
January 1996 12
Method 1636
9.1.2 In recognition of advances that are occurring in analytical technology, the
analyst is permitted to exercise certain options to eliminate interferences or
lower the costs of measurements. These options include alternate digestion,
concentration, and cleanup procedures, and changes in instrumentation.
Alternate determinative techniques, such as the substitution of a colorimetric
technique or changes that degrade method performance, are not allowed. If an
analytical technique other than the techniques specified in the method is used,
that technique must have a specificity equal to or better than the specificity of
the techniques in the method for the analytes of interest.
9.1.2.1 Each time the method is modified, the analyst is required to repeat the
procedure in Section 9.2. If the change will affect the detection limit of
the method, the laboratory is required to demonstrate that the MDL
(40 CFR Part 136, Appendix B) is lower than the MDL for that analyte
in this method, or one-third the regulatory compliance level, whichever
is higher. If the change will affect calibration, the analyst must
recalibrates the instrument according to Section 10.0.
9.1.2.2 The laboratory is required to maintain records of modifications made to
this method. These records include the following, at a minimum:
9.1.2.2.1 The names, titles, addresses, and telephone numbers of
the analyst(s) who performed the analyses and
modification, and of the quality control officer who
witnessed and will verify the analyses and modification.
9.1.2.2.2 A listing of metals measured, by name and CAS Registry
number.
9.1.2.2.3 A narrative stating reason(s) for the modification(s).
9.1.2.2.4 Results from all quality control (QC) tests comparing the
modified method to this method, including:
(a) Calibration

(b) Calibration verification

© Initial precision and recovery (Section 9.2)

(d) Analysis of blanks

(e) Accuracy assessment

9.1.2.2.5 Data that will allow an independent reviewer to validate
each determination by tracing the instrument output
(peak height, area, or other signal) to the final result.
These data are to include, where possible:
(a) Sample numbers and other identifiers
(b) Digestion/preparation or extraction dates
© Analysis dates and times
(d) Analysis sequence/run chronology
(e) Sample weight or volume
(f) Volume before each extraction/concentration step
January 1996 13
Method 1636
(g) Volume after each extraction/concentration step
(h) Final volume before analysis
(I) Injection volume
(j) Dilution data, differentiating between dilution of
a sample or extract
(k) Instrument and operating conditions (make,
model, revision, modifications)
(l) Columns (type, resin, etc.)
(m) Operating conditions (background corrections,
temperature program, flow rates, etc.)
(n) Detector (type, operating conditions, etc.)
(o) Printer tapes and other recordings of raw data
(p) Quantitation reports, data system outputs, and
other data to link raw data to results reported
9.1.3 Analyses of blanks are required to demonstrate freedom from contamination.
Section 9.5 describes the required types, procedures, and criteria for analysis of
blanks.
9.1.4 The laboratory shall spike at least 10% of the samples with the metal of
interest to monitor method performance. This test is described in Section 9.3
of this method. When results of these spikes indicate atypical method
performance for samples, an alternative extraction or cleanup technique must
be used to bring method performance within acceptable limits. If method
performance for spikes cannot be brought within the limits given in this
method, the result may not be reported for regulatory compliance purposes.
9.1.5 The laboratory shall, on an ongoing basis, demonstrate through calibration
verification and through analysis of the ongoing precision and recovery aliquot
that the analytical system is in control. Sections 10.4 and 9.6 describe these
procedures.
9.1.6 The laboratory shall maintain records to define the quality of data that are
generated. Section 9.3.4 describes the development of accuracy statements.
9.2 Initial Demonstration of Laboratory Capability
9.2.1 Method detection limit—To establish the ability to detect hexavalent
chromium, the analyst shall determine the MDL for Cr(VI) according to the
procedure in 40 CFR 136, Appendix B using the apparatus, reagents, and
standards that will be used in the practice of this method. The laboratory
must produce an MDL that is less than or equal to the MDL listed in Table 1,
or one-third the regulatory compliance limit, whichever is greater. MDLs
should be determined when a new operator begins work or whenever, in the
judgement of the analyst, a change in instrument hardware or operating
conditions would dictate that they be redetermined.
9.2.2 Initial precision and recovery (IPR)—To establish the ability to generate
acceptable precision and recovery, the analyst shall perform the following
operations.
January 1996 14
Method 1636
9.2.2.1 Analyze four aliquots of reagent water spiked with Cr(VI) at 2–3 times
the ML (Table 1), according to the procedures in Section 12. All
digestion, extraction, and concentration steps, and the containers,
labware, and reagents that will be used with samples must be used in
this test.
9.2.2.2 Using results of the set of four analyses, compute the average percent
recovery (X) for the Cr(VI) in each aliquot and the standard deviation
of the recovery(s) for each metal.
9.2.2.3 Compare s and X with the corresponding limits for initial precision and
recovery in Table 2. If s and X meet the acceptance criteria, system
performance is acceptable and analysis of blanks and samples may
begin. If, however, s exceeds the precision limit or X falls outside the
range for accuracy, system performance is unacceptable. Correct the
problem and repeat the test (Section 9.2.2.1).
9.2.3 Linear dynamic range (LDR)—The LDR should be determined by analyzing a
minimum of seven calibration standards ranging in concentration from
1-5,000 µg/L across all sensitivity settings of the spectrophotometer. To
normalize responses, divide the response by the sensitivity setting multiplier.
Perform the linear regression of normalized response vs. concentration and
obtain the constants m and b, where m is the slope of the line and b is the
y-intercept. Incrementally analyze standards of higher concentration until the
measured absorbance response, R, of a standard no longer yields a calculated
concentration, Cc, that is ± 10% of the known concentration, C, where
Cc = (R-b)/m. That concentration defines the upper limit of the LDR for that
instrument and analytical operating conditions. Samples having a
concentration that is ≥90% of the upper limit of the LDR must be diluted to fall
within the bounds of the current calibration curve concentration range and
reanalyzed.
9.2.4 Quality control sample (QCS)—When beginning the use of this method,
quarterly or as required to meet data quality needs, verify the calibration
standards and acceptable instrument performance with the preparation and
analyses of a QCS (Section 7.8). To verify the calibration standards the
determined mean concentration from three analyses of the QCS must be within
± 10% of the stated QCS value. If the QCS is not within the required limits, an
immediate second analysis of the QCS is recommended to confirm
unacceptable performance. If the calibration standards, acceptable instrument
performance, or both cannot be verified, the source of the problem must be
identified and corrected before proceeding with further analyses.
9.3 Method Accuracy—To assess the performance of the method on a given sample
matrix, the laboratory must perform matrix spike (MS) and matrix spike duplicate
(MSD) sample analyses on 10% of the samples from each site being monitored, or at
least one MS sample analysis and one MSD sample analysis must be performed for
each sample batch (samples collected from the same site at the same time, to a
maximum of 10 samples), whichever is more frequent. Blanks (e.g., field blanks) may
not be used for MS/MSD analysis.
January 1996 15
Method 1636
9.3.1 The concentration of the MS and MSD is determined as follows:
9.3.1.1 If, as in compliance monitoring, the concentration of Cr(VI) in the
sample is being checked against a regulatory concentration limit, the
spike must be at that limit or at one to five times the background
concentration, whichever is greater.
9.3.1.2 If the concentration is not being checked against a regulatory limit, the
concentration must be at one to five times the background
concentration or at one to five times the ML in Table 1, whichever is
greater.
9.3.2 Assessing spike recovery
9.3.2.1 Determine the background concentration (B) of Cr(VI) by analyzing one
sample aliquot according to the procedure in Section 12.0.
9.3.2.2 If necessary, prepare a QC check sample concentrate that will produce
the appropriate level (Section 9.3.1) in the sample when the concentrate
is added.
9.3.2.3 Spike a second sample aliquot with the QC check sample concentrate
and analyze it to determine the concentration after spiking (A) of
Cr(VI).
9.3.2.4 Calculate each percent recovery (P) as 100(A-B)/T, where T is the
known true value of the spike.
9.3.3 Compare the percent recovery (P) for Cr(VI) with the corresponding QC
acceptance criteria found in Table 2. If P falls outside the designated range for
recovery, the acceptance criteria have not been met.
9.3.3.1 If the acceptance criteria were not met, analyze the ongoing precision
and recovery standard (Section 9.6). If the OPR is within limits for
Cr(VI) (Table 2), the analytical system is in control and the problem can
be attributed to the sample matrix.
9.3.3.2 For samples that exhibit matrix problems, further isolate the metal(s)
from the sample matrix using dilution, chelation, extraction,
concentration, hydride generation, or other means and repeat the
accuracy test (Section 9.3.2).
9.3.3.3 If the recovery for Cr(VI) remains outside the acceptance criteria, the
analytical result for Cr(VI) in the unspiked sample is suspect and may
not be reported for regulatory compliance purposes.
9.3.4 Recovery for samples should be assessed and records maintained.
9.3.4.1 After the analysis of five samples of a given matrix type (river water,
lake water, etc.) for which Cr(VI) passes the tests in Section 9.3.3,
compute the average percent recovery (R) and the standard deviation of
January 1996 16
Method 1636
the percent recovery (SR). Express the accuracy assessment as a
percent recovery interval from R-2SR to R+2SR for each matrix. For
example, if R = 90% and SR = 10% for five analyses of river water, the
accuracy interval is expressed as 70-110%.
9.3.4.2 Update the accuracy assessment for Cr(VI) in each matrix on a regular
basis (e.g., after each 5-10 new measurements).
9.4 Precision of Matrix Spike and Duplicate
9.4.1 Calculate the relative percent difference (RPD) between the MS and MSD per
the equation below using the concentrations found in the MS and MSD. Do
not use the recoveries calculated in Section 9.3.2.4 for this calculation because
the RPD is inflated when the background concentration is near the spike
concentration.
where,
D1 = Concentration of the analyte in the MS sample.
D2 = Concentration of the analyte in the MSD sample.
9.4.2 The relative percent difference between the matrix spike and the matrix spike
duplicate must be less than 20%. If this criterion is not met, the analytical system is
be judged to be out of control. Correct the problem and reanalyze all samples in the
sample batch associated with the MS/MSD that failed the RPD test.
9.5 Blanks—Blanks are analyzed to demonstrate freedom from contamination.
9.5.1 Laboratory (method) blank
9.5.1.1 Prepare a method blank with each sample batch (samples of the same
matrix started through the sample preparation process (Section 12) on
the same 12-hour shift, to a maximum of 10 samples). To demonstrate
freedom from contamination, analyze the blank immediately after
analysis of the OPR (Section 9.6).
9.5.1.2 If Cr(VI) or any potentially interfering substance is found in the blank
at a concentration equal to or greater than the MDL (Table 1), sample
analysis must be halted, the source of the contamination determined,
the samples and a new method blank prepared, and the sample batch
and fresh method blank reanalyzed.
9.5.1.3 Alternatively, if a sufficient number of blanks (three minimum) are
analyzed to characterize the nature of a blank, the average
concentration plus two standard deviations must be less than the
regulatory compliance level.
9.5.1.4 If the result for a single blank remains above the MDL or if the result
for the average concentration plus two standard deviations of three or
more blanks exceeds the regulatory compliance level, results for
January 1996 17
Method 1636
samples associated with those blanks may not be reported for
regulatory compliance purposes. Stated another way, results for all
initial precision and recovery tests (Section 9.2) and all samples must be
associated with an uncontaminated method blank before these results
may be reported for regulatory compliance purposes.
9.5.2 Field blank
9.5.2.1 Analyze the field blank(s) shipped with each set of samples (samples
collected from the same site at the same time, to a maximum of
10 samples). Analyze the blank immediately before analyzing the
samples in the batch.
9.5.2.2 If Cr(VI) or any potentially interfering substance is found in the field
blank at a concentration equal to or greater than the ML (Table 1), or
greater than one-fifth the level in the associated sample, whichever is
greater, results for associated samples may be the result of
contamination and may not be reported for regulatory compliance
purposes.
9.5.2.3 Alternatively, if a sufficient number of field blanks (three minimum) are
analyzed to characterize the nature of the field blank, the average
concentration plus two standard deviations must be less than the
regulatory compliance level or less than one-half the level in the
associated sample, whichever is greater.
9.5.2.4 If contamination of the field blanks and associated samples is known or
suspected, the laboratory should communicate this to the sampling
team so that the source of contamination can be identified and
corrective measures taken before the next sampling event.
9.5.3 Equipment Blanks—Before any sampling equipment is used at a given site, the
laboratory or cleaning facility is required to generate equipment blanks to
demonstrate that the sampling equipment is free from contamination. Two
types of equipment blanks are required: bottle blanks and sampler check
blanks.
9.5.3.1 Bottle blanks—After undergoing appropriate cleaning procedures
(Section 11.4), bottles should be subjected to conditions of use to verify
the effectiveness of the cleaning procedures. A representative set of
sample bottles should be filled with reagent water adjusted to a
pH 9-9.5 with the buffer solution (Section 7.6) and allowed to stand for
a minimum of 24 hours. Ideally, the time that the bottles are allowed
to stand should be as close as possible to the actual time that sample
will be in contact with the bottle. After standing, the water should be
analyzed for any signs of contamination. If any bottle shows signs of
contamination, the problem must be identified, the cleaning procedures
corrected or cleaning solutions changed, and all affected bottles
recleaned.
January 1996 18
Method 1636
9.5.3.2 Sampler check blanks—Sampler check blanks are generated in the
laboratory or at the equipment cleaning contractor's facility by
processing reagent water through the sampling devices using the same
procedures that are used in the field (see Sampling Method). Therefore,
the "clean hands/dirty hands" technique used during field sampling
should be followed when preparing sampler check blanks at the
laboratory or cleaning facility.
9.5.3.2.1 Sampler check blanks are generated by filling a large
carboy or other container with reagent water (Section 7.2)
and processing the reagent water through the equipment
using the same procedures used in the field (see
Sampling Method). For example, manual grab sampler
check blanks are collected by directly submerging a
sample bottle into the water, filling the bottle, and
capping. Subsurface sampler check blanks are collected
by immersing the sampler into the water and pumping
water into a sample container.
9.5.3.2.2 The sampler check blank must be analyzed using the
procedures given in this method. If Cr(VI) or any
potentially interfering substance is detected in the blank,
the source of contamination or interference must be
identified, and the problem corrected. The equipment
must be demonstrated to be free from Cr(VI) before the
equipment may be used in the field.
9.5.3.2.3 Sampler check blanks must be run on all equipment that
will be used in the field. If, for example, samples are to
be collected using both a grab sampling device and a
subsurface sampling device, a sampler check blank must
be run on both pieces of equipment.
9.6 Ongoing Precision and Recovery
9.6.1 Prepare an ongoing precision and recovery sample (laboratory fortified method
blank) identical to the initial precision and recovery aliquots (Section 9.2) with
each sample batch (samples of the same matrix started through the sample
preparation process (Section 12.0) on the same 12-hour shift, to a maximum of
10 samples) by spiking an aliquot of reagent water with the metal(s) of
interest.
9.6.2 Analyze the OPR sample before analysis of the method blank and samples
from the same batch.
9.6.3 Compute the percent recovery of Cr(VI) in the OPR sample.
9.6.4 Compare the concentration to the limits for ongoing recovery in Table 2. If the
acceptance criteria are met, system performance is acceptable and analysis of
blanks and samples may proceed. If, however, the recovery falls outside of the
range given, the analytical processes are not being performed properly.
January 1996 19
Method 1636
Correct the problem, reprepare the sample batch, and repeat the ongoing
precision and recovery test (Section 9.6).
9.6.5 Add results that pass the specifications in Section 9.6.4 to initial and previous
ongoing data for Cr(VI) in each matrix. Update QC charts to form a graphic
representation of continued laboratory performance. Develop a statement of
laboratory accuracy for each matrix type by calculating the average percent
recovery (R) and the standard deviation of percent recovery (SR). Express the
accuracy as a recovery interval from R-2SR to R+2SR. For example, if R = 95%
and SR = 5%, the accuracy is 85-105%.
9.7 The specifications contained in this method can be met if the instrument used is
calibrated properly and then maintained in a calibrated state. A given instrument will
provide the most reproducible results if dedicated to the settings and conditions
required for the analyses of metals by this method.
9.8 Depending on specific program requirements, the laboratory may be required to
analyze field duplicates collected to determine the precision of the sampling
technique. The relative percent difference (RPD) between field duplicates should be
less than 20%. If the RPD of the field duplicates exceeds 20%, the laboratory should
communicate this to the sampling team so that the source of error can be identified
and corrective measures taken before the next sampling event.
10.0 Calibration and Standardization
10.1 Operating Conditions—Because of the diversity of instrument hardware, no detailed
instrument operating conditions are provided. The analyst is advised to follow the
recommended operating conditions provided by the manufacturer. It is the
responsibility of the analyst to verify that the instrument configuration and operating
conditions satisfy the quality control requirements in this method. Table 3 lists
instrument operating conditions that may be used as a guide for analysts in
determining instrument configuration and operating conditions. The flow rate of the
eluent pump is set at 1.5 mL/min and the pressure of the reagent delivery module
adjusted so that the final flow rate of the postcolumn reagent (Section 7.5) from the
detector is 2.0 mL/min. This requires manual adjustment and measurement of the
final flow rate using a graduated cylinder and a stop watch. A warm-up period of
approximately 30 minutes after the flow rate has been adjusted is recommended, and
the flow rate should be checked prior to calibration and sample analysis.
10.2 Injection sample loop size should be chosen based on anticipated sample
concentrations and the selected sensitivity setting of the spectrophotometer. The
sample volume used to load the sample loop should be at least 10 times the loop size
so that all tubing in contact with sample is thoroughly flushed with the new sample
to minimize cross-contamination.
10.3 For initial and daily operation, calibrate the instrument according to the instrument
manufacturer's recommended procedures using the calibration blank (Section 7.7.1)
and calibration standards (Section 7.3.1) prepared at three or more concentrations, one
of which must be at the ML (Table 1), and another that must be near the upper end of
the linear dynamic range.
January 1996 20
Method 1636
10.4 Calibration Verification—Immediately following calibration, an initial calibration
verification should be performed. Adjustment of the instrument is performed until
verification criteria are met. Only after these criteria are met may blanks and samples
be analyzed.
10.4.1 Analyze the mid-point calibration standard (Section 10.3).
10.4.2 Compute the percent recovery of Cr(VI) using the calibration curve obtained in
the initial calibration.
10.4.3 Compare the recovery with the corresponding limit for calibration verification
in Table 2. If all metals meet the acceptance criteria, system performance is
acceptable and analysis of blanks and samples may continue using the
response from the initial calibration. If the value falls outside the range given,
system performance is unacceptable. Locate and correct the problem and/or
prepare a new calibration check standard and repeat the test (Sections 10.4.1
through 10.4.3), or recalibrates the system according to Section 10.3.
10.4.4 Calibration must be verified following every ten samples by analyzing the
mid-point calibration standard. If the recovery does not meet the acceptance
criteria specified in Table 2, analysis must be halted, the problem corrected,
and the instrument recalibrated. All samples after the last acceptable
calibration verification must be reanalyzed.
10.5 A calibration blank must be analyzed following every calibration verification to
demonstrate that there is no carryover of Cr(VI) and that the analytical system is free
from contamination. If the concentration of an analyte in the blank result exceeds the
MDL, correct the problem, verify the calibration (Section 10.4), and repeat the analysis
of the calibration blank.
11.0 Procedures for Cleaning the Apparatus
11.1 All sampling equipment, sample containers, and labware should be cleaned in a
designated cleaning area that has been demonstrated to be free of trace element
contaminants. Such areas may include class 100 clean rooms as described by Moody
(Reference 20), labware cleaning areas as described by Patterson and Settle
(Reference 6), or clean benches.
11.2 Materials such as gloves (Section 6.6.8), storage bags (Section 6.6.11), and plastic wrap
(Section 6.6.12) may be used new without additional cleaning unless the results of the
equipment blank pinpoint any of these materials as a source of contamination. In this
case, either an alternate supplier must be obtained or the materials must be cleaned.
11.3 Cleaning Procedures—Proper cleaning of the Apparatus is extremely important,
because the Apparatus may not only contaminate the samples but may also remove
the analytes of interest by adsorption onto the container surface.
NOTE: If laboratory, field, and equipment blanks (Section 9.5) from Apparatus cleaned with
fewer cleaning steps than those detailed below show no levels of analytes above the MDL, those
cleaning steps that do not eliminate these artifacts may be omitted if all performance criteria
outlined in Section 9.0 are met.
January 1996 21
Method 1636
11.3.1 Bottles, labware, and sampling equipment.
11.3.1.1 Fill a precleaned basin (Section 6.6.9) with a sufficient quantity
of a 0.5% solution of liquid detergent (Section 6.3), and
completely immerse each piece of ware. Allow to soak in the
detergent for at least 30 minutes.
11.3.1.2 Using a pair of clean gloves (Section 6.6.8) and clean nonmetallic
brushes (Section 6.6.10), thoroughly scrub down all materials
with the detergent.
11.3.1.3 Place the scrubbed materials in a precleaned basin. Change
gloves.
11.3.1.4 Thoroughly rinse the inside and outside of each piece with
reagent water until there is no sign of detergent residue (e.g.,
until all soap bubbles disappear).
11.3.1.5 Change gloves, immerse the rinsed equipment in a hot (50-60°C)
bath of concentrated reagent grade HNO3 (Section 7.1.1) and
allow to soak for at least two hours.
11.3.1.6 After soaking, use clean gloves and tongs to remove the
Apparatus and thoroughly rinse with distilled, deionized water
(Section 7.2).
11.3.1.7 Change gloves and immerse the Apparatus in a hot (50-60°C)
bath of 1N trace metal grade HCL (Section 7.1.7), and allow to
soak for at least 48 hours.
11.3.1.8 Thoroughly rinse all equipment and bottles with reagent water.
Proceed with Section 11.3.2 for labware and sampling
equipment. Proceed with Section 11.3.3 for sample bottles.
11.3.2 Labware and sampling equipment
11.3.2.1 After cleaning, air-dry in a class 100 clean air bench.
11.3.2.2 After drying, wrap each piece of ware or equipment in two
layers of polyethylene film.
11.3.3 Fluoropolymer sample bottles—These bottles should be used if mercury is a
target analyte.
11.3.3.1 After cleaning, fill sample bottles with 0.1% (v/v) ultrapure
HCL (Section 7.1.11) and cap tightly. To ensure a tight seal, it
may be necessary to use a strap wrench.
11.3.3.2 After capping, double-bag each bottle in polyethylene zip-type
bags. Store at room temperature until sample collection.
January 1996 22
Method 1636
11.3.4 Bottles, labware, and sampling equipment—Polyethylene or material other
than fluoropolymer.
11.3.4.1 Apply the steps outlined in Sections 11.3.1.1 through 11.3.1.8 to
all bottles, labware, and sampling equipment. Proceed with
Section 11.3.4.2 for bottles or Section 11.3.4.3 for labware and
sampling equipment.
11.3.4.2 After cleaning, fill each bottle with 0.1% (v/v) ultrapure HCL
(Section 7.1.11). Double-bag each bottle in a polyethylene bag to
prevent contamination of the surfaces with dust and dirt. Store
at room temperature until sample collection.
11.3.4.3 After rinsing labware and sampling equipment, air-dry in a class
100 clean air bench. After drying, wrap each piece of ware or
equipment in two layers of polyethylene film.
NOTE: Polyethylene bottles cannot be used to collect samples that will be analyzed
for mercury at trace (e.g., 0.012 µg/L) levels because of the potential for vapors to
diffuse through the polyethylene.
11.3.4.4 Polyethylene bags—If polyethylene bags need to be cleaned,
clean according to the following procedure:
11.3.4.4.1 Partially fill with cold, (1+1) HNO3 (Section 7.1.2)
and rinse with distilled deionized water
(Section 7.2).
11.3.4.4.2 Dry by hanging upside down from a plastic line
with a plastic clip.
11.3.5 Silicone tubing, fluoropolymer tubing, and other sampling apparatus—Clean
any silicone, fluoropolymer, or other tubing used to collect samples by rinsing
with 10% HCL (Section 7.1.8) and flushing with water from the site before
sample collection.
11.3.6 Extension pole—Because of its length, it is impractical to submerse the 2 m
polyethylene extension pole (used in with the optional grab sampling device)
in acid solutions as described above. If such an extension pole is used, a
nonmetallic brush (Section 6.6.10) should be used to scrub the pole with
reagent water and the pole wiped down with acids described in Section 11.3.4.
After cleaning, the pole should be wrapped in polyethylene film.
11.4 Storage—Store each piece or assembly of the apparatus in a clean, single polyethylene
zip-type bag. If shipment is required, place the bagged apparatus in a second
polyethylene zip-type bag.
11.5 All cleaning solutions and acid baths should be periodically monitored for
accumulation of metals that could lead to contamination. When levels of metals in
the solutions become too high, the solutions and baths should be changed and the old
solutions neutralized and discarded in compliance with state and federal regulations.
January 1996 23
Method 1636
12.0 Procedures for Sample Preparation and Analysis
12.1 Filtered, pH-adjusted samples at 4°C should be brought to ambient
temperature before analysis.
12.2 Initiate instrument operating configuration and calibrate the instrument as described
in Section 10.0.
12.3 Construct a calibration curve of analyte response (peak height or area) vs. analyte
concentration over a concentration range of one or two orders of magnitude. The
calibration range should bracket the anticipated concentration range of samples. The
coefficient of correlation (r) for the curve should be 0.999 or greater.
12.4 Draw into a new, unused syringe (Section 6.6.3) approximately 3 mL of sample. Inject
10 times the volume of the sample loop into the injection valve of the IC. Sample
concentrations that exceed the calibration range must be diluted and reanalyzed.
12.5 During analysis of samples, the laboratory must comply with the required quality
control described in Sections 9.0 and 10.0.
13.0 Data Analysis and Calculations
13.1 The sample concentration can be calculated from the calibration curve. Report values
in µg/L. Report results at or above the ML for metals found in samples and
determined in standards. Report all results for metals found in blanks, regardless of
level.
13.2 For data values less than the ML, two significant figures should be used for reporting
element concentrations. For data values greater than or equal to the ML, three
significant figures should be used.
13.3 The QC data obtained during the analyses provide an indication of the quality of the
sample data and should be provided with the sample results.
14.0 Method Performance
14.1 The method detection limit (MDL) listed in Table 1 and the quality control acceptance
criteria listed in Table 2 were validated in a single laboratory (Reference 21) for
dissolved hexavalent chromium.
15.0 Pollution Prevention
15.1 Pollution prevention encompasses any technique that reduces or eliminates the
quantity or toxicity of waste at the point of generation. Many opportunities for
pollution prevention exist in laboratory operation. The EPA has established a
preferred hierarchy of environmental management techniques that places pollution
prevention as the management option of first choice. Whenever feasible, laboratory
personnel should use pollution prevention techniques to address their waste
generation. When wastes cannot be feasibly reduced at the source, the Agency
recommends recycling as the next best option. The acids used in this method should
be reused as practicable by purifying by electrochemical techniques. The only other
January 1996 24

Method 1636
chemicals used in this method are the neat materials used in preparing standards.
These standards are used in extremely small amounts and pose little threat to the
environment when managed properly. To minimize the volume of expired standards
to be disposed, standards should be prepared in volumes consistent with laboratory
use.
15.2 For information about pollution prevention that may be applied to laboratories and
research institutions, consult Less is Better: Laboratory Chemical Management for Waste
Reduction, available from the American Chemical Society's Department of Government
Relations and Science Policy, 1155 16th Street NW, Washington DC 20036,
202/872–4477.
16.0 Waste Management
16.1 The Environmental Protection Agency requires that laboratory waste management
practices be conducted consistent with all applicable rules and regulations. The
Agency urges laboratories to protect the air, water, and land by minimizing and
controlling all releases from hoods and bench operations, complying with the letter
and spirit of any sewer discharge permits and regulations, and by complying with all
solid and hazardous waste regulations, particularly the hazardous waste identification
rules and land disposal restrictions. For further information on waste management,
consult The Waste Management Manual for Laboratory Personnel, available from the
American Chemical Society at the address listed in Section 15.2.
17.0 References
1. Adeloju, S.B. and Bond, A.M. "Influence of Laboratory Environment on the Precision
and Accuracy of Trace Element Analysis," Anal. Chem. 1985, 57, 1728.
2. Berman, S.S. and Yeats, P.A. "Sampling of Seawater for Trace Metals," CRC Reviews in
Analytical Chemistry 1985, 16, 1.
3. Bloom, N.S. "Ultra-Clean Sampling, Storage, and Analytical Strategies for the
Accurate Determination of Trace Metals in Natural Waters"; Presented at the 16th
Annual EPA Conference on the Analysis of Pollutants in the Environment, Norfolk,
VA, May 5, 1993.
4. Bruland, K.W. "Trace Elements in Seawater," Chemical Oceanography 1983, 8, 157.
5. Nriagu, J.O., Larson, G., Wong, H.K.T., and Azcue, J.M. "A Protocol for Minimizing
Contamination in the Analysis of Trace Metals in Great Lakes Waters," J. Great Lakes
Research 1993, 19, 175.
6. Patterson, C.C. and Settle, D.M. "Accuracy in Trace Analysis," In National Bureau of
Standards Special Publication 422; LaFleur, P.D., Ed., U.S. Government Printing Office:
Washington, DC, 1976.
7. Fitzgerald, W.F. and Watras, C.J. Science of the Total Environment 1989, 87/88, 223.
8. Gill, G.A. and Fitzgerald, W.F. Deep Sea Res. 1985, 32, 287.
January 1996 25

Method 1636
9. Prothro, M.G. "Office of Water Policy and Technical Guidance on Interpretation and
Implementation of Aquatic Life Metals Criteria"; EPA Memorandum to Regional
Water Management and Environmental Services Division Directors, Oct. 1, 1993.
10. "Format for Method Documentation," Distributed by the EPA Environmental
Monitoring Management Council, Washington, DC, Nov. 18, 1993.
11. Windom, H.L., Byrd, J.T., Smith, R.G., Jr., and Huan, F. "Inadequacy of NASQAN
Data for Assessing Metal Trends in the Nation's Rivers," Environ. Sci. Technol. 1991, 25,
1137.
12. Zief, M. and Mitchell, J.W. "Contamination Control in Trace Metals Analysis"; In
Chemical Analysis, 1976, Vol. 47, Chapter 6.
13. Dionex Technical Note No. 26, May 1990.
14. "Carcinogens - Working With Carcinogens," Department of Health, Education, and
Welfare. Public Health Service. Centers for Disease Control. National Institute for
Occupational Safety and Health, Publication No. 77-206, Aug. 1977. Available from
the National Technical Information Service (NTIS) as PB-277256.
15. "OSHA Safety and Health Standards, General Industry"; 29 CFR 1910, Occupational
Safety and Health Administration, OSHA 2206 (revised January 1976).
16. "Safety in Academic Chemistry Laboratories," American Chemical Society Committee
on Chemical Safety, 3rd ed., 1979.
17. "Proposed OSHA Safety and Health Standards, Laboratories," Occupational Safety and
Health Administration, Fed. Regist., July 24, 1986.
18. Grohse, P. Research Triangle Institute, Institute Drive, Building 6, Research Triangle
Park, NC 27709.
19. Handbook of Analytical Quality Control in Water and Wastewater Laboratories; U.S.
Environmental Protection Agency, EMSL. Cincinnati, OH: March 1979.
EPA-600/4-79-019.
20. Moody, J.R. "NBS Clean Laboratories for Trace Element Analysis," Anal. Chem. 1982,
54, 1358A.
21. "Results of the Validation Study for Determination of Trace Metals at EPA Water
Quality Criteria Levels," April 1995. Available from the Sample Control Center
(operated by DynCorp), 300 N. Lee Street, Alexandria, VA 22314, 703/519–1140.
January 1996 26
Method 1636
18.0 Glossary
Many of the terms and definitions listed below are used in the EPA 1600-series
methods, but terms have been cross-referenced to terms commonly used in other
methods where possible.
18.1 Ambient Water—Waters in the natural environment (e.g., rivers, lakes, streams, and
other receiving waters), as opposed to effluent discharges.
18.2 Analyte—A metal tested for by the methods referenced in this method. The analytes
are listed in Table 1.
18.3 Apparatus—The sample container and other containers, filters, filter holders, labware,
tubing, pipets, and other materials and devices used for sample collection or sample
preparation, and that will contact samples, blanks, or analytical standards.
18.4 Calibration Blank—A volume of reagent water acidified with the same acid matrix as
in the calibration standards. The calibration blank is a zero standard and is used to
calibrate the ICP instrument (Section 7.7.1).
18.5 Calibration Standard (CAL)—A solution prepared from a dilute mixed standard
and/or stock solutions and used to calibrate the response of the instrument with
respect to analyte concentration.
18.6 Dissolved Analyte—The concentration of analyte in an aqueous sample that will pass
through a 0.45 µm membrane filter assembly before sample acidification (Section 8.3).
18.7 Equipment Blank—An aliquot of reagent water that is subjected in the laboratory to
all aspects of sample collection and analysis, including contact with all sampling
devices and apparatus. The purpose of the equipment blank is to determine if the
sampling devices and apparatus for sample collection have been adequately cleaned
before shipment to the field site. An acceptable equipment blank must be achieved
before the sampling devices and apparatus are used for sample collection. In
addition, equipment blanks should be run on random, representative sets of gloves,
storage bags, and plastic wrap for each lot to determine if these materials are free
from contamination before use.
18.8 Field Blank—An aliquot of reagent water that is placed in a sample container in the
laboratory, shipped to the field, and treated as a sample in all respects, including
contact with the sampling devices and exposure to sampling site conditions, storage,
preservation, and all analytical procedures, which may include filtration. The purpose
of the field blank is to determine if the field or sample transporting procedures and
environments have contaminated the sample.
18.9 Field Duplicates (FD1 and FD2)—Two separate samples collected in separate sample
bottles at the same time and place under identical circumstances and treated exactly
the same throughout field and laboratory procedures. Analyses of FD1 and FD2 give
a measure of the precision associated with sample collection, preservation, and
storage, as well as with laboratory procedures.
January 1996 27

Method 1636
18.10 Initial Precision and Recovery (IPR)—Four aliquots of the OPR standard analyzed to
establish the ability to generate acceptable precision and accuracy. IPRs are
performed before a method is used for the first time and any time the method or
instrumentation is modified.
18.11 Instrument Detection Limit (IDL)—The concentration equivalent to the analyte signal
which is equal to three times the standard deviation of a series of ten replicate
measurements of the calibration blank signal at the selected analytical wavelength.
18.12 Laboratory Blank—An aliquot of reagent water that is treated exactly as a sample
including exposure to all glassware, equipment, solvents, reagents, internal standards,
and surrogates that are used with samples. The laboratory blank is used to
determine if method analytes or interferences are present in the laboratory
environment, the reagents, or the apparatus (Sections 7.7.2 and 9.5.1).
18.13 Laboratory Control Sample (LCS)—See Ongoing Precision and Recovery (OPR)
Standard.
18.14 Laboratory Duplicates (LD1 and LD2)—Two aliquots of the same sample taken in the
laboratory and analyzed separately with identical procedures. Analyses of LD1 and
LD2 indicates precision associated with laboratory procedures, but not with sample
collection, preservation, or storage procedures.
18.15 Laboratory Fortified Blank (LFB)—See Ongoing Precision and Recovery (OPR)
Standard.
18.16 Laboratory Fortified Sample Matrix (LFM)—See Matrix Spike (MS) and Matrix Spike
Duplicate (MSD).
18.17 Laboratory Reagent Blank (LRB)—See Laboratory Blank.
18.18 Linear Dynamic Range (LDR)—The concentration range over which the instrument
response to an analyte is linear (Section 9.2.3).
18.19 Matrix Spike (MS) and Matrix Spike Duplicate (MSD)—Aliquots of an environmental
sample to which known quantities of the method analytes are added in the
laboratory. The MS and MSD are analyzed exactly like a sample. Their purpose is to
quantify the bias and precision caused by the sample matrix. The background
concentrations of the analytes in the sample matrix must be determined in a separate
aliquot and the measured values in the MS and MSD corrected for background
concentrations (Section 9.3).
18.20 May—This action, activity, or procedural step is optional.
18.21 May Not—This action, activity, or procedural step is prohibited.
18.22 Method Blank—See Laboratory Blank.
18.23 Method Detection Limit (MDL)—The minimum concentration of an analyte that can
be identified, measured, and reported with 99% confidence that the analyte
concentration is greater than zero (Section 9.2.1 and Table 1).
January 1996 28
Method 1636
18.24 Minimum Level (ML)—The lowest level at which the entire analytical system gives a
recognizable signal and acceptable calibration point (Reference 9).
18.25 Must—This action, activity, or procedural step is required.
18.26 Ongoing Precision and Recovery (OPR) Standard—A laboratory blank spiked with
known quantities of the method analytes. The OPR is analyzed exactly like a sample.
Its purpose is to determine whether the methodology is in control and to assure that
the results produced by the laboratory remain within the method-specified limits for
precision and accuracy (Sections 7.9 and 9.6).
18.27 Preparation Blank—See Laboratory Blank.
18.28 Primary Dilution Standard—A solution containing the analytes that is purchased or
prepared from stock solutions and diluted as needed to prepare calibration solutions
and other solutions.
18.29 Quality Control Sample (QCS)—A sample containing all or a subset of the method
analytes at known concentrations. The QCS is obtained from a source external to the
laboratory or is prepared from a source of standards different from the source of
calibration standards. It is used to check laboratory performance with test materials
prepared external to the normal preparation process.
18.30 Reagent Water—Water demonstrated to be free from the method analytes and
potentially interfering substances at the MDL for that metal in the method.
18.31 Should—This action, activity, or procedural step is suggested but not required.
18.32 Stock Standard Solution—A solution containing one or more method analytes that is
prepared using a reference material traceable to EPA, the National Institute of Science
and Technology (NIST), or a source that will attest to the purity and authenticity of
the reference material.
January 1996 29
Method 1636
TABLE 1. HEXAVALENT CHROMIUM ANALYSIS USING METHOD 1636:

LOWEST WATER QUALITY CRITERION, METHOD DETECTION

LIMIT, AND MINIMUM LEVEL

Method Detection Limit (MDL) and
Lowest Ambient Minimum Level (ML); µg/L
Water Quality
ML3 Metal Criterion (µg/L)1 MDL2
Hexavalent Chromium 10 0.23 0.5
1 Lowest of the freshwater, marine, or human health WQC at 40 CFR Part 131 (57 FR 60848 for
human health criteria and 60 FR 22228 for aquatic criteria). Hardness-dependent freshwater
aquatic life criteria also calculated to reflect a hardness of 25 mg/L CaCO3 , and all aquatic life
criteria have been adjusted to reflect dissolved levels in accordance with the equations provided
in 60 FR 22228.
2 Method Detection Limits as determined by 40 CFR Part 136, Appendix B.
3 Minimum Level (ML) calculated by multiplying laboratory-determined MDL by 3.18 and
rounding result to nearest multiple of 1, 2, 5, 10, etc. in accordance with procedure used by EAD
and described in the EPA Draft National Guidance for the Permitting, Monitoring, and Enforcement
of Water Quality-Based Effluent Limitations Set Below Analytical Detection/Quantitation Levels, March
22, 1994.
TABLE 2. QUALITY CONTROL ACCEPTANCE CRITERIA FOR PERFORMANCE

TESTS IN EPA METHOD 16361

Initial Precision
and Recovery Ongoing
(Section 9.2) Calibration Precision and Spike
Verification Recovery Recovery
Metal s X (Section 10.4) (Section 9.6) (Section 9.3)
Hexavalent Chromium 20 80–120 90–110 79–122 79–122
1All specifications expressed as percent.
January 1996 30
Method 1636
TABLE 3. RECOMMENDED ION CHROMATOGRAPHIC CONDITIONS

Columns: Guard Column—Dionex IonPac NG1
Separator Column—Dionex IonPac AS7
Eluent: 250 mM (NH 42 ) SO4
100 mM NH 4 OH
Flow rate = 1.5 mL/min
Postcolumn Reagent: 2mM Diphenylcarbohydrazide
10% v/v CH 3 OH
1N H 2 SO4
Flow rate = 0.5 mL/min
Detector: Visible 530 nm
Retention Time: 3.8 minutes
January 1996 31