HomeMy WebLinkAboutDERR-2024-009171
SOIL AND GROUNDWATER SAMPLING REPORT
Utah Department of Transportation Maintenance Station No. 332
362 West 100 North, Hanksville, Utah
Facility Identification No. 2000208, Release Site FOP
March 2024
March 28, 2024
Mr. Bret Gurney
Utah Department of Government Operations
Division of Fleet Operations – Fuel Manager
P.O Box 14117
Salt Lake City, UT 84114
Ms, Eileen Brennan
Utah Department of Environmental Quality
Division of Environmental Response and Remediation
195 North 1950 West
Salt Lake City, UT 84114
Re: Soil and Groundwater Report
UDOT Maintenance Station No. 332
362 West 100 North, Hanksville, Utah
Facility Identification No. 2000208, Release FOP
Dear Mr. Gurney and Ms. Brennan:
WSP USA Environment & Infrastructure Inc. (WSP) is pleased to submit this soil and groundwater
sampling report for the Utah Department of Transportation (UDOT) Station No. 332, located at 362
West 100 North, Hanksville, Utah (Site). The Site has Facility ID No. 2000208, Release Site FOP.
The sampling was requested by the Utah Division of Environmental Response and Remediation in a
letter dated September 25, 2023 (DERR document No. ERRL-0333-23). This report documents the
findings of the sampling conducted at the Site on February 13-15 and March 6-7, 2024.
Please contact Ehud Ardon at ehud.ardon@wsp.com if you have any questions or comments
regarding this report.
Sincerely,
WSP USA Environment & Infrastructure Inc.
Corey Buchanan, P.G Ehud Ardon
Project Manager Senior Environmental Scientist
Certified UST Consultant # CC-275 Certified UST Consultant # CC-279
SOIL AND GROUNDWATER SAMPLING REPORT
Utah Department of Transportation Maintenance Station No. 332
362 West 100 North, Hanksville, Utah
Facility Identification No. 2000208, Release Site FOP
Prepared for:
Utah Department of Government Operations
State Fuel Network
447 West 13800 South
Draper, Utah 84070
And
Utah Department of Environmental Quality
Division of Environmental Response and Remediation
195 North 1950 West
Salt Lake City, Utah 84116
Prepared by:
WSP USA Environment & Infrastructure Inc.
10876 S. River Front Parkway
Suite 250
South Jordan, Utah 84095
WSP Project No. 2381400522
March, 2024
Submitted by Reviewed By
Corey Buchanan, PG Ehud Ardon
Project Manager Senior Environmental Scientist
Certified UST Consultant CC-275 Certified UST Consultant CC-279
Utah Department of Transportation Maintenance Station No. 332 Project No. 2381400522
Soil and Groundwater Sampling Report
TABLE OF CONTENTS
Page
EXECUTIVE SUMMARY ....................................................................................................................................................................... 3
1.0 INTRODUCTION ................................................................................................................................................................... 4
1.1 SITE BACKGROUND ......................................................................................................................................................... 4
2.0 SITE ASSESSMENT ACTIVITIES ........................................................................................................................................ 5
2.1 SHALLOW SOIL BORINGS AND SOIL SAMPLING ........................................................................................................... 5
2.2 MONITORING WELLS INSTALLATION AND DEVELOPMENT .......................................................................................... 5
2.3 GROUNDWATER SAMPLING ........................................................................................................................................... 6
2.4 SAMPLES HANDLING AND ANALYSIS............................................................................................................................ 6
2.5 INVESTIGATION DERIVED WASTE ................................................................................................................................. 6
2.6 MONITORING WELL ELEVATIONS SURVEY .................................................................................................................... 6
3.0 ENVIRONMENTAL SETTING............................................................................................................................................. 6
3.1 SITE SOIL TYPE ............................................................................................................................................................... 7
3.2 GROUNDWATER DEPTH AND FLOW DIRECTION ........................................................................................................ 7
4.0 ANALYTICAL RESULTS ........................................................................................................................................................ 7
4.1 SOIL SAMPLING RESULTS ............................................................................................................................................... 7
4.2 GROUNDWATER SAMPLING RESULTS .......................................................................................................................... 7
4.3 QUALITY ASSURANCE/QUALITY CONTROL ................................................................................................................... 7
5.0 CONCLUSIONS AND RECOMMENDATIONS ............................................................................................................ 8
LIST OF FIGURES
Figure 1 Site Location Map
Figure 2 Site Layout Map
Figure 3 Potentiometric Surface Map
LIST OF TABLES
Table 1 Well Gauging Data
Table 2 Groundwater Analytical Results
Table 3 Soil Analytical Results
LIST OF APPENDICES
Appendix A Historical Data
Appendix B Soil Boring Logs
Appendix C Field Data Sheets
Appendix D Laboratory Analytical Reports
Utah Department of Transportation Maintenance Station No. 332 Project No. 2381400522
Soil and Groundwater Sampling Report
ACRONYMS
Units of Measurement
mg/kg milligrams per kilogram
mg/L milligrams per liter
ppm parts per million
Bgs Below Ground Surface
DERR Division of Environmental Response and Remediation
DRO Diesel Range Organics
EPA Environmental Protection Agency
ISL Initial Screening Level
PID Photoionization Detector
QA/QC Quality Assurance/Quality Control
TPH Total Petroleum Hydrocarbons
UDEQ Utah Department of Environmental Quality
UST Underground Storage Tank
VOC Volatile Organic Compound
Utah Department of Transportation Maintenance Station No. 332 Project No. 2381400522
Soil and Groundwater Sampling Report
EXECUTIVE SUMMARY
WSP USA Environment & Infrastructure Inc. (WSP) prepared this Soil and Groundwater Sampling Report
(Report) for the Utah Department of Transportation (UDOT) Hanksville Maintenance Station No. 332 (Site).
The Report was prepared for the Utah State Fuel Network (SFN) and for the Utah Division of Environmental
Response and Remediation (DERR) and details the results of the soil and groundwater sampling activities
performed by WSP in February-March, 2024.
In May 1990, one 3,000-gallon unleaded gasoline underground storage tank (UST) and one 3,000-gallon diesel-
fuel UST were removed from the Site. During closure activities, a release of petroleum hydrocarbons was
encountered. The DERR assigned the Site Release Site FOP. Investigations at the Site in the early 1990s
indicated a petroleum hydrocarbon plume had resulted from the release, extending approximately 50 feet
north and northeast of the former UST locations. Corrective actions at the Site included excavation of
approximately 150 cubic yards of impacted soil from the former UST location and immediate vicinity, and
installation of two recovery wells for implementation of ‘pump and treat’ measures. Groundwater monitoring
was conducted at the Site at various intervals through 2007.
No exceedances of petroleum hydrocarbon contaminants were detected in any of the samples collected
during the last reported monitoring event, conducted in April 2007.
WSP completed additional soil and groundwater sampling by advancing four soil boring, collecting subsurface
soil samples, installing four monitoring wells in the vicinity of the former UST basin, and collecting
groundwater samples from one existing monitoring well and the four newly installed monitoring wells .
Collected soil and groundwater samples and were submitted for laboratory analysis of petroleum
hydrocarbon parameters.
None of the reported concentrations of petroleum hydrocarbon parameters exceeded the Utah ISLs in soil
and groundwater samples. Based on the analytical results and review of historical data it is recommended
that Release FOP should be closed with a no further action.
Utah Department of Transportation Maintenance Station No. 332 Project No. 2381400522
Soil and Groundwater Sampling Report
1.0 INTRODUCTION
WSP USA Environment & Infrastructure Inc. (WSP) was retained by the Utah State Fuel Network (SFN) to
conduct subsurface soil and groundwater sampling at the Utah Department of Transportation (UDOT)
Maintenance Station No. 332 (Site), located at 362 West 100 North, Hanksville, Utah (Figure 1). The facility
has Utah Department of Environmental Quality (UDEQ) identification No. 2000208.
WSP conducted the sampling in response to the UDEQ Division of Environmental Response and Remediation
(DERR) letter dated September 25, 2023 (DERR document No. ERRL-0333-23), requesting that soil and
groundwater samples would be collected at the Site. The purpose of this sampling is to provide current
information regarding the petroleum contamination at the Site so that a path to release closure can be
established. The DERR assigned the Site Release Site OFU. This Report presents the finding of the soil and
groundwater sampling conducted at the Site on February 13-15, 2024 and on March 7, 2024.
1.1 SITE BACKGROUND
In May 1990, one 3,000-gallon unleaded gasoline underground storage tank (UST) and one 3,000-gallon diesel-
fuel UST were removed from the Site. During closure activities, a release of petroleum hydrocarbons was
encountered. The DERR assigned the Site Release Site FOP. Approximately 150 cubic yards of impacted soil
were excavated from the former UST location and immediate vicinity. Investigations at the Site in the early
1990s indicated a petroleum hydrocarbon plume had resulted from the release, extending approximately 50
feet north and northeast of the former UST locations. A replacement UST system was installed at the Site in
1990 immediately west of the former UST basin. That system was closed by removal in December 2021 with no
required corrective action. The approximate locations of the former UST basins are depicted on Figure 2.
The release history (Release FOP) and historical monitoring data from 1990 through 2007 were summarized in
a 2007 Semi-annual monitoring report (Kleinfelder, 2007)1. Summary tables of historical soil and groundwater
sampling analytical results found in the Kleinfelder 2007 Report, along with a Site Plan showing the locations
of all previously installed soil borings and monitoring wells at the Site, are provided in Appendix A.
Based on the information provided Appendix A, 21 monitoring wells were installed at the Site between 1990
and 1992 (MW-1 through MW-21). Total petroleum hydrocarbon (TPH; not differentiated) was found at
concentration level above the DERR initial screening level (ISL) for soil in one soil sample collected during
installation of MW-5 at 15-feet below ground surface (bgs). Additional five monitoring wells (MW-22 through
MW-26) were installed at the Site in 2005. Petroleum hydrocarbon contaminants including benzene, toluene,
ethylbenzene, total xylenes (BTEX), and TPH diesel-range organics (TPH-DRO) were found at concentration
levels above their respective DERR ISLs in soil sample collected from the boring of MW-26 at 9.5 feet bgs. TPH
gasoline range organics (TPH-GRO) was found at concentration levels above the ISL in soil samples collected
from MW-26 at 9.5 and 30 feet bgs. The approximate locations of MW-5 and MW-26 are depicted on Figure 2.
Petroleum hydrocarbon contaminants concentration levels in groundwater from most monitoring wells at
the Site had decreased below laboratory method detection limits by 1995. However, contaminants
concentration levels in groundwater remained above DERR ISLs in monitoring wells MW-5 (TPH-GRO/DRO,
BTEX), and MW-20 (TPH-GRO/DRO, benzene), which were located within or immediately adjacent to the
former UST basin (Figure 2). Free-phase petroleum was encountered in monitoring well MW-5 between 1994
1 Kleinfelder 2007. Semi-Annual Groundwater Monitoring Event, UDOT Station #332, Hanksville, Utah, Facility ID No
2000208, Release Site EFOP, Kleinfelder, May 10, 2007
Utah Department of Transportation Maintenance Station No. 332 Project No. 2381400522
Soil and Groundwater Sampling Report
and 1999. Free-phase petroleum was not encountered in any other monitoring well at the Site and was not
measured at MW-5 in monitoring events in 2003 and 2004.
Starting at 1995, decreasing groundwater level was observed at the Site, and by 2002 the groundwater level
had dropped below the screened intervals in all monitoring wells except in MW-20.
TPH-GRO and TPH-DRO were detected at concentration levels greater the ISLs in the groundwater sample
collected from MW-26 in 2005 and 2006. No exceedances of petroleum hydrocarbon contaminants were
detected in any of the samples collected during the last reported monitoring event, conducted in April 2007.
2.0 SITE ASSESSMENT ACTIVITIES
Site assessment activities were conducted on February 13 through 15, 2024, and on March 6 through 7, 2024.
Field work was completed by Ms. Rylie Burke of WSP (Certified UST Groundwater and Soil Samplers GS 1939).
Prior to Site activities, Blue Stakes was contacted by WSP to have public utilities located and marked on, and
near, the Site. Additionally, a private utility locating subcontractor was used to clear each proposed boring
location.
Site assessment activities included advancing four soil borings, collecting subsurface soil samples, installing
and developing four monitoring wells, and collecting groundwater samples. One existing monitoring well,
MW-26, was identified at the Site. The additional monitoring wells, MW-101 through MW-104 were arranged
in relation to the former MW-26: MW-101 was installed 6 feet south and 6 feet west of MW-26; MW-102 was
installed approximately 10 feet to the east of MW-26; MW-103 was installed approximately 10 feet to the west
of MW-26, within footprint of the former UST basin, between MW-5 and MW-20: and MW-104 was installed
northeast of the former UST basin, approximately 15 feet to the north of MW-26. The soil boring/monitoring
well locations are shown on Figure 2.
2.1 SHALLOW SOIL BORINGS AND SOIL SAMPLING
On February 14 through February 15, 2024, four soil borings were advanced by direct push dual tube drilling
method using a track mounted Geoprobe™ rig to approximate depth of 35 feet bgs. Soil cores were collected
continuously during advancement of soil borings. The soils were logged by WSP personnel and screened for
organic vapors using field-calibrated photoionization detector (PID). Soil boring logs are provided in
Appendix B.
Soil borings SB-101, SB-102, and SB-104 exhibited PID readings of zero parts per million (ppm) throughout the
length of the soil cores. In soil boring SB-103, PID reading were recorded above zero ppm in soil retrieved
from the 21 to 25 feet bgs interval, with the highest reading of 50 ppm. Based on the screening data, two soil
samples were collected from each boring from two predetermined depth intervals: one shallow sample at
approximately 10 feet bgs; and one deep sample collected at the bottom of the boring. Sample depths were
adjusted in the field based on recovery so that sufficient amount of soil would be submitted for analysis. An
additional soil sample was collected from SB-103 from the depth interval where the highest PID reading was
observed. Actual sample depths are noted on the soil borings (Appendix B). One field duplicate sample was
collected from SB-103 for quality control.
2.2 MONITORING WELLS INSTALLATION AND DEVELOPMENT
Upon completion of the soil sampling from each boring, a monitoring well was installed in the open borehole.
All monitoring wells were completed to an approximate depth of 35 feet bgs. The wells were constructed of
15-feet-2-inch diameter schedule 40 polyvinyl chloride (PVC) factory slotted (0.010-inch) well screen and 20
Utah Department of Transportation Maintenance Station No. 332 Project No. 2381400522
Soil and Groundwater Sampling Report
feet riser, and completed as flush-mounted, with an 8-inch diameter protective surface casing. Each
monitoring well annulus was backfilled with 10/20 grade washed silica sand to approximately 2 feet above the
top of the well screen, followed by hydrated medium bentonite chips placed above the sand pack to
approximately 1 foot below the surface. The surface seal of the well annulus was completed with cement.
Monitoring wells construction details are noted on the soil boring logs (Appendix A) and are summarized in
Table 1.
On March 6, 2024, WSP personnel returned to the Site to develop the wells. Well casing volumes were
calculated using depth to water (DTW) and depth to bottom (DTB) measurements. A minimum of three well
volumes were removed using disposable bailers until the water was mostly sediment free.
2.3 GROUNDWATER SAMPLING
On March 7, 2024, following monitoring wells development, water levels were gauged again and were found to
have complete recovery. Gauging information is summarized in Table 1. Prior to sampling, three additional
casing volumes of water were removed from the wells using new disposable bailers. During purging , the water
quality parameters of pH, conductivity, temperature, oxidation-reduction potential (ORP), and Dissolved
Oxygen were measured in the sampling water using YSI-556 multiprobe meter. The calculated and actual
purge volume data and the water quality parameters were recorded on field data sheets included in
Appendix C. After purging was complete, disposable bailers were used to collect groundwater samples from
the well into clean, laboratory-provided, 40-milliliter Volatile Organic Analysis (VOA) bottles.
2.4 SAMPLES HANDLING AND ANALYSIS
Collected soil and water samples were placed directly into new, clean, sample containers provided by the
analytical laboratory. Following collection, each sample was labeled with the sample identification number,
WSP project number, and date and time of sample collection, and placed in an ice filled cooler and chilled to
approximately 4° Celsius. Chain-of-custody forms were completed on-site to document delivery of the
samples to the analytical laboratory. The samples were submitted for analysis of BTEXN and TPH-GRO by
United State Environmental Protection Agency (US EPA) Method 8260, and for TPH-DRO by US EPA method
8015. Field quality control samples, including two field duplicates and two trip blank samples, were also
submitted for analysis. Samples were submitted to Pace Analytical in Mount Juliet, Tennessee.
2.5 INVESTIGATION DERIVED WASTE
Soil and water investigation derived waste (IDW) generated during drilling and sampling activities were
collected into steel 55-gallon DOT-approved drums and stored onsite for later disposal. To facilitate waste
removal and disposal, one soil sample was collected to establish a soil profile. The waste characterization
laboratory analytical results are included in Appendix D. Disposal manifest for IDW will be submitted to DERR
following completion of disposal activities.
2.6 MONITORING WELL ELEVATIONS SURVEY
Monitoring well elevations were surveyed in the field relative to Site benchmark which was assumed at
arbitrary elevation of 100 ft. Relative Top of Casing (TOC) elevations are presented in Table 1.
3.0 ENVIRONMENTAL SETTING
The Site is located approximately 2509 feet south and 103 feet east from the N4 corner of Section 16,
Township 28 South, Range 11 East, Salt Lake Base & Meridian. The local topography at the Site is moderately
Utah Department of Transportation Maintenance Station No. 332 Project No. 2381400522
Soil and Groundwater Sampling Report
flat. The area topography slopes gently to the north toward the Fremont River located approximately 0.24
miles at its point nearest to the Site. The Fremont River is the nearest surface water which trends from west
to east.
3.1 SITE SOIL TYPE
Soil samples collected during the February 2024 event were collected from the borings (SB-101 through SB-
104)at depths between 0 and 35 feet bgs. Soil encountered onsite at the shallow depths consisted of silty sand
to clayey silt from the ground surface to approximately 25 feet bgs and silty clay with interbedded silty sand
layers and consolidated gravels at depth from 25 feet bgs to the depth explored. Groundwater bearing zone
was observed at approximately 25 feet throughout all the borings.
3.2 GROUNDWATER DEPTH AND FLOW DIRECTION
Depth to groundwater at the Site was identified consistent throughout all four borings (Appendix B) at
approximately 25 feet bgs. Relative TOC elevations and DTW measurements collected on March 6, 2024 were
used to determine the relative groundwater elevations (Table 1). Potentiometric contours map was modeled
based on the relative groundwater elevations and is presented on Figure 3. Groundwater gradient at the Site
is approximately 0.005 foot per foot to the northeast.
4.0 ANALYTICAL RESULTS
Soil and groundwater samples analytical results from the February-March 2024 sampling events were
compared to the DERR ISLs. The analytical results and the ISLs for soil and groundwater are summarized in
Table 2 and Table 3, respectively. A copy of the laboratory analytical reports and chain-of-custody
documentation are attached to this Report as Appendix D. None of the analytical parameters, in any of the
soil or groundwater samples collected at the Site, exceeded their respective ISLs.
4.1 SOIL SAMPLING RESULTS
A total of nine parent soil samples were collected from four soil borings (SB-101 through SB-104). Low
concentration levels of TPH-DRO and BTEX, below their respective ISLs, were detected in all soil samples. Low
concentration levels of TPH-GRO, below the ISL, were detected in all soil samples except for the sample
collected at 9.5-10.5 feet bgs from SB-101.
The highest concentration level of TPH-DRO and TPH-GRO detected in the sample collected at 23.5-25 feet
bgs from SB-103, at 46.6 mg/kg and 8.82 mg/kg, below the ISLs of 500 mg/kg and 150 mg/kg, respectively.
4.2 GROUNDWATER SAMPLING RESULTS
A total of five groundwater samples were collected from onsite wells including the existing monitoring well
MW-26 and four newly installed monitoring wells (MW-101 through MW-104). TPH-DRO was detected in all
five groundwater samples at concentration levels ranging from 0.105 mg/L to 0.158 mg/L, below the ISL of 1
mg/L. TPH-GRO was detected in groundwater samples from MW-26, MW-102, MW-103, and MW-104 at
concentration levels ranging from 0.0395 mg/L to 0.0529 mg/L, below the ISL of 1 mg/L.
4.3 QUALITY ASSURANCE/QUALITY CONTROL
Quality Assurance/Quality Control (QA/QC) measures for the February-March sampling events included field
and laboratory QA/QC procedures. Samples were collected and submitted for analysis in general accordance
with soil and groundwater sampling and handling standard operating procedure (SOPs). All samples were
Utah Department of Transportation Maintenance Station No. 332 Project No. 2381400522
Soil and Groundwater Sampling Report
delivered to the analytical laboratory under chain-of-custody documentation in the correct temperature and
analyzed within the analytical method specified holding times. Field QC samples, including field duplicates
and trip blanks, were collected and submitted for analysis. Soil and groundwater QC samples analytical results
are included in Table 2 and Table 3, respectively. Upon review of the laboratory analytical reports, none of
the data was rejected based on QA/QC parameters, and the data is considered valid for the intended use.
5.0 CONCLUSIONS AND RECOMMENDATIONS
Based upon a review of the February-March, 2024 soil and groundwater sampling analytical data presented in
this Report and review of the historical data (Appendix A), it is concluded that the results are consistent with
previously reported data; that the extent of soil and groundwater contamination had been adequately
defined; and that the contaminants concentration levels remain well below the ISLs for all analytical
parameters.
Based on these findings it is recommended that Release FOF will be closed with no further action.
Utah Department of Transportation Maintenance Station No. 332 Project No. 2381400522
Soil and Groundwater Sampling Report
Figures
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S 100 W
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FN Hanksville Release\13 GIS
\_Sampling_Report\Figure 1 - Site Location Map.mxd) 3/18/2024 1:47:09 PM
Vicinity Map
Site Location Map
The map shown here has been created with all due and reasonable care and is strictlyfor use with WSP USA Project Number 23-814-00522. This map has not been certified by a licensed land surveyor, and any third party use of this map comes without warranties of any kind. WSP USA assumes no liability, direct or indirect, whatsoever for any such third party or unintended use.
23-814-00522EA3/18/2024
Job No.PM:Date:Scale:
FIGURE1
Legen d
Site Boundary
0 1,000500
Feet ±
1 in = 1,000 feet
Site Location
Utah Department of TransportationHanksville Station No. 332362 W 100 N, Hanksville, UtahFacility Identification No. 2000208, Release Site FOP
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Underground Storage Tank System(removed 1990)
Path: (\\corp.pbwan.net\GLB-E&I\US\USXSJ100-SLC1\ProjectF\Environmental\Projects\2023_Projects_(0501-0536)\2381400522 S
FN Hanksville Release\13 GIS\_Sampling_Report\Figure 2 - Site Layout Map.mxd) 3/18/2024 12:09:54 PM
Vicinity Map
The imagery service is provided by Google as part of a licenseagreement with the State of Utah.
Site Layout Map
Utah Department of TransportationHanksville Station No. 332362 W 100 N, Hanksville, UtahFacility Identification No. 2000208, Release Site FOP
The map shown here has been created with all due and reasonable care and is strictlyfor use with WSP USA Project Number 23-814-00522. This map has not been certified by a licensed land surveyor, and any third party use of this map comes without warranties of any kind. WSP USA assumes no liability, direct or indirect, whatsoever for any such third party or unintended use.
23-814-00522EA3/18/2024
Job No.PM:Date:Scale:
FIGURE2
Legen d
&<Monitoring Well Location
&<Former Monitoring Well Location*
DD DD Chain-Link Fence
0 3015
Feet ±
1 in = 30 feet
* Approximate Locations; Wells Abandoned/Destroyed
&<&<&<
&<
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Underground Storage Tank System(removed 2021)
Underground Storage Tank System(removed 1990)
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FN Hanksville Release\13 GIS\_Sampling_Report\Figure 3 - Potentiometric Surface Map.mxd) 3/18/2024 12:45:49 PM
Vicinity Map
The imagery service is provided by Google as part of a licenseagreement with the State of Utah.
Potentiometric Surface Map
Utah Department of TransportationHanksville Station No. 332362 W 100 N, Hanksville, UtahFacility Identification No. 2000208, Release Site FOP
The map shown here has been created with all due and reasonable care and is strictlyfor use with WSP USA Project Number 23-814-00522. This map has not been certified by a licensed land surveyor, and any third party use of this map comes without warranties of any kind. WSP USA assumes no liability, direct or indirect, whatsoever for any such third party or unintended use.
23-814-00522EA3/18/2024
Job No.PM:Date:Scale:
FIGURE3
Legen d
&<Monitoring Well Location
Groundwater Elevation Contour(see note)
Groundwater Flow
0 157.5
Feet ±
1 in = 15 feet
Note:Elevations measured relative to arbitrary site benchmark of 100'
Utah Department of Transportation Maintenance Station No. 332 Project No. 2381400522
Soil and Groundwater Sampling Report
Tables
Table 1: Monitoring Well Construction and Gauging Data
Well ID Date
Installed Date Gauged Well Diameter
(Inch)
Screen interval
(ft below TOC)
TOC Elevation^
(ft)
TD
(ft below TOC)
DTW
(ft below TOC)
Groundwater
Relative Elevation^
MW-26 10/2005 3/6/2024 2 20-35 99.82 33.33 23.96 75.86
MW-101 2/2024 3/6/2024 2 20-35 99.32 35.10 23.45 75.87
MW-102 2/2024 3/6/2024 2 20-36 99.74 34.05 23.90 75.84
MW-103 2/2024 3/6/2024 2 20-37 99.82 35.03 23.92 75.90
MW-104 2/2023 3/6/2024 2 20-38 99.84 35.64 24.03 75.81
Notes:
^Monitoring well elevations surveyed by WSP, March 2023; all elevations are relative to site datum
ft - feet
TOC - Top of Casing
DTW- depth to water
TD - total depth
Hanksville UDOT Station No. 332
Soil and Groundwater Sampling Report
Table 2: Soil Analytical Results
Method Analyte ISL Units Result Qual Result Qual Result Qual Result Qual Result Qual Result Qual Result Qual
8260B/
5030A TPH - GRO 150.0 mg/kg <0.183 0.467 J V3 0.554 B 0.4620 B J 0.542 B 8.82 0.498 J
8260 BENZENE 0.2 mg/kg 0.00395 0.00492 V3 0.00621 0.00213 0.00641 0.00504 0.00470
8260 ETHYLBENZENE 5.0 mg/kg 0.00174 0.0112 V3 0.00361 0.00772 0.00366 0.00311 0.0123
8260 METHYL TERT-BUTYL ETHER 0.3 mg/kg <0.000350 <0.000350 <0.000350 <0.000350 <0.000350 <0.000350 <0.000350
8260 NAPHTHALENE 51.0 mg/kg <0.00498 <0.00498 <0.00498 <0.00498 <0.00498 <0.00498 <0.00498
8260 TOLUENE 9.0 mg/kg 0.00510 0.0175 V3 0.00862 0.00849 0.00664 0.00480 J 0.0168
8260 XYLENES, TOTAL 142.0 mg/kg 0.00180 J 0.00310 V3 0.00274 J 0.0017 J 0.00379 0.00338 0.00303
8015 TPH - DRO 500.0 mg/kg 5.27 B 1.70 B J 39.5 B 1.52 B J 12.3 B 46.6 2.47 B J
Notes:
Non-detect results are reported less than the Method Detection Limit
ISL - Utah Initial Screening Level
TPH - total ptetroleum hydrocarbons
DRO - diesel range organics
GRO - gasoline range organics
mg/kg - milligrams per kilograms
Bold - Denotes analyte exceeded the ISL
Qual - Qualifiers
NA - not analyzed
Qualifiers:
J: The identification of the analyte is acceptable; the reported value is an estimate
J2: Surrogate recovery limits have been exceeded; values are outside lower control limits
J3: The associated batch QC was outside the established quality control range for precision
V3: The internal standard exhibited poor recovery due to sample matrix interference. The analytical results will be biased high.
B: The same analyte is found in the associated blank
SB-103 (23.5-25)
L1706989-07
2/15/2024
SB-103 (31.5-32.5)
L1706989-09
2/15/2024Sample Date 2/15/2024 2/15/2024 2/14/2024 2/14/2024 2/15/2024
Lab Sample ID L1706989-05 L1706989-06 L1706989-03 L1706989-04 L1706989-08
Sample ID SB-101 (9.5-10.5) SB-101 (31.5-32.5) SB-102 (9.5-10.5) SB-102 (34-35) SB-103 (9.5-10.5)
Hanksville UDOT Station No. 332
Soil and Groundwater Sampling Report Page 1 of 2
Table 2: Soil Analytical Results
Method Analyte ISL Units
8260B/
5030A TPH - GRO 150.0 mg/kg
8260 BENZENE 0.2 mg/kg
8260 ETHYLBENZENE 5.0 mg/kg
8260 METHYL TERT-BUTYL ETHER 0.3 mg/kg
8260 NAPHTHALENE 51.0 mg/kg
8260 TOLUENE 9.0 mg/kg
8260 XYLENES, TOTAL 142.0 mg/kg
8015 TPH - DRO 500.0 mg/kg
Notes:
Non-detect results are reported less than the Method Detection Limit
ISL - Utah Initial Screening Level
TPH - total ptetroleum hydrocarbons
DRO - diesel range organics
GRO - gasoline range organics
mg/kg - milligrams per kilograms
Bold - Denotes analyte exceeded the ISL
Qual - Qualifiers
NA - not analyzed
Qualifiers:
J: The identification of the analyte is acceptable; the reported value is an estimate
J2: Surrogate recovery limits have been exceeded; values are outside lower control limits
J3: The associated batch QC was outside the established quality control range for precision
V3: The internal standard exhibited poor recovery due to sample matrix interference. The analytical results will be biased high.
B: The same analyte is found in the associated blank
Sample Date
Lab Sample ID
Sample ID
Result Qual Result Qual Result Qual Result Qual
0.534 B 0.710 B 55.1 <0.108
0.00413 0.00514 <0.00938 <0.0000941
0.00317 0.00945 0.00794 J <0.000137
<0.000350 <0.000350 <0.00875 J3 <0.000101
<0.00498 <0.00498 <0.125 <0.00100
0.00651 0.0129 <0.0308 <0.000278
0.00269 J 0.00303 0.0238 J <0.000174
6.12 5.21 B 44.5 NR
SB-104 (9.5-10.5)
L1706989-01
2/14/2024
SB-104 (24-25)
L1706989-02
2/14/2024 2/15/2024 2/15/2024
DUP-021524 Trip Blank
L1706989-10 L1706989-13
Hanksville UDOT Station No. 332
Soil and Groundwater Sampling Report Page 2 of 2
Table 3: Groundwater Analytical Results
Method Analyte ISL Units Result Qual Result Qual Result Qual Result Qual Result Qual Result Qual Result Qual
8015D/GRO TPH - GRO 1.0 mg/L <0.0314 0.0480 B J 0.0398 B J 0.0529 B J 0.0395 B J 0.0330 B J NA
8260B BENZENE 0.005 mg/L <0.0000941 <0.0000941 <0.0000941 <0.0000941 <0.0000941 <0.0000941 <0.0000941
8260B TOLUENE 1.0 mg/L <0.000278 <0.000278 <0.000278 <0.000278 <0.000278 <0.000278 <0.000278
8260B ETHYLBENZENE 0.7 mg/L <0.000137 <0.000137 <0.000137 <0.000137 <0.000137 <0.000137 <0.000137
8260B XYLENES, TOTAL 10 mg/L <0.000174 0.000218 J <0.000174 <0.000174 <0.000174 <0.000174 <0.000174
8260B METHYL TERT-BUTYL ETHER 0.2 mg/L <0.000101 <0.000101 <0.000101 <0.000101 <0.000101 <0.000101 <0.000101
8260B NAPHTHALENE 0.7 mg/L <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100
3511/8015 TPH - DRO 1.0 mg/L 0.135 B 0.119 B 0.105 B 0.158 B 0.109 B 0.134 B NA
Notes:
Non-detect results are reported less than the Method Detection Limit
ISL - Utah Initial Screening Level
TPH - total ptetroleum hydrocarbons
DRO - diesel range organics
GRO - gasoline range organics
mg/L - milligrams per liter
Bold - Denotes analyte exceeded the ISL
Qual - Qualifiers
NA - not analyzed
Qualifiers:
J: The identification of the analyte is acceptable; the reported value is an estimate
B: The same analyte is found in the associated blank
3/7/2024 3/7/2024
L1713760-09 L1713760-11
3/7/2024 3/7/2024 3/7/2024Sample Date
MW-101
3/7/2024 3/7/2024
L1713760-08
MW-102 MW-103 MW-104 MW-26
L1713760-10
Trip BlankDUP-030724Sample ID
Lab Sample ID L1713760-01 L1713760-13L1713760-12
Hanksville UDOT Station No. 332
Soil and Groundwater Sampling Report Page 1 of 1
Utah Department of Transportation Maintenance Station No. 332 Project No. 2381400522
Soil and Groundwater Sampling Report
Appendix A
Historical Data
J .,..
0 30'
-x -x -x LEGEND
--x Gatte X -X -X 7
♦New Monitoring Well Location (Installed October 2005)Used Oil
AST X I ♦Existing Monitoring Well Location (Prior to 2005)
S Boring Location (Installed August 1990)
Pre-Existing Wells (Destroyed/Lost)
>< I
60'
Geoprobe Boring Location (Installed April 1998) ><
I
>< I
><
>< I
>< I Q) >< 0 C I ffl "'O C Q) Q) .c cW >< 'iij I �
X
><
MW-18
><
Propane�'
Tank x
Current UST x System
B-4
Truck Wash
and
Salt Storage
><
><
>< I
>< I
X
V-s I
s
B-3
B-2 W 1 i::. >< I
X I
V\, 6 Ml 8 ><
;.
♦ViW-21 ♦X
V 1 MW-4 ♦MW-24 ♦MW-3
MW-25 ... ♦.-+-MW-23 . )x .
MW-10 ♦
-------.,; MW-26-+-MW-2 +Neighboring
Mv[l'
: ♦ /Trailer -�
\
•MW-5 /+
MW-1 +
M:-22 Fo:rner UST
N-i 1 Locations I Domestic
\ Supply x Well ,><
120' ---Lx _ex -�- -x -x J _/ Gale
Approximate Scale: 1 11 = 60'
KLEINFELDER
849 West Levoy Drive, Suite 200
Salt Lake City, Utah 84123-2544
PH. (801) 261-3336 fAX. (801) 261-3306
www.kleinfelder.com
DRAWN: 04/25/2007 APPROVED BY·
Propane Tank M\A-16
SITE PLAN
UDOT Maintenance Station #332
Hanksvile�Ulah
PROJECT NO. 75138.005 FILE NAME: SLC7d079.dw
1 DRAWN BY: s.c.
K.R.
~ CHECKED BY: K.S.
, FIGURE
1
@ by Kleinfelder Inc., 2007
37
Ex.
B-3
G2
TableA-2
Historical Groundwat--11:levation Data and Analytical Results -Groundwater Mor"-lring
:aksville UDOT Maintenance Station #332
MW-1 08/08/90 CTC 97.37 ND 13 1.1 1.4 0.15 0.83 NA NA
05/20/91 CTC 97.37 ND 4.8 1.1 0.3 0.12 0.32 NA NA
02/26/92 CTC 97.37 ND <1 0.121 0.0377 0.0218 0.0898 NA NA
08/08/92 CTC 97.37 ND 2.7 0.345 0.0822 0.0285 0.0898 NA NA
01/08193 CESI 97.37 ND <0.5 0.0953 0.0089 0.0068 0.0206 <0.002 NA
04/07/93 CESI 97.37 ND <0.5 0.0183 <0.002 <0.002 <0.006 <0.002 NA
11/17/93 CESI 97.37 18.63 78.74 Data Not Available
01/07/94 EWP 4,298.79 20.28 4,278.51 <0.5 0.201 0.0065 0.0256 0.0232 <0.002 <0.002·
03/30/94 EWP 4,298.79 20.69 4,278.10 Measured Water Levels Only
07/20/94 EWP 4,298.79 18.99 4,279.80 <0.5 0.0412 0.0031 0.0104 0.0088 <0.002 NA
02/15/95 EWP 4,298.79 19.70 4,279.09 <0.5 0.0365 <0.002 0.0301 0.0062 <0.002 NA
09/20/95 EWP 4,298.79 18.81 4,279.98 <0.5 0.074 0.005 0.0234 0.019 <0.002 NA
01/03196 EWP 4,298.79 19.69 4,279.10 <0.5 0.0161 <0.002 0.0155 0.0073 <0.002 NA
07/01/96 EWP 4,298.79 20.31 4,278.48 <0.5 0.0031 <0.002 <0.002 <0.006 <0.002 NA
07/29/97 EWP 4,298.79 2208 4,276.71 <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 NA
06fl5/98 EWP 4,298.79 22.32 4,276.47 <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 <0.002
08/26/98 EWP 4,298.79 22.35 4,276.44 Measured Water Levels Only, Well Not Sampled
05/12/99 EWP 4,298.79 23.00 4,275.79 <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 <0.002
04f22/03 KA 4,298.79 24.10 4,274.69 Measured Water Levels Only, Well Not Sampled
10/09/03 KA 4,298.79 24.10 4,274.69 Measured Water Levels Only, Well Not Sampled
04120/04 KA 4,298.79 23.85 4,274.94 Measured Water Levels Only, Well Not Sampled
12/16/04 KA 4,298.79 24.49 4,274.30 Measured Water Levels Only, Well Not Sampled
04126/05 KA 4,298.79 23.84 4,274.95 Measured Water Levels Only, Well Not Sampled
10/26/05 KA 4,298.79 24.19 4,274.60 Measured Water Levels Onl , Well Not Sam led
MW-2 08/08/90 CTC 97.54 ND 20 1.9 1.5 0.36 0.74 NA NA
05/20/91 CTC 97.54 ND Well Not Sampled
02/26/92 CTC 97.54 ND 1.8 2.13 0.0703 0.0675 0.1055 · NA NA
08/08/92 CTC 97.54 ND 5.6 0.0245 0.0398 0.0373 0.1247 NA NA
01/08193 CESI 97.54 ND <0.5 0.0557 <0.002 <0.002 <0.006 <0.002 NA
04/07/93 CESI 97.54 ND <0.5 0.0077 0.0025 <0.002 <0.006 <0.002 NA
11/17/93 CESI 97.54 19.32 78.22 Data Not Available
01/07/94 EWP 4,298.96 20.18 4,278.78 <0.5 <0.002 <0.002 <0.002 <0.006 NA
03/30/94 EWP 4,298.96 21.20 4,277.76 Measured Water Levels Only
07/20/94 EWP 4,298.96 19.81 4,279.15 <0.5 <0.002 <0.002 . <0.002 <0.006 <0.002 NA
02/15/95 EWP 4,298.96 20.37 4,278.59 <0.5 <0.002 <0.002 _<0.002 <0.006 <0.002 NA
09/20/95 EWP 4,298.96 19.56 4,279.40 <0.5 <0.002 <0.002 <0.002 <0.006. <0.002 NA
01/03196 EWP 4,298.96 20.31 4,278.65, <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 NA
07/01/96 EWP 4,298.96 21.12 4,277.84 <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 NA I07/29/97 EWP 4,298.96 22.85 4,276.11 <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 <0.002
06/25/98 EWP 4,298.96 22.90 4,276.06 <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 <0.002
08/26/98 EWP 4,298.96 22.99 4,275.97 Me�sured Water Levels Only, Well Not Sampled
05/12/99 EWP 4,298.96 23.58 4,275.38 Measured Water Levels Only (Not representative of aquifer conditions), Well not Sampled
04/22/03 KA 4,298.96 ND Dry Well
10/09/03 KA 4,298.96 ND Dry Well
04/20/04 KA 4,298.96 ND DryWell
12/16/04 KA 4,298.96 ND Ory Well
04126/05 KA 4,298.96 ND Dry Well
10/26/05 KA 4,298.96 ND D Well
MW-3 08/08/90 CTC 97.58 ND 3.30 0.36 0.034 0.019 0.029 NA NA
05/20/91 CTC 97.58 ND NS NS NS NS NS NS NS
02/26/92 CTC 97.58 NO <1 <0.001 <0.001 <0.001 <0.002 NA NA
08/08/92 CTC 97.58 ND 4.30 <0.001 <0.001 <0.001 <0.002 NA NA
01/08/93 CESI 97.58 ND <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 NA
04/07/93 CESI 97.58 ND <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 NA
11/17/93 CESI 97.58 19.67 . 77.91 Data Not Available
01/07/94 EWP 4,298.99 20.50 4,278.49 <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 NA
03/30/94 EWP 4,298.99 21.51 4,277.48 Measured Water Levels Only, Well Not Sampled
07/20/94 EWP 4,298.99 20.24 4,278.75 <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 NA
02/15/95 EWP 4,298.99 20.70 4,278.29 <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 NA
09/20/95 EWP 4,298.99 19.98 4,279.01 <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 NA
01/03196 EWP 4,298.99 20.61 4,278.38 <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 NA
07/01/96 EWP 4,298.99 21.39 4,277.60 <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 NA
07/29/97 EWP 4,298.99 23.07 4,275.92 <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 <0.002
06/25/98 EWP 4,298.99 23.17 4,275.82 <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 <0.002
08126/98 EWP 4,298.99 23.28 4,275.71 Measured Water Levels Only, Well Not Sampled
05/12/99 EWP 4,298.99 23.78 4,275.21 Measured Water Levels Only (Not representative of aquifer conditions), Well not Sampled
04/22/03 KA 4,298.99 ND Dry Well
10/09/03 KA 4,298.99 ND Dry Well
04/20/04 KA 4,298.99 ND Dry Well
12/16/04 KA 4,298.99 ND Ory Well
04126/05 KA 4,298.99 ND Ory Well
10/26/05 KA 4,298.99 ND D Well
UOAS/75138.005/SLC7L 135 Page 1 of 7 May9,2007
Copyright 2007 Kleinfelder
MW-4
MW-5
MW-6
Hlsto
08/08/90 CTC 97.63
· 05/20191 CTC 97.63,.
02/26/92 CTC 97.63
08/08/92 CTC 97.63
01/08193 CESr 97.63
0.W7/93 CESI 97.63
11/17/93 CESI 97.63
01/07/94 EWP 4,299.02
03/30/94 EWP 4,299.02
07/20/94 EWP 4,299.02
03/14/95 EWP 4,299.02
09/20/95 EWP 4,299.02
01/03/96 EWP 4,299.02
07/01/96 EWP 4,299.02
07/29/97 EWP 4,299.02
06/25/98 EWf> 4,299.02
08/26/98 EWP 4,299.02
05/12/99 EWP 4,299.02
04/22/03 KA 4,299.02
10/09/03 KA 4,299.02
04120/04 KA 4,299.02
12/16/04 KA 4,299.02
04/26/05 KA 4,299.02
10/26/05 KA 4,299.02
08/08/90 CTC 97.61
05/20/91 CTC 97.61
02/26/92 CTC 97.61
08/28/92 CTC 97.61
01/08/93 CESI 97.61
04/07/93 CESI 97.61
11/17/93 CESI 97.61
01/07/94 EWP 4,299.01
03/30/94 EWP 4,299.01
07/20/94 EWP 4,299.01
02/15/95 EWP 4,299.01
09/19/95 EWP 4,299.01
01/03/96 EWP 4,299.01
07/01/96 EWP 4,299.01
07/29/97 EWP 4,299.01
06/25/98 EWP 4,299.01
08/26/98 EWP 4,299.01
05/12/99 EWP 4,299.01
04/22/03 KA 4;299.01
10/09/03 KA 4,299.01
04/20/04 KA 4,299.01
12/16/04 KA 4,299.01
04126/05 KA 4,299.01
10/26/05 KA 4,299.01
09/14/90 CTC 98.00
05/20/91 CTC 98.00
02/26/92 CTC 98.00
08/08/92 CTC 98.00
01/08193 CESI 98.00
0.W7/93 CESI 98.00
� 1/17/93 CESI 98.00
01/07/94 EWP 4,299.37
03/30/94 EWP 4,299.37
07/20/94 EWP 4,299.37
02/15/95 EWP 4,299.37
09/19/95 EWP 4,299.37
01/02/96 EWP 4,299.37
07/01/96 EWP 4,299.37
07/29/97 EWP 4,299.37 .
06/25/98 EWP 4,299.37
08/26/98 EWP 4,299.37
05/12/99 EWP 4,299.37
UDAS/75138.005/SLC7L 135
Copyright 2007 Kleinfelder.
Table A-2
roundwater Elevation Data and Analytical Results -
Hanksville UDOT Maintenance Station #33�
r Monitoring
ND 19 2.1 1.1 0.2 0.52 NA NA
ND NS NS NS NS NS NS NS
ND 1.7 1.2 0.041 0.028 <0.05 NA NA
ND 3.5 12.4 0.141 0.337 <0.05 NA NA
ND <0.5 0.499 <0.002 <0.002 <0.006 <0.002 NA
ND <0.5 0.0994 <0.002 <0.002 · <0.006 <0.002 NA
19.64 77.99 Data Not Available
20.48 <0.5 0.0374 <0.002 <0.002 <0.006 <0.002 ·NA
21.54 4,277.48 Mea�ured Water Levels Only
20.18 4,278.84 <0.5 0.0102 <0.002 <0.002 <0.006 <0.002 NA
20.66 4,278.36 <0.5 0.0024 <0.002 <0.002 <0.006 <0.002 NA
19.90 4,279.12 <0.5 0.005 <0.002 <0.002 <0.006 <0.002 NA
20.61 4,278.41 <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 NA
21.21 4,277.81 <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 NA
23.60 4,275.42 <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 NA
23.47 4,275.55 Well Not Sampled-Insufficient Water in Well
23.25 4,275.77 Measured Water Levels Only, Well Not Sampled
23.69 4,275.33 Measured Water Levels Only (Not representative of aquifer conditions), Well not Sampled
DryWell
DryWell
Dry Well
DryWell
DryWell
D Well
ND 150 25 45 1.9 13 NA NA ND NS NS NS NS NS NS NS
ND 880 20.4 33.4 2.34 13.87 NA NA
ND 18700 46.3 66.6 1.2 16.1 NA NA
ND 140 13.5 46.1 3.51 21.7 0.283 NA
ND 61 3.92 5.08 1.12 4.34 0.316 NA
19.32 78.29 Data Not Available
LH Well not sampled because of liquid hydrocarbons
21.29 21.37 0.08 4,277.64 Measured Water Levels Only
19.81 4,279.20 , Well not sampled because of liquid hydrocarbons
20.36 20.37 0.01 4,278.64 · Well not sampled because of liquid hydrocarbons
19.55 19.56 0.01 4,279.45 Well not sampled because of liquid hydrocarbons
20.31 4,278.70 Well not sampled because of liquid hydrocarbons
21.08 4,277.93 56.8 2.36 3.23 2.26 6.24 0.388 NA
22.70 23.28 0.58 4,275.73 Well not sampled because of liquid hydrocarbons
23.47 23.47 0.01 4,275.54 Well not sampled because of liquid hydrocarbons
23.24 23.25 0.01 4,275.76 Measured water & liquid hydrocarbon _levels only-well not sampled
23.60 23.68 . 0.08 4,275.48 Measured Water Levels Only (Not representative of aquifer conditions), Well not Sampled
24.04 4,274.97 Measured Water Levels Only, Well Not Sampled·
24.09 4,274.92 Measured Water Levels Only, Well Not Sampled
23.83 4,275.18 Measured Water Levels Only, Well Not Sampled
Measured Water Levels Only, Well Not Sampled
Measured Water Levels Only, Well Not Sampled
Measured Water Levels Onl , Well Not Sam led
ND 0.02 <0.002 <0.002 <0.002 <0.002 NA NA
ND <.02 <0.002 <0.002 <0.002 <0.002 NA NA
ND <1 <0.001 <0.001 <0.001 <0.002 NA NA
ND <1 <0.001 <0.001 <0.001 <0.002 NA NA
ND <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 NA
ND <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 NA
20.18 77.82 Data Not Available
21.00 4,278.37 <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 NA
22.09 4,277.28 Measured Water Levels Only
20.25 4,279.12 <0.5 <0.002 <0.002· <0.002 <0.006 <0.002 NA
21.20 4,278.17 <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 NA
20.47 4,278.90 <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 NA
21.12 4,278.25 <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 NA
21.68 4,277.69 <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 NA
23.39 4,275.98 <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 NA
23.67 4,275.70 Well Not Sampled-Insufficient Water in Well
23.62 4,275.75 Measured Water Levels Only, Well Not Sampled
DRY D Well
Page 2of7 May 9,2007
TableA-2
Historical Groundwarl;levation Data and Analytical Results -Groundwater Mor�ng
1ksville UDOT Maintenance Station #332
09/1419() CTC 0.2 0.13 <0.002 <0.002
05/20/91 CTC No data, well destroyed No data, well destroyed
02/26/92 CTC No data, well destroyed No data, well destroyed
08/28/92 CTC No data, well destroyed No data, well destroyed
01/08/93 CESI No data, well destroyed No data, well destroyed
04/07/93 CESI No data, well destroyed No data, well destroyed
11/17/93 CESI No data, well destroyed No data, well destroyed
01/07/94 EWP No data, wen destroyed No data, well destroyed
03/30/94 EWP No data, well destroyed No data. well destroyed
07/20i94 EWP No data, well destroyed No data, well destroyed
02/15/95 EWP No data. well destroyed No data, well destroyed
09/19/95 EWP No data, well destroyed No data, weU destroyed
01/03/96 EWP No data, well destroyed No data, well destroyed
07/01/96 EWP No data, well destroyed No data, well destroyed
07/29/97 EWP No data, well destroyed No data, wen destroyed
06/25/98 EWP No data, well destroyed No data, well destroyed
08/26/98 EWP No data, well destroyed No data, wen destroyed
05/12/99 EWP No data, well destro ed No data, well destro ed
MW-8 09/1419() CTC ND <.02 <0.002 <0.002 <0.002 <0.002 NA NA
05/20/91 CTC ND Well not sampled
02/26/92 CTC ND <1 <0.001-<0.001 <0.001 <0.002 NA NA
08/28/92 CTC ND <1 <0.001 <0.001 <0.001 <0.002 NA NA
01/08/93 CESI ND <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 NA
04/07/93 CESI ND Well not sampled
11/17/93 CESI NM Data Not Available
01/07/94 EWP 4,298.20 19.94 4,278.26 <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 NA
03/30/94 EWP 4,298.20 21.00 4,277.20 Measured Water Levels Only, Well Not Sampled
07/20/94 EWP 4,298.20 19.81 4,278.39 Measured Water Levels Only, Well Not Sampled
02/15/95 EWP 4,298.20 20.14 4,278.06 Measured Water Levels Only, Well Not Sampled
09/19/95 EWP 4,298.20 No data, well lid stuck shu Measured Water Levels Only, Well Not Sampled
01/03/96 EWP 4,298.20 20.06 4,278.14 Measured Water Levels Only, Well Not Sampled
07/01/96 EWP 4,298.20 20.97 4,277.23 Measured Water Levels Only, Well Not Sampled
07/29/97 EWP 4,298.20 22.58 4,275.62 Measured Water Levels Only, Well Not Sa mpled
06/25/98 EWP 4,298.20 NM Well Not Sampled
08126/98 EWP 4,298.20 22.76 4,275.44 Measured Water Levels Only, Well Not Sampled
05/12/99 EWP 4,298.20 23.18 4,275.02 Measured Water Levels Onl Not re resentative of a uifer conditions , Well not Sam led
MW-9 09/14/90 CTC 97.16 ND <.02 <0.002 <0.002 <0.002 <0.002 NA NA
05/20/91 CTC 97.16 ND Well not sampled.
02/26/92 CTC 97.16 ND <1 <0.001 <0.001 <0.001 <0.002 ,NA NA
08/28/92 CTC 97.16 ND <1 <0.001 <0.001 <0.001 <0.002 NA
01/08/93 CESI 97.16 ND <0.5 <0.002 <0.002 <0.002 <0.006 NA
04/07/93 CESI 97.16 ND Well not sampled .
11/17/93 CESI 97.16 19.30 77.86 Data Not Available
01/07/94 EWP 4,298.58 20.13 4,278.45 <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 NA
03/30/94 EWP 4,298.58 21.09 4,2TT.49 Measured Water Levels Only, Well Not Sampled
07/20/94 EWP 4,298.58 19.94 4,278.64 Measured Water Levels Only, Well Not Sampled
02/15/95 EWP 4,298.58 20.29 4,278.29 Measured Water Levels Only, Well Not Sampled
09/19/95 EWP 4,298.58 19.65 4,278.93 Measured Water Levels Only, Well Not Sampled
01/03/96 EWP 4,298.58 20.22 4,278.36 Measured Water Levels Only, Well Not Sampled
07/01/96 EWP 4,298.58 21.18 4,2TT.40 Measured Water Levels Only, Well Not Sampled
07/29/97 EWP 4,298.58 22.83 4,275.75 Measured Water Levels Only, Well Not Sampled
06/25/98 EWP 4,298.58 NM Well not sampled
08/26/98 EWP 4,298.58 23.07 4,275.51 Measured Water Levels Only, Well Not Sampled
05/12/99 EWP 4,298.58 23.55 4,275.03 Measured Water Levels Onl Not re resentative of a uifer conditions • Well ,not Sam led
MW-10 09/14/90 CTC ND 0.03 0.0024 <0.002· <0.002 <0.002 NA .NA
05/20/91 CTC ND Well not sampled
02/26/92 CTC ND <1 <0.001 <0.001 <0.001 "<0.002 NA
08/28/92 CTC ND <1 <0.001 <0.001 <0.001 <0.002 NA
01/08/93 CESI ND <0.5 ·<0.002 <0.002 <0.002 <0.006 NA .
04/07/93 CESI ND Well not sampled
11/17/93 CESI 18.84 Data Not Available
01/07/94 EWP 4,298.44 19.71 4,278.73 <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 NA
03/30/94 EWP 4,298.44 Well not located Well not located
07/20/94 EWP 4,298.44 Well not located Well not located
02/15/95 EWP 4,298.44 Well not located Well not located
. 09/19/95 EWP 4,298.44 Well not located Well not located
01/03/96 EWP 4,298.44 Well not located Well not located
07/01/96 EWP 4,298.44. Well not located Well not located
07/29/97 EWP 4,298.44 Well not located Well not located
06/25/98 EWP 4,298.44 Well not located Well not located
08/26/98 EWP 4,298.44 Well not located Well not located
05/12/99 EWP 4,298.44 Well not located Well not located
UDAS/75138.005/SLC7L 135 Page 3 of 7 May 9,2007
Copyright 2007 Kleinfelder
MW-11
MW-12
MW-13
Hist ..
09/14/90 CTC 97.62
05/20/91 CTC 97.62
02/26/92 CTC 97.62
08/28/92 CTC 97.62
01108/93 CESI 97.62
04/07/93 CESI 97.62
11/17/93 CESI 97.62
01/07/94 EWP 4,298.38
03/30/94 EWP 4,298.38
07/20/94 EWP 4,298.38
02/15195 EWP 4,298.38
09/19/95 EWP 4,298.38
01103196 EWP 4,298.38
. 07101/96 EWP 4,298.38
07/29/97 EWP 4,298.38
06/25/98 EWP 4,298.38
08/26/98 EWP 4,298.38
05/12/99 EWP 4,298.38
09/14/90 CTC
05/20/91 CTC
02/26/92 CTC
08/28/92 CTC
01/08/93 CESI
04/07/93 CESI
11/17/93 CESI ?????
01107/94 EWP 4,299.00
03/30/94 EWP 4,299.00
07/20/94 EWP 4,299.00
02/15/95 EWP 4,299.00
09/19/95 EWP 4,299.00
01103196 EWP 4,299.00
07101/96 EWP 4,299.00
07/29/97 EWP 4,299.00
06/25/98 EWP 4,299.00
08/26/98 EWP 4,299.00
05/12/99 EWP 4,299.00
04/22/03 KA 4,299.00
10109/03 KA 4,299.00
04/20/04 KA 4,299.00
12/16/04 KA 4,299.00
04/26/05 KA 4,299.00
10/26/05 KA 4,299.00
09/14/90 CTC 97.85
05/20/91 CTC 97.85
02/26/92 CTC 97.85
08/28/92 CTC 97.85
01108/93 CESI 97.85
04/07/93 CESI 97.85
11/17/93 CESI 97.85
01/07/94 EWP 4,299.23
03/30/94 EWP 4,299.23
07/20/94 EWP 4,299.23
02/15/95 EWP 4,299.23
09/19/95 EWP 4,299.23
01/03196 EWP 4,299.23
07/01/96 EWP 4,299.23
07/29/97 EWP 4,299.23
06/25/98 EWP 4,299.23
08/26/98 EWP 4,299.23
05/12/99 EWP 4,299.23
UDAS/75138.005/SLC7L 135
Copyright 2007 Kleinfelder
TableA-2
roundwater Elevation Data and Analytical Results -
Hanksville UDOT Maintenance Station #33 ..
ND 0.09 0.036 0.021 <0.002 0.0027 NA NA
ND Well not sampled
ND <1 <0.001 <0.001 <0.001 <0.002 NA NA
ND Well not sampled
ND <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 NA
ND <0.5 <0.002 <0.002 <0.002 . <0.006 <0.002 NA
17.98 79.64 Data Not Available
18.93 4,279.45 <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 NA
20.09 4,278.29 Measured Water Levels Only, Well Not Sampled
18.29 4,280.09 Measured Water Levels Only, Well Not Sampled
19.16 4,279.22 . Measured Water Levels Only, Well Not Sampled
18.19 4,280.19 Measured Water Levels Only, Well Not Sampled
19.13 4,279.25 Measured Water Levels Only, Well Not Sampled
19.88 4,278.50 Measured Water Leve� Only, Well Not Sampled
21.72 4,276.66 Measured Water Levels Only, Well Not Sampled NM Well Not Sampled
21.94 4,276.44 Measured Water Levels Only. Well Not Sampled
22.67 4,275.71 Measured Water Levels On Not re resentative of a uifer conditions • Well not Sam led ND 1.3 0.42 0.34 0.042 0.13 NA NAND Well not sampled ND <1 0.0116 <0.001 <0.001 0.0021 NA NA
ND <1 0.0341 <0.001 <0.001 NA NA
ND <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 NA
ND <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 NA
18.86 ????? Well not sampled
19.96 4,279.04 <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 NA
21.30 4,2TT.70 Data Not Available
19.55 4,279.45 <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 NA
20.24 4,278.76 <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 NA
19.23 4,279.77 <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 NA
20.36 4,278.64 <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 NA
20.75 4,278.25 · <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 NA
22.48 4,276.52 <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 <0.002
22.75 4,276.25 <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 <0.002
22.75 4,276.25 Measured Water Levels Only, Well Not Sampled
23.31 4,275.69 <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 <0.002
DRY Measured Water Levels Only, Well Not Sampled
24.54 4,274.46 Measured Water Levels Only, Well Not Sampled
24.21 4,274.79 Measured Water Levels Only, Well Not Sampled NA Well Not Acessible Due to Asphalt Covering NA Well Not Acessible Due to Asphalt Covering NA Well Not Acessible Due to As halt Coverin
ND 1.1 0.61 0.12 0.Q11 0.004 NA NA
ND Well not sampled
ND <1 <0.001 <0.001 <0.001 <0.002 NA NA
ND <1 <0.001 <0.001 <0.001 <0.002 NA NA
ND <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 NA
ND Data Not Available
19.58 78.27 <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 NA
20.41 4,278.82 <.0.5 <0.002 <0.002 <0.002 <0.006 <0.002 NA
21.60 4,277.63 Measured Water Levels Only, Well Not Sampled
20.05 4,279.18 Measured Water Levels Only, Well Not Sampled
20.63 4,278.60 Measured Water Levels Only, Well Not Sampled
19.79 4,279.44 Measured Water Levels Only, Well Not Sampled
20.56 4,278.67 Measured Water Levels Only, Well Not Sampled
21.00 4,278.23 Measured Water Levels Only, Well Not Sampled
22.90 4,276.33 Measured Water Levels Only, Well Not Sampled NM Well Not Sampled
23.17 4,276.06 Measured Water Levels Only, Well Not Sampled
23.68 4,275.55 Measured Water Levels Onl Not re resentative of a uifer conditions , Well not Sam led
Page 4of 7 May 9, 2007
I
MW-15
MW-16
MW-17
09/14/90 CTC
05/20/91 CTC
02/26/92 CTC
08/28/92 CTC
01/08193 CESI
04/07193 CESI
11/17193 CESI
01/07194 EWP
03/30194 EWP
07/20194 EWP
02/15195 EWP
09/19195 EWP
01/03196 EWP
07/01196 EWP
07/29197 EWP
06/25198 EWP
08/26/98 EWP
05/12/99 EWP
10/26/90 CTC
05/20191 CTC
02/26192 CTC
08/28/92 CTC
01/08/93 CESI
04/07/93 CESI
. 11/17/93 CESI
01/07194 EWP
03/30194 EWP
07/20194 EWP
02/15195 EWP
09/20195 EWP
01/03196 EWP
07/01196 EWP
07/29197 EWP
06/25/98 EWP
08/26198 EWP
05/12/99 EWP
10/26/90 CTC
05/20191 CTC
02/26192 CTC
08/28/92 CTC
01/08193 CESI
04/07193 CESI
11/17193 CESI
01/07194 EWP
03/30194 EWP
07/20194 EWP
02/15195 EWP
09/19195 EWP
01/03196 EWP
07/01196 EWP
07/29197 EWP
06/25/98 EWP
08/26198 EWP
05/12/99 EWP
10/26/90 CTC
05/20191 CTC
02/26/92 CTC
08/28192 CTC
01/08193 CESI
04/07193 CESI
11/17193 CESI
01/07/94 EWP
03/30194 EWP
07/20194 EWP
02/15/95 EWP
09/19/95 EWP
01/03196 EWP
07/01196 EWP
07/29197 EWP
06/25198 EWP
08/26/98 EWP.
05/12/99 EWP
TableA-2
Historical GroundwaJer �levation Data and Analytical Results -Groundwater Mooitoring
1ksville UDOT Maintenance Station #332
ND <0.002 ND Well not sampled ND <1 <0.001 <0.001 <0.001 <0.002 NA ND <1 <0.001 <0.001 <0.001 <0.002 NA ND <0.5 <0.002 <0.002 <0.002 <0.006 <0.002
ND Well Not Sampled
19.58 82.27 Data Not Available
20.41 4,276.55 <0.5 <0.002 <0.002 <0.002 <0.006 <0.002
21.60 4,275.36 Measured Water Levels Only, Well Not Sampled
20.05 4,276.91 Measured Water Levels Only, Well Not Sampled
20.63 4,276.33 Measured Water Levels Only, Well Not Sampled
19.79 4,2n.11 Measured Water Levels Only, Well Not Sampled
20.56 4,276.40 Measured Water Levels Only, Well Not Sampled
19.61 4,2n.35 Measured Water Levels Only, Well Not Sampled ND No data, well silted in NM No data, well silted in NM No data, well silted in NM No data, well silted in
Data Not Available 0.07 0.071 <0.002 <0.002 <0.002 <0.002
No data, wen destroyed No data, well destroyed
No data, well destroyed No data, well destroyed
No data, well destroyed No data, well destroyed
No data, well destroyed No data, well destroyed
No data, well destroyed No data, well destroyed
No data, well destroyed No data, well destroyed
No data, well destroyed No data, well destroyed
No data, well destroyed No data, well destroyed
No data, well destroyed No data, well destroyed
No data, well destroyed No data, well destroyed
No data, well destroyed No data, well destroyed
No data, well destroyed No data, well destroyed
No data, well destroyed No data, well destroyed
No data, well destroyed No data, well destroyed
No data, well destroyed No data, well destroyed
No data, well destroyed No data, well destroyed
No data, well destro ed No data, well destro ed
96.46 ND <.02 <0.002 <0.002 <0.002 <0.002 <0.002
96.46 ND Well not sampled
96.46 ND <1 <0.001 <0.001 <0.001 <0.002 NA
96.46 ND <1 <0.001 <0.001 <0.001 <0.002 NA
96.46 ND <0.5 <0.002 <0.002 <0.002 . <0.006 <0.002
96.46 ND Well not sampled
96.46 17.19 79.27 Data Not Available
4,297.91 18.14 4,279.n <0.5 <0.002 <0.002 <0.002 <0.006 <0.002
4,297.91 19.30 4,278.61 Measured Water Levels Only; Well Not Sampled
4,297.91 17.30 4,280.61 Measured Water Levels Only; Well Not Sampled
4,297.91 18.30 4,279.60 Measured Water Levels Only; Well Not Sampled
4,297.91 17.28 4,280.63 Measured Water Levels Only; Well Not Sampled
4,297.91 18.32 4,279.59 Measured Water Levels Only; Well Not Sampled
4,297.91 19.08 4,278.83 Measured Water Levels Only; Well Not Sampled
4,297.91 20.93 4,276.98 Measured Water Levels Only; Well Not Sampled
4,297.91 NM Well Not Sampled
4,297.91 21.15 4,276.76 Measured Water Levels Only; Well Not Sampled
NA
NA NA
NA
<0.002
<0:002
NA NA NA
NA
4,297.91 22.01 4,275.90 Measured Water Levels Onl Not re resentative of a uifer conditions , Well not Sam led
97.31 ND <.02 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002
97.31 NO Well not sampled
97.31 ND <1 <0.001 <0.001 <0.001 <0.002 NA NA
97.31 NO <1 <0.001 <0.001 <0.001 <0.002 NA NA
97.31 ND <.05 <0.002 <0.002 <0.002 <0.006 <0.002 NA
97.31 ND Well not sampled
97.31 18.04 79.27 Data Not Available
4,298.70 18.97 4,279.73 <.05 <0.002· <0.002 <0.002 <0.006 <0.002 NA
4,298.70 20.25 4,278.45 Measured Water Levels Only; Well Not Sampled
4,298.70 18.29 4,280.41 <.05 <0.002 <0.002 <0.002 <0.006 <0.002 NA
4,298.70 19.18 4,279.52 <.05 <0.002 <0.002 <0.002 <0.006 <0.002 NA
4,298.70 18.19 4,280.51 <.05 <0.002 <0.002 <0.002 <0.006 <0.002 NA
4,298.70 19.17 4,279.53 <.05 <0.002 <0.002 <0.002 <0.006 <0.002 NA
4,298.70 19.60 4,279.10 · <.05 <0.002 <0.002 <0.002 <0.006 <0.002 NA
4,298.70 21.46 4,2n.24 <.05 <0.002 <0.002 <0.002 <0.006 <0.002 <0.002
4,298.70 21.98 4,276.72 <.05 <0.002 <0.002 <0.002 <0.006 <0.002 <0.002
4,298.70 21.88 4,276.82 Measured Water Levels Only; Well Not Sampled
4,298.70 22.57 4,276.13 <.05 <0.002 <0.002 <0.002 • <0.006 <0.002 <0.002
UDAS/75138.005/SLC7L 135 Page 5of7 May 9, 2007
Copyright 2007 Kleinfelder
MW-18 10/26/90 CTC
05/20/91 CTC
02/26/92 CTC
08/28/92 CTC
01/08/93 CESI
04/07/93 CESI
11/17/93 CESI
01/07/94 EWP
03/30/94 .EWP
07/20/94 EWP
02/15/95 EWP
09/19/95 EWP
01/03/96 EWP
07/01/96 EWP
07/29/97 EWP
06/25/98 EWP
08/26/98 EWP
05/12/99 EWP
MW-19 10/26/90 CTC
05/20/91 CTC
02/26/92 CTC
08/28/92 CTC
01,US/93 CESI
04/07193 CESI
11/17/93 CESI
01/07194 EWP
03/30/94 EWP
07/20/94 EWP
02/15/95 EWP
09/19/95 EWP
01/03/96 EWP
07/01/96 EWP
07/29/97 EWP
06/25198 EWP.
08/26198 EWP
05/12/99 EWP
MW-20 08/28/92 CTC
01/08/93 CESI
04/07/93 CESI
11/17/93 CESI
01/07194 EWP
03/30194 EWP
07/20/94 EWP
02/15/95 EWP
09/19/95 EWP
01/03/96 EWP
07/01/96 EWP
07/29/97 EWP
06/25/98 EWP
08/26/98 EWP
05/12/99 EWP
04/22ro3 KA
10ro9/03 KA
04/20/04 KA
12/16/04 KA
04/26/05 KA
10/26/05 KA
10/13ro6 KA
04/02/07 MP
MW-21 08/28/92 CTC
01/08/93 CESI
04/07/93 CESI
11/17/93 CESI
01/07/94 EWP
03/30/94 EWP
07/20194 EWP
02/15/95 EWP
09/19/95 EWP
01/03/96 EWP
-07/01/96 EWP
07/29/97 EWP
06/25/98 EWP
08/26198 EWP
UD�.005/SWOL 1
TableA-2
Histo�roundwater Elevation Data and Anaiytical Results - r.•� ......... ·ter Monitoring
Hanksville UDOT Maintenance Station m ..
97.84 ND <.02 <0.002 <0.002 <0.002 <0.002 <0.002
97.84 ND Well not sampled
97.84 ND <1 <0.001 <0.001 <0.001 <0.002 NA
97.84 ND <1 <0.001 <0.001 <0.001 <0.002 NA
97.84 . ND <0.5 <0.002 <0.002 <0.002 <0.006 <0.002
97.84 ND Well not sampled
97.84 18.04 78.90 Data Not Available
4,299.21 19.78 4,279.43 <0.5 <0.002 <0.002 <0.002 <0.006 <0.002
4,299.21 21.03 4,278.18 Measured Water Levels Only, Wen Not Sampled
4,299.21 19.29 4,279.92 Measured Water Levels Only, Well Not Sampled
4,299.21 20.04 4,279.17 Measured Water Levels Only, Well Not Sampled
4,299.21 19.03 4,280.18 Measured Water Levels Only, Well Not Sampled
4,299.21 19.96 4,279.25 Measured Water Levels Only, Well Not Sampled
4,299.21 19.98 4,279.23 Measured Water Levels Only, Well Not Sampled
4,299.21 22.11 4,277.10 Measured Water Levels Only, Well Not Sampled
4,299.21 NM Well Not Sampled
4,299.21 22.20 4,277.01 Measured Water Levels Only, Well Not Sampled
<0.002
NA NA NA
NA
4,299.21 23.84 4,275.37 Measured Water Levels Onl Not re resentative of a uifer conditions , Well not Sam, led
99.25 ND <.02 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002
99.25 ND Well not sampled
99.25 ND <1 <0.001. <0.001 <0.001 <0.002 NA NA
99.25 ND <1 <0.001 <0.001 <0.001 <0.002 NA NA
99.25 ND <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 NA
99.25 ND Well not sampled
99.25 20.29 78.96 Data Not Available
4,298.09 19.71 4,278.38 <0.5 <0.002 <0.002 <0.002 <0.002 <0.002 NA
4,298.09 20.83 4,277.26 Measured Water Levels Only; Well Not Sampled
4,298.09 19.45 4,278.64 I Measured Water Levels Only; Well Not Sampled
4,298.09 19.98 4,278.11 I Measured Water Levels Only; Well Not Sampled
4,298.09 19.15 4,278.94' Measured Water Levels Only; Wen Not Sampled
4,298.09 19.84 4,278.25 Measured Water Levels Only; Well Not Sampled
4,298.09 Well not located
4,298.09 22.01 4,276.08 Measured Water Levels Only; Well Not Sampled
4,298.09 NM Well Not Sampled
4,298.09 22.22 4,275.87 Measured Water Levels Only; Well Not Sampled
4,298.09 DRY D Well
97.55 ND 6;8 8.47 0.76 0.85 0.295 NA NA
97.55 ND 20 9.66 0.408 1.24 0.596 0.149 NA
97.55 ND 3.6 0.457 0.111 0.19 0.0791 0.0434 NA
97.55 19.46 78.09 Data Not Available
4,298.09 19.52 4,278.57 1.4 0.118 0.0538 0.0279 0.0146 0.0052 NA
4,298.09 21.37 4,276.72 Measured Water Levels Only; Well Not Sampled
4,298.09 ·19.92 4,278.17 2.5 0.519 0.392 0.263 0.138 0.03 NA
4,298.09 20.42 4,277.67 4.4 0.28 0.171 0.02703 0.0418 <0.002 NA
4,298.09 19.66 4,278.43 3.1 0.883 0.804 0.126· 0.287 <0.040 NA
4,298.09 20.48 4,277.61 1.1 0.47 0.245 0.0435 0.103 <0.002 NA
4,298.09 21.03 4,277.06 0.9 0.218 0.213 0.0634 0.112 <0.010 NA
4,298.09 22.85 4,275.24 1.5 0.247 0.235 0.112 0.19 <0.010 <0.010
4,298.09 22.94 4,275.15 <0.5 0.053 0.0597 0.0365 0.0578 0.002 <0.002
4,298.09 23.01 4,275.08 Measured Water Levels Only; Well Not Sampled
4,298.09 23.53 4,274.56 5.8 0.161 0.183 0.317 0.196 0.0315 <10
4,298.09 27.90 4,270.19 2.415.8* 0.0206 <0.005 0.256 <0.015 0.862 <0.005
4,298.09 24.93 4,273.16 Measured Water Levels Only; Well Not Sampled
4,298.09 24.44 4,273.65 0.83/3.18 0.002 0.005 0.079 0.119 0.002 <0.002
4,298.09 NA Well Not Acessible Due to Asphalt Covering
4,298.09 25.58 4,272.51 <0.5/<0.5 <0.002 <0.002 0.045 0.055 <0.002 <0.002
4,298.09 NM Well Not Sampled
4,298.09 26.05 4,272.04 <0.5/0.15 .<0.0010 <0.0050 0.0032 0.01 <0.0050 <0.0010
4,298.09 25.46 4,272.63 0.25 <0.0010 <0.0050 0.046 0.015 0.024 <0.0010
97.72 ND <1 0.0038 <0.001 <0.001 <0.002 NA NA
97.72 ND <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 NA
97.72 ND 0.71 <0.002 <0.002 <0.002 <0.006 <0.002 NA
97.72 20.04 77.68 Data Not Available
4,299.12 20.86 4,278.26 <0.5 <0.002 <0.002 <0.002 <0.006 <0.002 NA
4,299.12 21.71 4,277.41 Measured Water Levels Only; Well Not Sampled
4,299.12 20.48 4,278.64 Measured Water Levels Only; Well Not Sampled
4,299.12 20.90 4,278.22 Measured Water Levels Only; Well Not Sampled
4,299.12 20.19 4,278.93 Measured Water Levels Only; Well Not Sampled
4,299.12 20.79 4,278.33 Measured Water Levels Only; Well Not Sampled
4,299.12 21.40 4,277.72 Measured Water Levels Only; Well Not Sampled
4,299.12 23.12 4,276.00 Measured Water Levels Only; Well Not Sampled
4,299.12 NM Measured Water Levels Only; Well Not Sampled
4,299.12 23.33 4,275.79 Measured Water Levels Only; Well Not Sampled
,299.12 23.79 4,275.33 a��7ed Water Levels Onl Not re resentative of aquifer condition �ell iOOSampled
4,295.34 4,275.42
10/13/06
4,298.47
1.34
5.7 0.543
0.204
5.8 0.95 0:0444
0.327
0.0132
Utah Department of Transportation Maintenance Station No. 332 Project No. 2381400522
Soil and Groundwater Sampling Report
Appendix B
Soil Boring Logs
Sheet 1 of 4
Logged By: Rylie Burke
Diameter of Borehole:
Drilling Company: Pacific West
Sampler Type: Macrocore
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0'-5.5' 0 50% (0-5') Brown fine silty sand w/ 0.5"-1" gravel dry 1
5.5'-7.8' 0 70% (5-10')Alternating layers of brown fine silty sand and silty clay (approx. 3" thick) w/ minor 0.25" angular gravelsdry
7.8'-11' 0 70% (10-15') Brown clayey silt w/ 0.5" angular gravels dry
11'-12' 0 Alternating layers of brown clayey silt and brown fine silty sand dry
12'-14.5' 0 Tan fine silty sand dry
14.5'-14.9' 0 Dark brown silty clay dry
14.9'-16.5' 0 60% (15-20') Brown fine to medium silty sand w/ 0.25" sub-angular gravels dry
16.5'-17.2' 0 Brown fine clayey sand dry
16.5'-17.2' 0 Brown fine clayey sand dry 18
17.2'-19' 0 Tan fine to medium sand with 0.15" sub-angular gravels dry
20
19'-21.5' 0 40% (20-25') Tan/orange fine silty sand dry
21.5'-23' 0 Gray fine silty sand w/ 0.25" sub-rounded gravels slightly moist
23'-25' 0 Dark gray clayey sand w/ reddish vein at 23' very moist
25'-26' 0 40% (25-30') Reddish gray medium silty sand w/ 0.25" sub-angular gravels very moist
26'-26.5' 0 Reddish gray fine clayey sand wet
26.5-27.5' 0 Gray fine to medium silty sand wet
27.5'-28' 0 Dark grey/black clayey fine sand w/ 0.15" sub-angular gravels wet
28'-32.5' 0 Gray medium to large silty sand wet
32.5'-35' 0% (32.5-35')
Total Depth = 35 feet 35
Start Time: 0720
WELL
Finish Time: 0800
North:
Surf. Elev:
Log of: SB-101
East:
Casing Elev:
Notes:
No odors detected or PID hits. Samples collected for TPH-DRO, TPH-GRO, MBTEXN:
SB-101 (9.5'-10.5') @ 0805
SB-101 (31.5'-32.5') @ 0825
SB-101 converted to MW-101 immediately following boring. well total depth = 35 ft and completed with 15 ft of screen from 35'-20'.
MW-101 developed on 3/6/24 @ 14:20 by purging approx. 7 gal of water with bailer.
Approximate Groundwater Elev.: 25 ft
Total Depth: 35 ft
PI
D
Project: Hanksville UDOT Station #332
Drilling Method: Direct PushDrill Rig Type: Geoprobe-
72822DT
Driller's Name: Justin Heath
Project Location: Hanksville, UT
Project Number: 2381400522
LITHOLOGIC DESCRIPTION
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Date(s) Drilled: 2-15-24
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REMARKS/
OTHER TESTS
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Sheet 2 of 4
Logged By: Rylie Burke
Diameter of Borehole:
Drilling Company: Pacific West
Sampler Type: Macrocore
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0'-0.2' 0 30% (0-5') Brown fine silty sand dry 1
0'-0.5' 0 Brown fine silty clay dry
0.5'-4.3' 0 Brown fine silty sand dry
4.3'-6.4' 0 Brown clayey silt dry
6.4'-8' 0 60% (5-10') Alternating layers of brown clayey silt and brown fine silty sand dry
8'-9' 0 Brown fine silty sand with interbedded reddish silty fine sand at 8.0' and 8.7' dry
9'-9.5' 0 Tan silty sand dry
9.5'-10.5' 0 Dark brown/black silty clay dry
10.5'-11' 0 60% (10-15') Tan fine silty sand dry
11'-14' 0 Dark brown silty clay w/ 2" fine sand lense at 12-12.5' dry
14'-15' 0 Brown fine clayey sand dry
15'-16.7' 0 50% (15-20') Brown/reddish fine silty sand w/ minor 0.05" to 0.5" sub-angular gravels dry
16.7'-17' 0 Dark brown silty clay dry
17'-20' 0 Tan fine clayey sand w/ 0.15" to 0.5" sub-angular gravels dry 18
20
20'-22' 0 50% (20-25') Same as above dry
22'-23.5' 0 Dark brown silty clay dry
23.5'-25' 0 Reddish brown fine clayey sand w/ 0.15" to 0.25" sub-angular gravels slightly moist
25'-26.5' 0 50% (25-30') Gray medium silty sand w/ 0.15" sub-rounded gravels very moist
26.5'- 28.5' 0 Gray medium sandy clay wet
28.5'-30' 0 Gray silty clay wet
30'-33.5' 0 50% (30-35') Gray fine to medium silty sand wet
33.5'-35' 0 Gray medium to large sand and 0.15" sub-rounded gravels wet
Total Depth = 35 feet 35
Notes:
No odors detected or PID hits. Samples collected for TPH-DRO, TPH-GRO, MBTEXN:
SB-102 (9.5'-10.5') @ 1315
SB-102 (34'-35') @ 1335
SB-102 converted to MW-102 immediately following boring. well total depth = 35 ft and completed with 15 ft of screen from 20'-35'.
MW-102 developed on 3/6/24 @ 15:40 by purging approx. 5.25 gal of water with bailer.
Driller's Name: Justin Heath Total Depth: 35 ft
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LITHOLOGIC DESCRIPTION REMARKS/
OTHER TESTS
WELL
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Date(s) Drilled: 2-14-24 Start Time: 12:30
Drilling Method: Direct Push Finish Time: 13:00Drill Rig Type: Geoprobe-
72822DT Approximate Groundwater Elev.: 25 ft
Project: Hanksville UDOT Station #332 Log of: SB-102
Project Location: Hanksville, UT North: East:
Project Number: 2381400522 Surf. Elev: Casing Elev:
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Sheet 3 of 4
Logged By: Rylie Burke
Diameter of Borehole:
Drilling Company: Pacific West
Sampler Type: Macrocore
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0'-2' 0 50% (0-5') Brown clayey silt w/ minor 0.25" to 1" sub-angular gravels dry 1
2'-2.3' 0 Gray silty clay dry
2.3'-7' 0
Alternating layers of brown fine silty sand and brown clayey silt w/ minor 0.25" sub-angular
gravels dry
50% (5-10')
7'-8.5' 0
Brown clayey silt w/ 1" sub-angular gravels (1%) and interbedded veins of reddish fine silty
sand dry
8.5'-11' 0 Grennish/black fine silty sand w/ 1" sub-angular gravels (3%) dry
50% (10-15')
11'-11.7' 0 Tan/orange fine silty sand w/ 1" sub-rounded clasts of calcite (1%) dry
11.7'-13' 0 Dark gray silty clay dry
13'-14.8' 0 Tan fine silty sand w/ clay lense (approx. 3" thick) at 14.5 to 14.8' dry
14.8'-20' 60% (15-20') Tan fine to medium silty sand w/ 0.15" sub-angular gravels dry
0
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dry
20
20'-21.5' 1 (21') 50% (20-25') same as above dry
21.5'-22' 10 (22') Orange fine silty sand dry
22'-23' 11 (23') Brown clayey sand w/ 0.25" sub-angular gravels
slightly moist,
strong odor
23'-24.5' 50 (24') Gray silty clay
slightly moist,
strong odor
24.5'-26' 21 (25') Dark gray silty sand w/ 0.15" to 0.25" gravels moist
30% (25-30')
26'-28' 0 Gray silty clay wet
28'-32.5' 0 Gray medium to large silty sand wet
Total Depth = 35 feet 35
Notes:
PID hits from 21 to 25'. Samples collected for TPH-DRO, TPH-GRO, MBTEXN:
SB-103 (9.5'-10.5') @ 1220
SB-103 (23.5'-25') @ 1205
SB-103 (31.5'-32.5') @ 1240
SB-102 converted to MW-103 immediately following boring. well total depth = 35 ft and completed with 15 ft of screen from 20'-35'.
MW-102 developed on 3/6/24 @ 17:15 by purging approx. 5 gal of water with bailer.
Driller's Name: Justin Heath Total Depth: 35 ft
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LITHOLOGIC DESCRIPTION REMARKS/
OTHER TESTS
WELL
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Date(s) Drilled: 2-15-24 Start Time: 10:55
Drilling Method: Direct Push Finish Time: 11:45
Drill Rig Type: Geoprobe-72822DT Approximate Groundwater Elev.: 25 ft
Project: Hanksville UDOT Station #332 Log of: SB-103
Project Location: Hanksville, UT North: East:
Project Number: 2381400522 Surf. Elev: Casing Elev:
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Sheet 4 of 4
Logged By: Rylie Burke
Diameter of Borehole:
Drilling Company: Pacific West
Sampler Type: Macrocore
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0'-1.8' 0 50% (0-5') Brown fine sandy silt w/ minor 0.10" sub-angular gravels dry 1
1.8'-4.3' 0 Brown silty clay dry
4.3'-6.4' 0 60% (5-10') Brown fine silty sand dry
6.4'-7.2' 0 Dark brown silty clay dry
7.2'-11' 0 60% (10-15') Alternating layers of brown silty clay and brown fine silty sand (approx. 3" thick) dry
11'-15.3' 0 50% (15-20') Brown clayey fine sand dry
15.3'-16.7' 0 Brown/reddish fine silty sdand w/ minor 0.15" to 0.5" sub-angular gravels dry
16.7'-22' 0 70% (20-25') Tan clayey fine sand w/ 0.5" sub-angular gravels (5%) slightly moist
18
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22'-23.5' 0 Dark brown silty clay moist
23.5'-23.8' 0 Interbedded reddish brown fine silty sand w/ 0.25" sub-angular gravels moist
23.8'-25' 0 Tan fine sand w/ 0.25" sub-rounded gravels wet
25' 0 Gray medium sand wet
25-30' 0%
30-35 0%
Total Depth = 35 feet 35
Notes:
No odors detected or PID hits. Samples collected for TPH-DRO, TPH-GRO, MBTEXN:
SB-104 (9.5'-10.5') @ 0850
SB-104 (24'-25') @ 0925
SB-102 converted to MW-104 immediately following boring. well total depth = 35 ft and completed with 15 ft of screen from 20'-35'.
MW-102 developed on 3/6/24 @ 16:25 by purging approx. 5 gal of water with bailer.
Driller's Name: Justin Heath Total Depth: 35 ft
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LITHOLOGIC DESCRIPTION REMARKS/
OTHER TESTS
WELL
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Date(s) Drilled: 2-14-24 Start Time: 08:00
Drilling Method: Direct Push Finish Time: 09:25Drill Rig Type: Geoprobe-
72822DT Approximate Groundwater Elev.: 25 ft
Project: Hanksville UDOT Station #332 Log of: SB-104
Project Location: Hanksville, UT North: East:
Project Number: 2381400522 Surf. Elev: Casing Elev:
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Utah Department of Transportation Maintenance Station No. 332 Project No. 2381400522
Soil and Groundwater Sampling Report
Appendix C
Field Data Sheets
Groundwater Field Data Sheet
Project Name:SFN Hanksville Release Project Number:2381400522
Project Manager Bryan Morse Field Personnel(s): Rylie Burke
Well ID:MW-26 Date:3/7/2024
Initial Depth to Water (ft): 23.96 Well Diameter (in): 2.0
Total Depth of Well (ft): 33.33 1 Casing Volume (gal): 1.50
Method of Purging: Bailer 3 Casing Volumes (gal): 4.50
Measuring Point (TOC, etc.):Top of Casing Pump Intake Depth (feet):NA
Time Volume
(gal.)
Cum.
Volume
(gal.)
Temp.
(°C)
pH
(SU)
Specific
Electrical
Conductance
(mS/cm)
DO
(mg/L)
ORP
(mV)Comments/Observations
During Purging
(color, sediment, odor, etc.)
Stabilization Criteria ±3%±0.1 ±3%±10% or
<0.5 mg/L ±10 mV
11:40 1.50 1.50 18.81 7.27 3.440 3.97 9.8 slightly turbid w/ orange tinge
12:05 4.50 4.50 19.13 5.61 3.506 2.65 -17.7
Stability Reached (Y/N):NA If No, Provide Explanation NA
Final Values: 19.13 5.61 3.506 2.65 -17.7
Sample ID: MW-101 Method of Sampling: Bailer
QA/QC Samples (Yes/No): No Sample Date:3/7/2024
Duplicate ID: NA Sample Collection Time:12:05
Sample Container Type(s):VOA Total Volume Purged (gal): 4.50
Preservative(s):Hydrochloric Acid Sample Depth (ft):NA
Analysis/Method(s):TPH-GRO/DRO, BTEX Depth to Water After Sampling (ft): NA
Instruments (Manufacturer, Model, and Serial No.):
Equipment Calibrated (Y/N):Y Calibrated Within Criteria (Y/N):Y
Water Quality Meter, Water Level Meter,
YSI Pro Series 146100778
Calculations:Signature:
Well casing volume:
V= 0.16*(33.33-23.96)*(3)
= 4.5 gal.
Where:
V = Casing Volume (gallons)
Water Column = DTB-DTW (feet)
Notes:Name (print):
Rylie Burke
QA/QC’d by: Ehud Ardon QA/QC Date:3/26/2024
𝑉={𝑊𝑎𝑡𝑒𝑟 𝐶𝑜𝑙𝑢𝑚𝑛}∗# 𝑜𝑓 𝑣𝑜𝑙𝑢𝑚𝑒𝑠 𝑒𝑣𝑎𝑐𝑢𝑎𝑡𝑒𝑑∗0.16
Groundwater Field Data Sheet
Project Name:SFN Hanksville Release Project Number:2381400522
Project Manager Bryan Morse Field Personnel(s): Rylie Burke
Well ID:MW-101 Date:3/7/2024
Initial Depth to Water (ft): 23.45 Well Diameter (in): 2.0
Total Depth of Well (ft): 35.10 1 Casing Volume (gal): 1.86
Method of Purging: Bailer 3 Casing Volumes (gal): 5.6
Measuring Point (TOC, etc.):Top of Casing Pump Intake Depth (feet):NA
Time Volume
(gal.)
Cum.
Volume
(gal.)
Temp.
(°C)
pH
(SU)
Specific
Electrical
Conductance
(mS/cm)
DO
(mg/L)
ORP
(mV)Comments/Observations
During Purging
(color, sediment, odor, etc.)
Stabilization Criteria ±3%±0.1 ±3%±10% or
<0.5 mg/L ±10 mV
7:55 1.86 1.86 16.12 5.87 3.429 2.25 100.1 cloudy, high turbidity
8:45 5.60 5.60 15.64 7.99 3.375 2.31 4.80
Stability Reached (Y/N):NA If No, Provide Explanation NA
Final Values: 15.64 7.99 3.375 2.31 4.8
Sample ID: MW-101 Method of Sampling: Bailer
QA/QC Samples (Yes/No): Yes Sample Date:3/7/2024
Duplicate ID: DUP-030724 Sample Collection Time:8:45, 12:00 (DUP)
Sample Container Type(s):VOA Total Volume Purged (gal): 5.60
Preservative(s):Hydrochloric Acid Sample Depth (ft):NA
Analysis/Method(s):TPH-GRO/DRO, BTEX Depth to Water After Sampling (ft): NA
Instruments (Manufacturer, Model, and Serial No.):
Equipment Calibrated (Y/N):Y Calibrated Within Criteria (Y/N):Y
Water Quality Meter, Water Level Meter,
YSI Pro Series 146100778
Calculations:Signature:
Well casing volume:
V= 0.16*(35.10-23.45)*(3)
= 5.6 gal.
Where:
V = Casing Volume (gallons)
Water Column = DTB-DTW (feet)
Notes:Name (print):
Rylie Burke
QA/QC’d by: Ehud Ardon QA/QC Date:3/26/2024
𝑉={𝑊𝑎𝑡𝑒𝑟 𝐶𝑜𝑙𝑢𝑚𝑛}∗# 𝑜𝑓 𝑣𝑜𝑙𝑢𝑚𝑒𝑠 𝑒𝑣𝑎𝑐𝑢𝑎𝑡𝑒𝑑∗0.16
Groundwater Field Data Sheet
Project Name:SFN Hanksville Release Project Number:2381400522
Project Manager Bryan Morse Field Personnel(s): Rylie Burke
Well ID:MW-102 Date:3/7/2024
Initial Depth to Water (ft): 23.90 Well Diameter (in): 2.0
Total Depth of Well (ft): 34.05 1 Casing Volume (gal): 1.62
Method of Purging: Bailer 3 Casing Volumes (gal): 4.90
Measuring Point (TOC, etc.):Top of Casing Pump Intake Depth (feet):NA
Time Volume
(gal.)
Cum.
Volume
(gal.)
Temp.
(°C)
pH
(SU)
Specific
Electrical
Conductance
(mS/cm)
DO
(mg/L)
ORP
(mV)Comments/Observations
During Purging
(color, sediment, odor, etc.)
Stabilization Criteria ±3%±0.1 ±3%±10% or
<0.5 mg/L ±10 mV
9:00 1.62 1.62 18.17 10.73 3.267 5.26 -134.3 high turbidity, brownish
9:50 4.90 4.90 17.90 10.15 3.317 2.26 -164.3
Stability Reached (Y/N):NA If No, Provide Explanation NA
Final Values: 17.9 10.15 3.317 2.26 -164.3
Sample ID: MW-102 Method of Sampling: Bailer
QA/QC Samples (Yes/No): No Sample Date:3/7/2024
Duplicate ID: NA Sample Collection Time:9:50
Sample Container Type(s):VOA Total Volume Purged (gal): 4.90
Preservative(s):Hydrochloric Acid Sample Depth (ft):NA
Analysis/Method(s):TPH-GRO/DRO, BTEX Depth to Water After Sampling (ft): NA
Instruments (Manufacturer, Model, and Serial No.):
Equipment Calibrated (Y/N):Y Calibrated Within Criteria (Y/N):Y
Water Quality Meter, Water Level Meter,
YSI Pro Series 146100778
Calculations:Signature:
Well casing volume:
V= 0.16*(34.05-23.90)*(3)
= 4.9 gal.
Where:
V = Casing Volume (gallons)
Water Column = DTB-DTW (feet)
Notes:Name (print):
Rylie Burke
QA/QC’d by: Ehud Ardon QA/QC Date:3/26/2024
𝑉={𝑊𝑎𝑡𝑒𝑟 𝐶𝑜𝑙𝑢𝑚𝑛}∗# 𝑜𝑓 𝑣𝑜𝑙𝑢𝑚𝑒𝑠 𝑒𝑣𝑎𝑐𝑢𝑎𝑡𝑒𝑑∗0.16
Groundwater Field Data Sheet
Project Name:SFN Hanksville Release Project Number:2381400522
Project Manager Bryan Morse Field Personnel(s): Rylie Burke
Well ID:MW-103 Date:3/7/2024
Initial Depth to Water (ft): 23.92 Well Diameter (in): 2.0
Total Depth of Well (ft): 35.03 1 Casing Volume (gal): 1.77
Method of Purging: Bailer 3 Casing Volumes (gal): 5.30
Measuring Point (TOC, etc.):Top of Casing Pump Intake Depth (feet):NA
Time Volume
(gal.)
Cum.
Volume
(gal.)
Temp.
(°C)
pH
(SU)
Specific
Electrical
Conductance
(mS/cm)
DO
(mg/L)
ORP
(mV)Comments/Observations
During Purging
(color, sediment, odor, etc.)
Stabilization Criteria ±3%±0.1 ±3%±10% or
<0.5 mg/L ±10 mV
10:35 1.77 1.77 18.69 7.08 3.365 4.40 -88.7 high turbidity, brownish
10:42 5.30 5.30 18.22 5.12 3.385 1.03 -99.00
Stability Reached (Y/N):NA If No, Provide Explanation NA
Final Values: 18.22 5.12 3.385 1.03 -99
Sample ID: MW-103 Method of Sampling: Bailer
QA/QC Samples (Yes/No): No Sample Date:3/7/2024
Duplicate ID: NA Sample Collection Time:10:42
Sample Container Type(s):VOA Total Volume Purged (gal): 5.30
Preservative(s):Hydrochloric Acid Sample Depth (ft):NA
Analysis/Method(s):TPH-GRO/DRO, BTEX Depth to Water After Sampling (ft): NA
Instruments (Manufacturer, Model, and Serial No.):
Equipment Calibrated (Y/N):Y Calibrated Within Criteria (Y/N):Y
Water Quality Meter, Water Level Meter,
YSI Pro Series 146100778
Calculations:Signature:
Well casing volume:
V= 0.16*(35.10-23.45)*(3)
= 5.6 gal.
Where:
V = Casing Volume (gallons)
Water Column = DTB-DTW (feet)
Notes:Name (print):
Rylie Burke
QA/QC’d by: Ehud Ardon QA/QC Date:3/26/2024
𝑉={𝑊𝑎𝑡𝑒𝑟 𝐶𝑜𝑙𝑢𝑚𝑛}∗# 𝑜𝑓 𝑣𝑜𝑙𝑢𝑚𝑒𝑠 𝑒𝑣𝑎𝑐𝑢𝑎𝑡𝑒𝑑∗0.16
Groundwater Field Data Sheet
Project Name:SFN Hanksville Release Project Number:2381400522
Project Manager Bryan Morse Field Personnel(s): Rylie Burke
Well ID:MW-104 Date:3/7/2024
Initial Depth to Water (ft): 24.03 Well Diameter (in): 2.0
Total Depth of Well (ft): 35.64 1 Casing Volume (gal): 1.86
Method of Purging: Bailer 3 Casing Volumes (gal): 5.60
Measuring Point (TOC, etc.):Top of Casing Pump Intake Depth (feet):NA
Time Volume
(gal.)
Cum.
Volume
(gal.)
Temp.
(°C)
pH
(SU)
Specific
Electrical
Conductance
(mS/cm)
DO
(mg/L)
ORP
(mV)Comments/Observations
During Purging
(color, sediment, odor, etc.)
Stabilization Criteria ±3%±0.1 ±3%±10% or
<0.5 mg/L ±10 mV
11:10 1.86 1.86 17.62 4.89 3.241 3.51 -125.9 cloudy, high turbidity
11:20 5.60 5.60 18.27 4.85 3.318 0.26 -153.0
Stability Reached (Y/N):NA If No, Provide Explanation NA
Final Values: 18.27 4.85 3.318 0.26 -153
Sample ID: MW-104 Method of Sampling: Bailer
QA/QC Samples (Yes/No): No Sample Date:3/7/2024
Duplicate ID: NA Sample Collection Time:11:20
Sample Container Type(s):VOA Total Volume Purged (gal): 5.60
Preservative(s):Hydrochloric Acid Sample Depth (ft):NA
Analysis/Method(s):TPH-GRO/DRO, BTEX Depth to Water After Sampling (ft): NA
Instruments (Manufacturer, Model, and Serial No.):
Equipment Calibrated (Y/N):Y Calibrated Within Criteria (Y/N):Y
Water Quality Meter, Water Level Meter,
YSI Pro Series 146100778
Calculations:Signature:
Well casing volume:
V= 0.16*(35.64-24.03)*(3)
= 5.6 gal.
Where:
V = Casing Volume (gallons)
Water Column = DTB-DTW (feet)
Notes:Name (print):
Rylie Burke
QA/QC’d by: Ehud Ardon QA/QC Date:3/26/2024
𝑉={𝑊𝑎𝑡𝑒𝑟 𝐶𝑜𝑙𝑢𝑚𝑛}∗# 𝑜𝑓 𝑣𝑜𝑙𝑢𝑚𝑒𝑠 𝑒𝑣𝑎𝑐𝑢𝑎𝑡𝑒𝑑∗0.16
Utah Department of Transportation Maintenance Station No. 332 Project No. 2381400522
Soil and Groundwater Sampling Report
Appendix D
Laboratory Analytical Reports
ANALYTICAL REPORT
February 28, 2024
WSP (Formely Wood E&I)-UT
Sample Delivery Group:L1706989
Samples Received:02/17/2024
Project Number:2381400522
Description:Hanksville UDOT Station #332
Site:HANKSVILLE VDOT
Report To:Corey Buchanan
10876 South River Front Parkway
South Jordan, UT 84095
Entire Report Reviewed By:
February 28, 2024
[Preliminary Report]
Daphne Richards
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.
Pace Analytical National
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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February 28, 2024
Daphne Richards
Project Manager
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TABLE OF CONTENTS
Cp: Cover Page 1
Tc: Table of Contents 2
Ss: Sample Summary 3
Cn: Case Narrative 5
Sr: Sample Results 6
SB-104 (9.5-10.5) L1706989-01 6
SB-104 (24-25) L1706989-02 7
SB-102 (9.5-10.5) L1706989-03 8
SB-102 (34-35) L1706989-04 9
SB-101 (9.5-10.5) L1706989-05 10
SB-101 (31.5-32.5) L1706989-06 11
SB-103 (23.5-25) L1706989-07 12
SB-103 (9.5-10.5) L1706989-08 13
SB-103 (31.5-32.5) L1706989-09 14
DUP-021524 L1706989-10 15
WSC-021524 L1706989-11 16
WSC-021524 L1706989-12 17
TRIP BLANK L1706989-13 18
Qc: Quality Control Summary 19
Total Solids by Method 2540 G-2011 19
Metals (ICP) by Method 6010B 21
Metals (ICP) by Method 6010D 22
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1 23
Semi-Volatile Organic Compounds (GC) by Method 8015 27
Gl: Glossary of Terms 29
Al: Accreditations & Locations 30
Sc: Sample Chain of Custody 31
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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SAMPLE SUMMARY
Collected by Collected date/time Received date/time
SB-104 (9.5-10.5) L1706989-01 Solid Rylie Burke 02/14/24 08:50 02/17/24 09:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG2229033 1 02/20/24 15:37 02/20/24 15:53 CMB Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1 WG2230816 1 02/14/24 08:50 02/21/24 12:42 ADM Mt. Juliet, TN
Semi-Volatile Organic Compounds (GC) by Method 8015 WG2228726 1 02/19/24 17:35 02/19/24 23:51 JAS Mt. Juliet, TN
Collected by Collected date/time Received date/time
SB-104 (24-25) L1706989-02 Solid Rylie Burke 02/14/24 09:25 02/17/24 09:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG2229033 1 02/20/24 15:37 02/20/24 15:53 CMB Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG2231394 1 02/14/24 09:25 02/22/24 12:27 JHH Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1 WG2230816 1 02/14/24 09:25 02/21/24 13:04 ADM Mt. Juliet, TN
Semi-Volatile Organic Compounds (GC) by Method 8015 WG2229606 1 02/20/24 15:33 02/21/24 10:15 JAS Mt. Juliet, TN
Collected by Collected date/time Received date/time
SB-102 (9.5-10.5) L1706989-03 Solid Rylie Burke 02/14/24 13:15 02/17/24 09:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG2229033 1 02/20/24 15:37 02/20/24 15:53 CMB Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG2231394 1 02/14/24 13:15 02/22/24 12:48 JHH Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1 WG2230816 1 02/14/24 13:15 02/21/24 13:26 ADM Mt. Juliet, TN
Semi-Volatile Organic Compounds (GC) by Method 8015 WG2229606 5 02/20/24 15:33 02/21/24 11:21 JAS Mt. Juliet, TN
Collected by Collected date/time Received date/time
SB-102 (34-35) L1706989-04 Solid Rylie Burke 02/14/24 13:35 02/17/24 09:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG2229033 1 02/20/24 15:37 02/20/24 15:53 CMB Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1 WG2230816 1 02/14/24 13:35 02/21/24 13:48 ADM Mt. Juliet, TN
Semi-Volatile Organic Compounds (GC) by Method 8015 WG2229606 1 02/20/24 15:33 02/21/24 10:03 JAS Mt. Juliet, TN
Collected by Collected date/time Received date/time
SB-101 (9.5-10.5) L1706989-05 Solid Rylie Burke 02/15/24 08:05 02/17/24 09:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG2229034 1 02/20/24 15:12 02/20/24 15:24 CMB Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1 WG2231394 1 02/15/24 08:05 02/22/24 13:10 JHH Mt. Juliet, TN
Semi-Volatile Organic Compounds (GC) by Method 8015 WG2229606 1 02/20/24 15:33 02/21/24 10:40 JAS Mt. Juliet, TN
Collected by Collected date/time Received date/time
SB-101 (31.5-32.5) L1706989-06 Solid Rylie Burke 02/15/24 08:25 02/17/24 09:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG2229034 1 02/20/24 15:12 02/20/24 15:24 CMB Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1 WG2231394 1 02/15/24 08:25 02/22/24 13:31 JHH Mt. Juliet, TN
Semi-Volatile Organic Compounds (GC) by Method 8015 WG2229606 1 02/20/24 15:33 02/21/24 09:51 JAS 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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SAMPLE SUMMARY
Collected by Collected date/time Received date/time
SB-103 (23.5-25) L1706989-07 Solid Rylie Burke 02/15/24 12:05 02/17/24 09:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG2229034 1 02/20/24 15:12 02/20/24 15:24 CMB Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1 WG2231394 1 02/15/24 12:05 02/22/24 13:52 JHH Mt. Juliet, TN
Semi-Volatile Organic Compounds (GC) by Method 8015 WG2229606 1 02/20/24 15:33 02/21/24 10:15 JAS Mt. Juliet, TN
Collected by Collected date/time Received date/time
SB-103 (9.5-10.5) L1706989-08 Solid Rylie Burke 02/15/24 12:20 02/17/24 09:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG2229034 1 02/20/24 15:12 02/20/24 15:24 CMB Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1 WG2230816 1 02/15/24 12:20 02/21/24 15:17 ADM Mt. Juliet, TN
Semi-Volatile Organic Compounds (GC) by Method 8015 WG2229606 2 02/20/24 15:33 02/21/24 11:21 JAS Mt. Juliet, TN
Collected by Collected date/time Received date/time
SB-103 (31.5-32.5) L1706989-09 Solid Rylie Burke 02/15/24 12:40 02/17/24 09:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG2229034 1 02/20/24 15:12 02/20/24 15:24 CMB Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1 WG2231394 1 02/15/24 12:40 02/22/24 14:13 JHH Mt. Juliet, TN
Semi-Volatile Organic Compounds (GC) by Method 8015 WG2229606 1 02/20/24 15:33 02/21/24 10:28 JAS Mt. Juliet, TN
Collected by Collected date/time Received date/time
DUP-021524 L1706989-10 Solid Rylie Burke 02/15/24 12:00 02/17/24 09:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG2229034 1 02/20/24 15:12 02/20/24 15:24 CMB Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1 WG2231391 25 02/15/24 12:00 02/23/24 16:32 JAH Mt. Juliet, TN
Semi-Volatile Organic Compounds (GC) by Method 8015 WG2229606 1 02/20/24 15:33 02/21/24 10:28 JAS Mt. Juliet, TN
Collected by Collected date/time Received date/time
WSC-021524 L1706989-11 Solid Rylie Burke 02/15/24 12:50 02/17/24 09:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG2229034 1 02/20/24 15:12 02/20/24 15:24 CMB Mt. Juliet, TN
Metals (ICP) by Method 6010D WG2234747 1 02/27/24 09:13 02/27/24 17:52 ZSA Mt. Juliet, TN
Collected by Collected date/time Received date/time
WSC-021524 L1706989-12 Waste Rylie Burke 02/15/24 12:50 02/17/24 09:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Preparation by Method 1311 WG2229020 1 02/20/24 10:16 02/20/24 10:16 WC Mt. Juliet, TN
Metals (ICP) by Method 6010B WG2230840 1 02/21/24 12:50 02/21/24 16:31 ZSA Mt. Juliet, TN
Collected by Collected date/time Received date/time
TRIP BLANK L1706989-13 GW Rylie Burke 02/15/24 13:00 02/17/24 09:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1 WG2233474 1 02/24/24 16:58 02/24/24 16:58 ADM 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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CASE NARRATIVE
All sample aliquots were received at the correct temperature, in the proper containers, with the
appropriate preservatives, and within method specified holding times, unless qualified or notated within
the report. 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]
Daphne Richards
Project Manager
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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Daphne Richards
Project Manager
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SAMPLE RESULTS - 01
L1706989
SB-104 (9.5-10.5)
Collected date/time: 02/14/24 08:50
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 89.5 1 02/20/2024 15:53 WG2229033
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
TPH (GC/MS) Low Fraction 0.534 B 0.183 0.500 1 02/21/2024 12:42 WG2230816
Benzene 0.00413 0.000375 0.00100 1 02/21/2024 12:42 WG2230816
1,2-Dichloroethane U 0.000450 0.00100 1 02/21/2024 12:42 WG2230816
1,2-Dibromoethane U 0.000250 0.00100 1 02/21/2024 12:42 WG2230816
Ethylbenzene 0.00317 0.000300 0.00100 1 02/21/2024 12:42 WG2230816
Methyl tert-butyl ether U 0.000350 0.00100 1 02/21/2024 12:42 WG2230816
Naphthalene U 0.00498 0.00500 1 02/21/2024 12:42 WG2230816
Toluene 0.00651 0.00123 0.00500 1 02/21/2024 12:42 WG2230816
Xylenes, Total 0.00269 J 0.000500 0.00300 1 02/21/2024 12:42 WG2230816
(S) Toluene-d8 113 75.0-131 02/21/2024 12:42 WG2230816
(S) 4-Bromofluorobenzene 105 67.0-138 02/21/2024 12:42 WG2230816
(S) 1,2-Dichloroethane-d4 119 70.0-130 02/21/2024 12:42 WG2230816
Semi-Volatile Organic Compounds (GC) by Method 8015
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
TPH (GC/FID) High Fraction 6.12 0.769 4.00 1 02/19/2024 23:51 WG2228726
(S) o-Terphenyl 41.2 18.0-148 02/19/2024 23:51 WG2228726
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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SAMPLE RESULTS - 02
L1706989
SB-104 (24-25)
Collected date/time: 02/14/24 09:25
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 88.7 1 02/20/2024 15:53 WG2229033
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
TPH (GC/MS) Low Fraction 0.710 B 0.183 0.500 1 02/21/2024 13:04 WG2230816
Benzene 0.00514 0.000375 0.00100 1 02/21/2024 13:04 WG2230816
1,2-Dichloroethane U 0.000450 0.00100 1 02/21/2024 13:04 WG2230816
1,2-Dibromoethane U 0.000250 0.00100 1 02/21/2024 13:04 WG2230816
Ethylbenzene 0.00945 0.000300 0.00100 1 02/21/2024 13:04 WG2230816
Methyl tert-butyl ether U 0.000350 0.00100 1 02/21/2024 13:04 WG2230816
Naphthalene U 0.00498 0.00500 1 02/22/2024 12:27 WG2231394
Toluene 0.0129 0.00123 0.00500 1 02/21/2024 13:04 WG2230816
Xylenes, Total 0.00303 0.000500 0.00300 1 02/21/2024 13:04 WG2230816
(S) Toluene-d8 100 75.0-131 02/21/2024 13:04 WG2230816
(S) Toluene-d8 109 75.0-131 02/22/2024 12:27 WG2231394
(S) 4-Bromofluorobenzene 96.4 67.0-138 02/21/2024 13:04 WG2230816
(S) 4-Bromofluorobenzene 97.1 67.0-138 02/22/2024 12:27 WG2231394
(S) 1,2-Dichloroethane-d4 117 70.0-130 02/21/2024 13:04 WG2230816
(S) 1,2-Dichloroethane-d4 87.9 70.0-130 02/22/2024 12:27 WG2231394
Semi-Volatile Organic Compounds (GC) by Method 8015
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
TPH (GC/FID) High Fraction 5.21 B 0.769 4.00 1 02/21/2024 10:15 WG2229606
(S) o-Terphenyl 36.1 18.0-148 02/21/2024 10:15 WG2229606
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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SAMPLE RESULTS - 03
L1706989
SB-102 (9.5-10.5)
Collected date/time: 02/14/24 13:15
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 88.6 1 02/20/2024 15:53 WG2229033
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
TPH (GC/MS) Low Fraction 0.554 B 0.183 0.500 1 02/21/2024 13:26 WG2230816
Benzene 0.00621 0.000375 0.00100 1 02/21/2024 13:26 WG2230816
1,2-Dichloroethane U 0.000450 0.00100 1 02/21/2024 13:26 WG2230816
1,2-Dibromoethane U 0.000250 0.00100 1 02/21/2024 13:26 WG2230816
Ethylbenzene 0.00361 0.000300 0.00100 1 02/21/2024 13:26 WG2230816
Methyl tert-butyl ether U 0.000350 0.00100 1 02/21/2024 13:26 WG2230816
Naphthalene U 0.00498 0.00500 1 02/22/2024 12:48 WG2231394
Toluene 0.00862 0.00123 0.00500 1 02/21/2024 13:26 WG2230816
Xylenes, Total 0.00274 J 0.000500 0.00300 1 02/21/2024 13:26 WG2230816
(S) Toluene-d8 107 75.0-131 02/21/2024 13:26 WG2230816
(S) Toluene-d8 103 75.0-131 02/22/2024 12:48 WG2231394
(S) 4-Bromofluorobenzene 103 67.0-138 02/21/2024 13:26 WG2230816
(S) 4-Bromofluorobenzene 95.1 67.0-138 02/22/2024 12:48 WG2231394
(S) 1,2-Dichloroethane-d4 128 70.0-130 02/21/2024 13:26 WG2230816
(S) 1,2-Dichloroethane-d4 91.3 70.0-130 02/22/2024 12:48 WG2231394
Semi-Volatile Organic Compounds (GC) by Method 8015
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
TPH (GC/FID) High Fraction 39.5 B 3.85 20.0 5 02/21/2024 11:21 WG2229606
(S) o-Terphenyl 30.0 18.0-148 02/21/2024 11:21 WG2229606
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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SAMPLE RESULTS - 04
L1706989
SB-102 (34-35)
Collected date/time: 02/14/24 13:35
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 86.2 1 02/20/2024 15:53 WG2229033
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
TPH (GC/MS) Low Fraction 0.462 B J 0.183 0.500 1 02/21/2024 13:48 WG2230816
Benzene 0.00213 0.000375 0.00100 1 02/21/2024 13:48 WG2230816
1,2-Dichloroethane U 0.000450 0.00100 1 02/21/2024 13:48 WG2230816
1,2-Dibromoethane U 0.000250 0.00100 1 02/21/2024 13:48 WG2230816
Ethylbenzene 0.00772 0.000300 0.00100 1 02/21/2024 13:48 WG2230816
Methyl tert-butyl ether U 0.000350 0.00100 1 02/21/2024 13:48 WG2230816
Naphthalene U 0.00498 0.00500 1 02/21/2024 13:48 WG2230816
Toluene 0.00849 0.00123 0.00500 1 02/21/2024 13:48 WG2230816
Xylenes, Total 0.00170 J 0.000500 0.00300 1 02/21/2024 13:48 WG2230816
(S) Toluene-d8 99.6 75.0-131 02/21/2024 13:48 WG2230816
(S) 4-Bromofluorobenzene 94.6 67.0-138 02/21/2024 13:48 WG2230816
(S) 1,2-Dichloroethane-d4 127 70.0-130 02/21/2024 13:48 WG2230816
Semi-Volatile Organic Compounds (GC) by Method 8015
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
TPH (GC/FID) High Fraction 1.52 B J 0.769 4.00 1 02/21/2024 10:03 WG2229606
(S) o-Terphenyl 55.8 18.0-148 02/21/2024 10:03 WG2229606
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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SAMPLE RESULTS - 05
L1706989
SB-101 (9.5-10.5)
Collected date/time: 02/15/24 08:05
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 87.8 1 02/20/2024 15:24 WG2229034
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
TPH (GC/MS) Low Fraction U 0.183 0.500 1 02/22/2024 13:10 WG2231394
Benzene 0.00395 0.000375 0.00100 1 02/22/2024 13:10 WG2231394
1,2-Dichloroethane U 0.000450 0.00100 1 02/22/2024 13:10 WG2231394
1,2-Dibromoethane U 0.000250 0.00100 1 02/22/2024 13:10 WG2231394
Ethylbenzene 0.00174 0.000300 0.00100 1 02/22/2024 13:10 WG2231394
Methyl tert-butyl ether U 0.000350 0.00100 1 02/22/2024 13:10 WG2231394
Naphthalene U 0.00498 0.00500 1 02/22/2024 13:10 WG2231394
Toluene 0.00510 0.00123 0.00500 1 02/22/2024 13:10 WG2231394
Xylenes, Total 0.00180 J 0.000500 0.00300 1 02/22/2024 13:10 WG2231394
(S) Toluene-d8 107 75.0-131 02/22/2024 13:10 WG2231394
(S) 4-Bromofluorobenzene 93.3 67.0-138 02/22/2024 13:10 WG2231394
(S) 1,2-Dichloroethane-d4 94.1 70.0-130 02/22/2024 13:10 WG2231394
Semi-Volatile Organic Compounds (GC) by Method 8015
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
TPH (GC/FID) High Fraction 5.27 B 0.769 4.00 1 02/21/2024 10:40 WG2229606
(S) o-Terphenyl 42.9 18.0-148 02/21/2024 10:40 WG2229606
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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SAMPLE RESULTS - 06
L1706989
SB-101 (31.5-32.5)
Collected date/time: 02/15/24 08:25
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 90.2 1 02/20/2024 15:24 WG2229034
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
TPH (GC/MS) Low Fraction 0.467 J V3 0.183 0.500 1 02/22/2024 13:31 WG2231394
Benzene 0.00492 V3 0.000375 0.00100 1 02/22/2024 13:31 WG2231394
1,2-Dichloroethane U 0.000450 0.00100 1 02/22/2024 13:31 WG2231394
1,2-Dibromoethane U 0.000250 0.00100 1 02/22/2024 13:31 WG2231394
Ethylbenzene 0.0112 V3 0.000300 0.00100 1 02/22/2024 13:31 WG2231394
Methyl tert-butyl ether U 0.000350 0.00100 1 02/22/2024 13:31 WG2231394
Naphthalene U 0.00498 0.00500 1 02/22/2024 13:31 WG2231394
Toluene 0.0175 V3 0.00123 0.00500 1 02/22/2024 13:31 WG2231394
Xylenes, Total 0.00310 V3 0.000500 0.00300 1 02/22/2024 13:31 WG2231394
(S) Toluene-d8 112 75.0-131 02/22/2024 13:31 WG2231394
(S) 4-Bromofluorobenzene 99.8 67.0-138 02/22/2024 13:31 WG2231394
(S) 1,2-Dichloroethane-d4 110 70.0-130 02/22/2024 13:31 WG2231394
Sample Narrative:
L1706989-06 WG2231394: Previous run also had low IS/SURR recovery. Matrix effect.
Semi-Volatile Organic Compounds (GC) by Method 8015
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
TPH (GC/FID) High Fraction 1.70 B J 0.769 4.00 1 02/21/2024 09:51 WG2229606
(S) o-Terphenyl 48.9 18.0-148 02/21/2024 09:51 WG2229606
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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SAMPLE RESULTS - 07
L1706989
SB-103 (23.5-25)
Collected date/time: 02/15/24 12:05
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 87.3 1 02/20/2024 15:24 WG2229034
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
TPH (GC/MS) Low Fraction 8.82 0.183 0.500 1 02/22/2024 13:52 WG2231394
Benzene 0.00504 0.000375 0.00100 1 02/22/2024 13:52 WG2231394
1,2-Dichloroethane U 0.000450 0.00100 1 02/22/2024 13:52 WG2231394
1,2-Dibromoethane U 0.000250 0.00100 1 02/22/2024 13:52 WG2231394
Ethylbenzene 0.00311 0.000300 0.00100 1 02/22/2024 13:52 WG2231394
Methyl tert-butyl ether U 0.000350 0.00100 1 02/22/2024 13:52 WG2231394
Naphthalene U 0.00498 0.00500 1 02/22/2024 13:52 WG2231394
Toluene 0.00480 J 0.00123 0.00500 1 02/22/2024 13:52 WG2231394
Xylenes, Total 0.00338 0.000500 0.00300 1 02/22/2024 13:52 WG2231394
(S) Toluene-d8 54.0 J2 75.0-131 02/22/2024 13:52 WG2231394
(S) 4-Bromofluorobenzene 55.2 J2 67.0-138 02/22/2024 13:52 WG2231394
(S) 1,2-Dichloroethane-d4 95.1 70.0-130 02/22/2024 13:52 WG2231394
Sample Narrative:
L1706989-07 WG2231394: Surrogate failure due to matrix interference.
Semi-Volatile Organic Compounds (GC) by Method 8015
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
TPH (GC/FID) High Fraction 46.6 0.769 4.00 1 02/21/2024 10:15 WG2229606
(S) o-Terphenyl 45.5 18.0-148 02/21/2024 10:15 WG2229606
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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SAMPLE RESULTS - 08
L1706989
SB-103 (9.5-10.5)
Collected date/time: 02/15/24 12:20
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 92.8 1 02/20/2024 15:24 WG2229034
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
TPH (GC/MS) Low Fraction 0.542 B 0.183 0.500 1 02/21/2024 15:17 WG2230816
Benzene 0.00641 0.000375 0.00100 1 02/21/2024 15:17 WG2230816
1,2-Dichloroethane U 0.000450 0.00100 1 02/21/2024 15:17 WG2230816
1,2-Dibromoethane U 0.000250 0.00100 1 02/21/2024 15:17 WG2230816
Ethylbenzene 0.00366 0.000300 0.00100 1 02/21/2024 15:17 WG2230816
Methyl tert-butyl ether U 0.000350 0.00100 1 02/21/2024 15:17 WG2230816
Naphthalene U 0.00498 0.00500 1 02/21/2024 15:17 WG2230816
Toluene 0.00664 0.00123 0.00500 1 02/21/2024 15:17 WG2230816
Xylenes, Total 0.00379 0.000500 0.00300 1 02/21/2024 15:17 WG2230816
(S) Toluene-d8 106 75.0-131 02/21/2024 15:17 WG2230816
(S) 4-Bromofluorobenzene 94.4 67.0-138 02/21/2024 15:17 WG2230816
(S) 1,2-Dichloroethane-d4 130 70.0-130 02/21/2024 15:17 WG2230816
Semi-Volatile Organic Compounds (GC) by Method 8015
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
TPH (GC/FID) High Fraction 12.3 B 1.54 8.00 2 02/21/2024 11:21 WG2229606
(S) o-Terphenyl 53.0 18.0-148 02/21/2024 11:21 WG2229606
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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SAMPLE RESULTS - 09
L1706989
SB-103 (31.5-32.5)
Collected date/time: 02/15/24 12:40
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 88.3 1 02/20/2024 15:24 WG2229034
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
TPH (GC/MS) Low Fraction 0.498 J 0.183 0.500 1 02/22/2024 14:13 WG2231394
Benzene 0.00470 0.000375 0.00100 1 02/22/2024 14:13 WG2231394
1,2-Dichloroethane U 0.000450 0.00100 1 02/22/2024 14:13 WG2231394
1,2-Dibromoethane U 0.000250 0.00100 1 02/22/2024 14:13 WG2231394
Ethylbenzene 0.0123 0.000300 0.00100 1 02/22/2024 14:13 WG2231394
Methyl tert-butyl ether U 0.000350 0.00100 1 02/22/2024 14:13 WG2231394
Naphthalene U 0.00498 0.00500 1 02/22/2024 14:13 WG2231394
Toluene 0.0168 0.00123 0.00500 1 02/22/2024 14:13 WG2231394
Xylenes, Total 0.00303 0.000500 0.00300 1 02/22/2024 14:13 WG2231394
(S) Toluene-d8 107 75.0-131 02/22/2024 14:13 WG2231394
(S) 4-Bromofluorobenzene 91.8 67.0-138 02/22/2024 14:13 WG2231394
(S) 1,2-Dichloroethane-d4 104 70.0-130 02/22/2024 14:13 WG2231394
Semi-Volatile Organic Compounds (GC) by Method 8015
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
TPH (GC/FID) High Fraction 2.47 B J 0.769 4.00 1 02/21/2024 10:28 WG2229606
(S) o-Terphenyl 55.7 18.0-148 02/21/2024 10:28 WG2229606
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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SAMPLE RESULTS - 10
L1706989
DUP-021524
Collected date/time: 02/15/24 12:00
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 89.8 1 02/20/2024 15:24 WG2229034
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
TPH (GC/MS) Low Fraction 55.1 4.58 12.5 25 02/23/2024 16:32 WG2231391
Benzene U 0.00938 0.0250 25 02/23/2024 16:32 WG2231391
1,2-Dichloroethane U 0.0113 0.0250 25 02/23/2024 16:32 WG2231391
1,2-Dibromoethane U 0.00625 0.0250 25 02/23/2024 16:32 WG2231391
Ethylbenzene 0.00794 J 0.00750 0.0250 25 02/23/2024 16:32 WG2231391
Methyl tert-butyl ether U J3 0.00875 0.0250 25 02/23/2024 16:32 WG2231391
Naphthalene U 0.125 0.125 25 02/23/2024 16:32 WG2231391
Toluene U 0.0308 0.125 25 02/23/2024 16:32 WG2231391
Xylenes, Total 0.0238 J 0.0125 0.0750 25 02/23/2024 16:32 WG2231391
(S) Toluene-d8 87.5 75.0-131 02/23/2024 16:32 WG2231391
(S) 4-Bromofluorobenzene 77.3 67.0-138 02/23/2024 16:32 WG2231391
(S) 1,2-Dichloroethane-d4 78.1 70.0-130 02/23/2024 16:32 WG2231391
Sample Narrative:
L1706989-10 WG2231391: Non-target compounds too high to run at a lower dilution.
Semi-Volatile Organic Compounds (GC) by Method 8015
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
TPH (GC/FID) High Fraction 44.5 0.769 4.00 1 02/21/2024 10:28 WG2229606
(S) o-Terphenyl 36.4 18.0-148 02/21/2024 10:28 WG2229606
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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SAMPLE RESULTS - 11
L1706989
WSC-021524
Collected date/time: 02/15/24 12:50
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 93.4 1 02/20/2024 15:24 WG2229034
Metals (ICP) by Method 6010D
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Lead 7.53 0.208 0.500 1 02/27/2024 17:52 WG2234747
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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SAMPLE RESULTS - 12
L1706989
WSC-021524
Collected date/time: 02/15/24 12:50
Preparation by Method 1311
Result Qualifier Prep Batch
Analyte date / time
TCLP Extraction -2/20/2024 10:16:28 AM WG2229020
Initial pH 6.59 2/20/2024 10:16:28 AM WG2229020
Final pH 5.65 2/20/2024 10:16:28 AM WG2229020
Metals (ICP) by Method 6010B
Result Qualifier RDL Limit Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Lead ND 0.100 5 1 02/21/2024 16:31 WG2230840
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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SAMPLE RESULTS - 13
L1706989
TRIP BLANK
Collected date/time: 02/15/24 13:00
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1
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 02/24/2024 16:58 WG2233474
Benzene U 0.0000941 0.00100 1 02/24/2024 16:58 WG2233474
1,2-Dichloroethane U 0.0000819 0.00100 1 02/24/2024 16:58 WG2233474
1,2-Dibromoethane U 0.000126 0.00100 1 02/24/2024 16:58 WG2233474
Ethylbenzene U 0.000137 0.00100 1 02/24/2024 16:58 WG2233474
Methyl tert-butyl ether U 0.000101 0.00100 1 02/24/2024 16:58 WG2233474
Naphthalene U 0.00100 0.00500 1 02/24/2024 16:58 WG2233474
Toluene U 0.000278 0.00100 1 02/24/2024 16:58 WG2233474
Xylenes, Total U 0.000174 0.00300 1 02/24/2024 16:58 WG2233474
(S) Toluene-d8 107 80.0-120 02/24/2024 16:58 WG2233474
(S) 4-Bromofluorobenzene 104 77.0-126 02/24/2024 16:58 WG2233474
(S) 1,2-Dichloroethane-d4 111 70.0-130 02/24/2024 16:58 WG2233474
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
WSP (Formely Wood E&I)-UT 2381400522 L1706989 02/28/24 07:47 18 of 32
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QUALITY CONTROL SUMMARYWG2229033
Total Solids by Method 2540 G-2011 L1706989-01,02,03,04
Method Blank (MB)
(MB) R4036275-1 02/20/24 15:53
MB Result MB Qualifier MB MDL MB RDL
Analyte %%%
Total Solids 0.00100
L1706974-01 Original Sample (OS) • Duplicate (DUP)
(OS) L1706974-01 02/20/24 15:53 • (DUP) R4036275-3 02/20/24 15:53
Original Result DUP Result Dilution DUP RPD DUP Qualifier DUP RPD
Limits
Analyte %%%%
Total Solids 88.9 91.2 1 2.62 10
Laboratory Control Sample (LCS)
(LCS) R4036275-2 02/20/24 15:53
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte %%%%
Total Solids 50.0 50.0 100 90.0-110
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
WSP (Formely Wood E&I)-UT 2381400522 L1706989 02/28/24 07:47 19 of 32
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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QUALITY CONTROL SUMMARYWG2229034
Total Solids by Method 2540 G-2011 L1706989-05,06,07,08,09,10,11
Method Blank (MB)
(MB) R4036271-1 02/20/24 15:24
MB Result MB Qualifier MB MDL MB RDL
Analyte %%%
Total Solids 0.00300
L1706989-09 Original Sample (OS) • Duplicate (DUP)
(OS) L1706989-09 02/20/24 15:24 • (DUP) R4036271-3 02/20/24 15:24
Original Result DUP Result Dilution DUP RPD DUP Qualifier DUP RPD
Limits
Analyte %%%%
Total Solids 88.3 88.6 1 0.337 10
Laboratory Control Sample (LCS)
(LCS) R4036271-2 02/20/24 15:24
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte %%%%
Total Solids 50.0 50.0 100 90.0-110
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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QUALITY CONTROL SUMMARYWG2230840
Metals (ICP) by Method 6010B L1706989-12
Method Blank (MB)
(MB) R4036709-1 02/21/24 16:08
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/l mg/l mg/l
Lead U 0.0330 0.100
Laboratory Control Sample (LCS)
(LCS) R4036709-2 02/21/24 16:09
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte mg/l mg/l %%
Lead 10.0 9.84 98.4 80.0-120
L1706828-02 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1706828-02 02/21/24 16:11 • (MS) R4036709-4 02/21/24 16:15 • (MSD) R4036709-5 02/21/24 16:16
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 %%%%%
Lead 10.0 ND 9.83 9.92 97.9 98.7 1 75.0-125 0.861 20
L1707011-04 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1707011-04 02/21/24 16:18 • (MS) R4036709-6 02/21/24 16:20 • (MSD) R4036709-7 02/21/24 16:21
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 %%%%%
Lead 10.0 ND 9.81 9.81 98.1 98.1 1 75.0-125 0.0261 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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QUALITY CONTROL SUMMARYWG2234747
Metals (ICP) by Method 6010D L1706989-11
Method Blank (MB)
(MB) R4039006-1 02/27/24 17:33
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/kg mg/kg mg/kg
Lead U 0.208 0.500
Laboratory Control Sample (LCS)
(LCS) R4039006-2 02/27/24 17:36
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte mg/kg mg/kg %%
Lead 100 93.7 93.7 80.0-120
L1708819-02 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1708819-02 02/27/24 17:39 • (MS) R4039006-5 02/27/24 17:47 • (MSD) R4039006-6 02/27/24 17:49
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 %%%%%
Lead 100 303 385 326 81.4 23.2 1 75.0-125 J6 16.4 20
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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QUALITY CONTROL SUMMARYWG2230816
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1 L1706989-01,02,03,04,08
Method Blank (MB)
(MB) R4036774-5 02/21/24 11:53
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/kg mg/kg mg/kg
TPH (GC/MS) Low Fraction 0.184 J 0.183 0.500
Benzene U 0.000375 0.00100
1,2-Dichloroethane U 0.000450 0.00100
1,2-Dibromoethane U 0.000250 0.00100
Ethylbenzene U 0.000300 0.00100
Methyl tert-butyl ether U 0.000350 0.00100
Naphthalene U 0.00498 0.00500
Toluene U 0.00123 0.00500
Xylenes, Total U 0.000500 0.00300
(S) Toluene-d8 115 75.0-131
(S) 4-Bromofluorobenzene 92.8 67.0-138
(S) 1,2-Dichloroethane-d4 112 70.0-130
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R4036774-1 02/21/24 08:11 • (LCSD) R4036774-2 02/21/24 08:34
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 %%%%%
Benzene 0.0250 0.0251 0.0252 100 101 70.0-123 0.398 20
1,2-Dichloroethane 0.0250 0.0259 0.0273 104 109 65.0-131 5.26 20
1,2-Dibromoethane 0.0250 0.0227 0.0229 90.8 91.6 74.0-128 0.877 20
Ethylbenzene 0.0250 0.0265 0.0254 106 102 74.0-126 4.24 20
Methyl tert-butyl ether 0.0250 0.0299 0.0313 120 125 66.0-132 4.58 20
Naphthalene 0.0250 0.0242 0.0255 96.8 102 59.0-130 5.23 20
Toluene 0.0250 0.0240 0.0235 96.0 94.0 75.0-121 2.11 20
Xylenes, Total 0.0750 0.0740 0.0712 98.7 94.9 72.0-127 3.86 20
(S) Toluene-d8 105 103 75.0-131
(S) 4-Bromofluorobenzene 97.9 97.7 67.0-138
(S) 1,2-Dichloroethane-d4 121 114 70.0-130
Laboratory Control Sample (LCS)
(LCS) R4036774-4 02/21/24 11:09
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte mg/kg mg/kg %%
TPH (GC/MS) Low Fraction 5.00 5.83 117 52.0-154
(S) Toluene-d8 109 75.0-131
(S) 4-Bromofluorobenzene 94.8 67.0-138
(S) 1,2-Dichloroethane-d4 122 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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QUALITY CONTROL SUMMARYWG2231391
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1 L1706989-10
Method Blank (MB)
(MB) R4038035-4 02/23/24 14:42
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/kg mg/kg mg/kg
TPH (GC/MS) Low Fraction U 4.58 12.5
Benzene U 0.00938 0.0250
1,2-Dichloroethane U 0.0113 0.0250
1,2-Dibromoethane U 0.00625 0.0250
Ethylbenzene U 0.00750 0.0250
Methyl tert-butyl ether U 0.00875 0.0250
Naphthalene U 0.125 0.125
Toluene U 0.0308 0.125
Xylenes, Total U 0.0125 0.0750
(S) Toluene-d8 105 75.0-131
(S) 4-Bromofluorobenzene 90.6 67.0-138
(S) 1,2-Dichloroethane-d4 115 70.0-130
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R4038035-1 02/23/24 11:31 • (LCSD) R4038035-2 02/23/24 11:52
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 %%%%%
Benzene 0.0250 0.0258 0.0247 103 98.8 70.0-123 4.36 20
1,2-Dichloroethane 0.0250 0.0228 0.0213 91.2 85.2 65.0-131 6.80 20
1,2-Dibromoethane 0.0250 0.0275 0.0265 110 106 74.0-128 3.70 20
Ethylbenzene 0.0250 0.0248 0.0249 99.2 99.6 74.0-126 0.402 20
Methyl tert-butyl ether 0.0250 0.0271 0.0206 108 82.4 66.0-132 J3 27.3 20
Naphthalene 0.0250 0.0219 0.0217 87.6 86.8 59.0-130 0.917 20
Toluene 0.0250 0.0272 0.0255 109 102 75.0-121 6.45 20
Xylenes, Total 0.0750 0.0760 0.0780 101 104 72.0-127 2.60 20
(S) Toluene-d8 109 102 75.0-131
(S) 4-Bromofluorobenzene 85.0 88.9 67.0-138
(S) 1,2-Dichloroethane-d4 102 90.8 70.0-130
Laboratory Control Sample (LCS)
(LCS) R4038035-3 02/23/24 12:35
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte mg/kg mg/kg %%
TPH (GC/MS) Low Fraction 5.00 4.96 99.2 52.0-154
(S) Toluene-d8 93.7 75.0-131
(S) 4-Bromofluorobenzene 87.9 67.0-138
(S) 1,2-Dichloroethane-d4 102 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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QUALITY CONTROL SUMMARYWG2231394
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1 L1706989-02,03,05,06,07,09
Method Blank (MB)
(MB) R4037613-5 02/22/24 10:57
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
Benzene U 0.000375 0.00100
1,2-Dichloroethane U 0.000450 0.00100
1,2-Dibromoethane U 0.000250 0.00100
Ethylbenzene U 0.000300 0.00100
Methyl tert-butyl ether U 0.000350 0.00100
Naphthalene U 0.00498 0.00500
Toluene U 0.00123 0.00500
Xylenes, Total U 0.000500 0.00300
(S) Toluene-d8 108 75.0-131
(S) 4-Bromofluorobenzene 91.1 67.0-138
(S) 1,2-Dichloroethane-d4 83.7 70.0-130
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R4037613-1 02/22/24 08:04 • (LCSD) R4037613-2 02/22/24 08:26
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 %%%%%
Benzene 0.0250 0.0247 0.0210 98.8 84.0 70.0-123 16.2 20
1,2-Dichloroethane 0.0250 0.0209 0.0219 83.6 87.6 65.0-131 4.67 20
1,2-Dibromoethane 0.0250 0.0270 0.0288 108 115 74.0-128 6.45 20
Ethylbenzene 0.0250 0.0257 0.0262 103 105 74.0-126 1.93 20
Methyl tert-butyl ether 0.0250 0.0210 0.0209 84.0 83.6 66.0-132 0.477 20
Naphthalene 0.0250 0.0233 0.0248 93.2 99.2 59.0-130 6.24 20
Toluene 0.0250 0.0262 0.0275 105 110 75.0-121 4.84 20
Xylenes, Total 0.0750 0.0798 0.0826 106 110 72.0-127 3.45 20
(S) Toluene-d8 103 105 75.0-131
(S) 4-Bromofluorobenzene 90.4 83.6 67.0-138
(S) 1,2-Dichloroethane-d4 89.6 81.8 70.0-130
Laboratory Control Sample (LCS)
(LCS) R4037613-3 02/22/24 09:08
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte mg/kg mg/kg %%
TPH (GC/MS) Low Fraction 5.00 5.57 111 52.0-154
(S) Toluene-d8 110 75.0-131
(S) 4-Bromofluorobenzene 98.8 67.0-138
(S) 1,2-Dichloroethane-d4 80.3 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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QUALITY CONTROL SUMMARYWG2233474
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1 L1706989-13
Method Blank (MB)
(MB) R4038800-5 02/24/24 15:43
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
Benzene U 0.0000941 0.00100
1,2-Dichloroethane U 0.0000819 0.00100
1,2-Dibromoethane U 0.000126 0.00100
Ethylbenzene U 0.000137 0.00100
Methyl tert-butyl ether U 0.000101 0.00100
Naphthalene 0.00162 J 0.00100 0.00500
Toluene U 0.000278 0.00100
Xylenes, Total U 0.000174 0.00300
(S) Toluene-d8 104 80.0-120
(S) 4-Bromofluorobenzene 102 77.0-126
(S) 1,2-Dichloroethane-d4 111 70.0-130
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R4038800-1 02/24/24 13:49 • (LCSD) R4038800-2 02/24/24 14:12
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 0.00504 0.00519 101 104 70.0-123 2.93 20
1,2-Dichloroethane 0.00500 0.00479 0.00504 95.8 101 70.0-128 5.09 20
1,2-Dibromoethane 0.00500 0.00438 0.00452 87.6 90.4 80.0-122 3.15 20
Ethylbenzene 0.00500 0.00444 0.00450 88.8 90.0 79.0-123 1.34 20
Methyl tert-butyl ether 0.00500 0.00524 0.00532 105 106 68.0-125 1.52 20
Naphthalene 0.00500 0.00450 0.00414 90.0 82.8 54.0-135 8.33 20
Toluene 0.00500 0.00453 0.00455 90.6 91.0 79.0-120 0.441 20
Xylenes, Total 0.0150 0.0134 0.0139 89.3 92.7 79.0-123 3.66 20
(S) Toluene-d8 101 101 80.0-120
(S) 4-Bromofluorobenzene 98.5 99.3 77.0-126
(S) 1,2-Dichloroethane-d4 109 107 70.0-130
Laboratory Control Sample (LCS)
(LCS) R4038800-4 02/24/24 14:57
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte mg/l mg/l %%
TPH (GC/MS) Low Fraction 5.00 5.00 100 66.0-132
(S) Toluene-d8 102 80.0-120
(S) 4-Bromofluorobenzene 110 77.0-126
(S) 1,2-Dichloroethane-d4 102 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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QUALITY CONTROL SUMMARYWG2228726
Semi-Volatile Organic Compounds (GC) by Method 8015 L1706989-01
Method Blank (MB)
(MB) R4035706-1 02/20/24 08:50
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/kg mg/kg mg/kg
TPH (GC/FID) High Fraction U 0.769 4.00
(S) o-Terphenyl 57.4 18.0-148
Laboratory Control Sample (LCS)
(LCS) R4035706-2 02/20/24 09:03
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte mg/kg mg/kg %%
TPH (GC/FID) High Fraction 50.0 32.5 65.0 50.0-150
(S) o-Terphenyl 50.9 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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QUALITY CONTROL SUMMARYWG2229606
Semi-Volatile Organic Compounds (GC) by Method 8015 L1706989-02,03,04,05,06,07,08,09,10
Method Blank (MB)
(MB) R4036482-1 02/21/24 09:51
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/kg mg/kg mg/kg
TPH (GC/FID) High Fraction 0.903 J 0.769 4.00
(S) o-Terphenyl 49.8 18.0-148
Laboratory Control Sample (LCS)
(LCS) R4036482-2 02/21/24 10:03
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte mg/kg mg/kg %%
TPH (GC/FID) High Fraction 50.0 34.5 69.0 50.0-150
(S) o-Terphenyl 50.0 18.0-148
L1706989-08 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1706989-08 02/21/24 11:21 • (MS) R4036482-3 02/21/24 11:34 • (MSD) R4036482-4 02/21/24 11:46
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 %%%%%
TPH (GC/FID) High Fraction 49.0 12.3 44.7 36.9 66.1 50.7 2 50.0-150 19.1 20
(S) o-Terphenyl 48.8 45.4 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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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
MDL Method Detection Limit.
ND Not detected at the Reporting Limit (or MDL where applicable).
RDL 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
B The same analyte is found in the associated blank.
J The identification of the analyte is acceptable; the reported value is an estimate.
J2 Surrogate recovery limits have been exceeded; values are outside lower control limits.
J3 The associated batch QC was outside the established quality control range for precision.
J6 The sample matrix interfered with the ability to make any accurate determination; spike value is low.
V3 The internal standard exhibited poor recovery due to sample matrix interference. The analytical results will be biased
high. BDL results will be unaffected.
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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Pace Analytical National 12065 Lebanon Rd Mount Juliet, TN 37122
Alabama 40660 Nebraska NE-OS-15-05
Alaska 17-026 Nevada TN000032021-1
Arizona AZ0612 New Hampshire 2975
Arkansas 88-0469 New Jersey–NELAP TN002
California 2932 New Mexico ¹TN00003
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 ⁶KY90010 South Carolina 84004002
Kentucky ²16 South Dakota n/a
Louisiana AI30792 Tennessee ¹ ⁴2006
Louisiana LA018 Texas T104704245-20-18
Maine TN00003 Texas ⁵LAB0152
Maryland 324 Utah TN000032021-11
Massachusetts M-TN003 Vermont VT2006
Michigan 9958 Virginia 110033
Minnesota 047-999-395 Washington C847
Mississippi TN00003 West Virginia 233
Missouri 340 Wisconsin 998093910
Montana CERT0086 Wyoming A2LA
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
* 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 Analytical.
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ANALYTICAL REPORT
March 19, 2024
WSP (Formely Wood E&I)-UT
Sample Delivery Group:L1713760
Samples Received:03/09/2024
Project Number:2381400522
Description:Hanksville UDOT #332
Site:HANKSVILLE UDOT
Report To:Corey Buchanan
10876 South River Front Parkway
South Jordan, UT 84095
Entire Report Reviewed By:
March 19, 2024
[Preliminary Report]
Daphne Richards
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.
Pace Analytical National
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:
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March 19, 2024
Daphne Richards
Project Manager
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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TABLE OF CONTENTS
Cp: Cover Page 1
Tc: Table of Contents 2
Ss: Sample Summary 3
Cn: Case Narrative 5
Sr: Sample Results 6
MW-101 L1713760-01 6
MW-102 L1713760-08 7
MW-103 L1713760-09 8
MW-104 L1713760-10 9
MW-26 L1713760-11 10
DUP-030724 L1713760-12 11
TB-030724 L1713760-13 12
Qc: Quality Control Summary 13
Volatile Organic Compounds (GC) by Method 8015D/GRO 13
Volatile Organic Compounds (GC/MS) by Method 8260B 15
Semi-Volatile Organic Compounds (GC) by Method 3511/8015 16
Gl: Glossary of Terms 17
Al: Accreditations & Locations 18
Sc: Sample Chain of Custody 19
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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SAMPLE SUMMARY
Collected by Collected date/time Received date/time
MW-101 L1713760-01 GW Rylie Burke 03/07/24 08:45 03/09/24 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Volatile Organic Compounds (GC) by Method 8015D/GRO WG2244498 1 03/12/24 08:52 03/12/24 08:52 CDD Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG2244820 1 03/12/24 17:13 03/12/24 17:13 JCP Mt. Juliet, TN
Semi-Volatile Organic Compounds (GC) by Method 3511/8015 WG2245490 1 03/14/24 18:51 03/15/24 16:42 MAA Mt. Juliet, TN
Collected by Collected date/time Received date/time
MW-102 L1713760-08 GW Rylie Burke 03/07/24 09:50 03/09/24 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Volatile Organic Compounds (GC) by Method 8015D/GRO WG2244806 1 03/12/24 15:53 03/12/24 15:53 DWR Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG2244820 1 03/12/24 17:35 03/12/24 17:35 JCP Mt. Juliet, TN
Semi-Volatile Organic Compounds (GC) by Method 3511/8015 WG2245490 1 03/14/24 18:51 03/15/24 17:02 MAA Mt. Juliet, TN
Collected by Collected date/time Received date/time
MW-103 L1713760-09 GW Rylie Burke 03/07/24 10:42 03/09/24 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Volatile Organic Compounds (GC) by Method 8015D/GRO WG2244806 1 03/12/24 16:16 03/12/24 16:16 DWR Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG2244820 1 03/12/24 17:58 03/12/24 17:58 JCP Mt. Juliet, TN
Semi-Volatile Organic Compounds (GC) by Method 3511/8015 WG2245490 1 03/14/24 18:51 03/15/24 17:22 MAA Mt. Juliet, TN
Collected by Collected date/time Received date/time
MW-104 L1713760-10 GW Rylie Burke 03/07/24 11:20 03/09/24 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Volatile Organic Compounds (GC) by Method 8015D/GRO WG2244806 1 03/12/24 16:39 03/12/24 16:39 DWR Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG2244820 1 03/12/24 18:20 03/12/24 18:20 JCP Mt. Juliet, TN
Semi-Volatile Organic Compounds (GC) by Method 3511/8015 WG2245490 1 03/14/24 18:51 03/15/24 17:42 MAA Mt. Juliet, TN
Collected by Collected date/time Received date/time
MW-26 L1713760-11 GW Rylie Burke 03/07/24 12:05 03/09/24 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Volatile Organic Compounds (GC) by Method 8015D/GRO WG2244806 1 03/12/24 17:02 03/12/24 17:02 DWR Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG2244820 1 03/12/24 18:43 03/12/24 18:43 JCP Mt. Juliet, TN
Semi-Volatile Organic Compounds (GC) by Method 3511/8015 WG2245490 1 03/14/24 18:51 03/15/24 18:02 MAA Mt. Juliet, TN
Collected by Collected date/time Received date/time
DUP-030724 L1713760-12 GW Rylie Burke 03/07/24 12:00 03/09/24 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Volatile Organic Compounds (GC) by Method 8015D/GRO WG2244806 1 03/12/24 17:25 03/12/24 17:25 DWR Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B WG2244820 1 03/12/24 19:06 03/12/24 19:06 JCP Mt. Juliet, TN
Semi-Volatile Organic Compounds (GC) by Method 3511/8015 WG2245490 1 03/14/24 18:51 03/15/24 18:22 MAA 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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SAMPLE SUMMARY
Collected by Collected date/time Received date/time
TB-030724 L1713760-13 GW Rylie Burke 03/07/24 13:00 03/09/24 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Volatile Organic Compounds (GC/MS) by Method 8260B WG2244820 1 03/12/24 11:56 03/12/24 11:56 ACG 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:
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ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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CASE NARRATIVE
All sample aliquots were received at the correct temperature, in the proper containers, with the
appropriate preservatives, and within method specified holding times, unless qualified or notated within
the report. 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]
Daphne Richards
Project Manager
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
WSP (Formely Wood E&I)-UT 2381400522 L1713760 03/19/24 08:48 5 of 19
Daphne Richards
Project Manager
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
WSP (Formely Wood E&I)-UT 2381400522 L1713760 03/19/24 08:52 5 of 19
SAMPLE RESULTS - 01
L1713760
MW-101
Collected date/time: 03/07/24 08:45
Volatile Organic Compounds (GC) by Method 8015D/GRO
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
TPH (GC/FID) Low Fraction U 0.0314 0.100 1 03/12/2024 08:52 WG2244498
(S)
a,a,a-Trifluorotoluene(FID)101 78.0-120 03/12/2024 08:52 WG2244498
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Benzene U 0.0000941 0.00100 1 03/12/2024 17:13 WG2244820
Toluene U 0.000278 0.00100 1 03/12/2024 17:13 WG2244820
Ethylbenzene U 0.000137 0.00100 1 03/12/2024 17:13 WG2244820
Total Xylenes U 0.000174 0.00300 1 03/12/2024 17:13 WG2244820
Methyl tert-butyl ether U 0.000101 0.00100 1 03/12/2024 17:13 WG2244820
Naphthalene U 0.00100 0.00500 1 03/12/2024 17:13 WG2244820
(S) Toluene-d8 110 80.0-120 03/12/2024 17:13 WG2244820
(S) 4-Bromofluorobenzene 102 77.0-126 03/12/2024 17:13 WG2244820
(S) 1,2-Dichloroethane-d4 96.4 70.0-130 03/12/2024 17:13 WG2244820
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
TPH (GC/FID) High Fraction 0.135 B 0.0247 0.100 1 03/15/2024 16:42 WG2245490
(S) o-Terphenyl 60.0 52.0-156 03/15/2024 16:42 WG2245490
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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SAMPLE RESULTS - 08
L1713760
MW-102
Collected date/time: 03/07/24 09:50
Volatile Organic Compounds (GC) by Method 8015D/GRO
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
TPH (GC/FID) Low Fraction 0.0480 B J 0.0314 0.100 1 03/12/2024 15:53 WG2244806
(S)
a,a,a-Trifluorotoluene(FID)85.8 78.0-120 03/12/2024 15:53 WG2244806
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Benzene U 0.0000941 0.00100 1 03/12/2024 17:35 WG2244820
Toluene U 0.000278 0.00100 1 03/12/2024 17:35 WG2244820
Ethylbenzene U 0.000137 0.00100 1 03/12/2024 17:35 WG2244820
Total Xylenes 0.000218 J 0.000174 0.00300 1 03/12/2024 17:35 WG2244820
Methyl tert-butyl ether U 0.000101 0.00100 1 03/12/2024 17:35 WG2244820
Naphthalene U 0.00100 0.00500 1 03/12/2024 17:35 WG2244820
(S) Toluene-d8 109 80.0-120 03/12/2024 17:35 WG2244820
(S) 4-Bromofluorobenzene 103 77.0-126 03/12/2024 17:35 WG2244820
(S) 1,2-Dichloroethane-d4 96.9 70.0-130 03/12/2024 17:35 WG2244820
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
TPH (GC/FID) High Fraction 0.119 B 0.0247 0.100 1 03/15/2024 17:02 WG2245490
(S) o-Terphenyl 83.2 52.0-156 03/15/2024 17:02 WG2245490
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:
WSP (Formely Wood E&I)-UT 2381400522 L1713760 03/19/24 08:52 7 of 19
SAMPLE RESULTS - 09
L1713760
MW-103
Collected date/time: 03/07/24 10:42
Volatile Organic Compounds (GC) by Method 8015D/GRO
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
TPH (GC/FID) Low Fraction 0.0398 B J 0.0314 0.100 1 03/12/2024 16:16 WG2244806
(S)
a,a,a-Trifluorotoluene(FID)86.1 78.0-120 03/12/2024 16:16 WG2244806
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Benzene U 0.0000941 0.00100 1 03/12/2024 17:58 WG2244820
Toluene U 0.000278 0.00100 1 03/12/2024 17:58 WG2244820
Ethylbenzene U 0.000137 0.00100 1 03/12/2024 17:58 WG2244820
Total Xylenes U 0.000174 0.00300 1 03/12/2024 17:58 WG2244820
Methyl tert-butyl ether U 0.000101 0.00100 1 03/12/2024 17:58 WG2244820
Naphthalene U 0.00100 0.00500 1 03/12/2024 17:58 WG2244820
(S) Toluene-d8 109 80.0-120 03/12/2024 17:58 WG2244820
(S) 4-Bromofluorobenzene 102 77.0-126 03/12/2024 17:58 WG2244820
(S) 1,2-Dichloroethane-d4 97.3 70.0-130 03/12/2024 17:58 WG2244820
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
TPH (GC/FID) High Fraction 0.105 B 0.0247 0.100 1 03/15/2024 17:22 WG2245490
(S) o-Terphenyl 80.0 52.0-156 03/15/2024 17:22 WG2245490
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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SAMPLE RESULTS - 10
L1713760
MW-104
Collected date/time: 03/07/24 11:20
Volatile Organic Compounds (GC) by Method 8015D/GRO
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
TPH (GC/FID) Low Fraction 0.0529 B J 0.0314 0.100 1 03/12/2024 16:39 WG2244806
(S)
a,a,a-Trifluorotoluene(FID)85.8 78.0-120 03/12/2024 16:39 WG2244806
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Benzene U 0.0000941 0.00100 1 03/12/2024 18:20 WG2244820
Toluene U 0.000278 0.00100 1 03/12/2024 18:20 WG2244820
Ethylbenzene U 0.000137 0.00100 1 03/12/2024 18:20 WG2244820
Total Xylenes U 0.000174 0.00300 1 03/12/2024 18:20 WG2244820
Methyl tert-butyl ether U 0.000101 0.00100 1 03/12/2024 18:20 WG2244820
Naphthalene U 0.00100 0.00500 1 03/12/2024 18:20 WG2244820
(S) Toluene-d8 110 80.0-120 03/12/2024 18:20 WG2244820
(S) 4-Bromofluorobenzene 103 77.0-126 03/12/2024 18:20 WG2244820
(S) 1,2-Dichloroethane-d4 95.3 70.0-130 03/12/2024 18:20 WG2244820
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
TPH (GC/FID) High Fraction 0.158 B 0.0247 0.100 1 03/15/2024 17:42 WG2245490
(S) o-Terphenyl 85.5 52.0-156 03/15/2024 17:42 WG2245490
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
WSP (Formely Wood E&I)-UT 2381400522 L1713760 03/19/24 08:48 9 of 19
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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SAMPLE RESULTS - 11
L1713760
MW-26
Collected date/time: 03/07/24 12:05
Volatile Organic Compounds (GC) by Method 8015D/GRO
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
TPH (GC/FID) Low Fraction 0.0395 B J 0.0314 0.100 1 03/12/2024 17:02 WG2244806
(S)
a,a,a-Trifluorotoluene(FID)87.4 78.0-120 03/12/2024 17:02 WG2244806
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Benzene U 0.0000941 0.00100 1 03/12/2024 18:43 WG2244820
Toluene U 0.000278 0.00100 1 03/12/2024 18:43 WG2244820
Ethylbenzene U 0.000137 0.00100 1 03/12/2024 18:43 WG2244820
Total Xylenes U 0.000174 0.00300 1 03/12/2024 18:43 WG2244820
Methyl tert-butyl ether U 0.000101 0.00100 1 03/12/2024 18:43 WG2244820
Naphthalene U 0.00100 0.00500 1 03/12/2024 18:43 WG2244820
(S) Toluene-d8 110 80.0-120 03/12/2024 18:43 WG2244820
(S) 4-Bromofluorobenzene 99.8 77.0-126 03/12/2024 18:43 WG2244820
(S) 1,2-Dichloroethane-d4 97.4 70.0-130 03/12/2024 18:43 WG2244820
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
TPH (GC/FID) High Fraction 0.109 B 0.0247 0.100 1 03/15/2024 18:02 WG2245490
(S) o-Terphenyl 81.1 52.0-156 03/15/2024 18:02 WG2245490
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
WSP (Formely Wood E&I)-UT 2381400522 L1713760 03/19/24 08:48 10 of 19
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SAMPLE RESULTS - 12
L1713760
DUP-030724
Collected date/time: 03/07/24 12:00
Volatile Organic Compounds (GC) by Method 8015D/GRO
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
TPH (GC/FID) Low Fraction 0.0330 B J 0.0314 0.100 1 03/12/2024 17:25 WG2244806
(S)
a,a,a-Trifluorotoluene(FID)86.5 78.0-120 03/12/2024 17:25 WG2244806
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Benzene U 0.0000941 0.00100 1 03/12/2024 19:06 WG2244820
Toluene U 0.000278 0.00100 1 03/12/2024 19:06 WG2244820
Ethylbenzene U 0.000137 0.00100 1 03/12/2024 19:06 WG2244820
Total Xylenes U 0.000174 0.00300 1 03/12/2024 19:06 WG2244820
Methyl tert-butyl ether U 0.000101 0.00100 1 03/12/2024 19:06 WG2244820
Naphthalene U 0.00100 0.00500 1 03/12/2024 19:06 WG2244820
(S) Toluene-d8 108 80.0-120 03/12/2024 19:06 WG2244820
(S) 4-Bromofluorobenzene 102 77.0-126 03/12/2024 19:06 WG2244820
(S) 1,2-Dichloroethane-d4 94.6 70.0-130 03/12/2024 19:06 WG2244820
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
TPH (GC/FID) High Fraction 0.134 B 0.0247 0.100 1 03/15/2024 18:22 WG2245490
(S) o-Terphenyl 80.5 52.0-156 03/15/2024 18:22 WG2245490
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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SAMPLE RESULTS - 13
L1713760
TB-030724
Collected date/time: 03/07/24 13:00
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
Benzene U 0.0000941 0.00100 1 03/12/2024 11:56 WG2244820
Toluene U 0.000278 0.00100 1 03/12/2024 11:56 WG2244820
Ethylbenzene U 0.000137 0.00100 1 03/12/2024 11:56 WG2244820
Total Xylenes U 0.000174 0.00300 1 03/12/2024 11:56 WG2244820
Methyl tert-butyl ether U 0.000101 0.00100 1 03/12/2024 11:56 WG2244820
Naphthalene U 0.00100 0.00500 1 03/12/2024 11:56 WG2244820
(S) Toluene-d8 110 80.0-120 03/12/2024 11:56 WG2244820
(S) 4-Bromofluorobenzene 104 77.0-126 03/12/2024 11:56 WG2244820
(S) 1,2-Dichloroethane-d4 98.4 70.0-130 03/12/2024 11:56 WG2244820
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
WSP (Formely Wood E&I)-UT 2381400522 L1713760 03/19/24 08:48 12 of 19
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
WSP (Formely Wood E&I)-UT 2381400522 L1713760 03/19/24 08:52 12 of 19
QUALITY CONTROL SUMMARYWG2244498
Volatile Organic Compounds (GC) by Method 8015D/GRO L1713760-01
Method Blank (MB)
(MB) R4044912-2 03/12/24 01:43
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/l mg/l mg/l
TPH (GC/FID) Low Fraction U 0.0314 0.100
(S)
a,a,a-Trifluorotoluene(FID)100 78.0-120
Laboratory Control Sample (LCS)
(LCS) R4044912-1 03/12/24 00:59
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte mg/l mg/l %%
TPH (GC/FID) Low Fraction 5.50 5.42 98.5 72.0-127
(S)
a,a,a-Trifluorotoluene(FID) 102 78.0-120
L1713735-01 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1713735-01 03/12/24 03:45 • (MS) R4044912-3 03/12/24 10:41 • (MSD) R4044912-4 03/12/24 11:03
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 %%%%%
TPH (GC/FID) Low Fraction 5.50 U 6.39 6.22 116 113 1 10.0-160 2.70 22
(S)
a,a,a-Trifluorotoluene(FID) 105 103 78.0-120
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
WSP (Formely Wood E&I)-UT 2381400522 L1713760 03/19/24 08:48 13 of 19
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
WSP (Formely Wood E&I)-UT 2381400522 L1713760 03/19/24 08:52 13 of 19
QUALITY CONTROL SUMMARYWG2244806
Volatile Organic Compounds (GC) by Method 8015D/GRO L1713760-08,09,10,11,12
Method Blank (MB)
(MB) R4046853-3 03/12/24 12:30
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/l mg/l mg/l
TPH (GC/FID) Low Fraction 0.0375 J 0.0314 0.100
(S)
a,a,a-Trifluorotoluene(FID)86.8 78.0-120
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R4046853-1 03/12/24 11:21 • (LCSD) R4046853-2 03/12/24 11:44
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 %%%%%
TPH (GC/FID) Low Fraction 5.00 4.54 4.74 90.8 94.8 72.0-127 4.31 20
(S)
a,a,a-Trifluorotoluene(FID) 105 106 78.0-120
L1713909-04 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1713909-04 03/12/24 21:48 • (MS) R4046853-4 03/12/24 22:11 • (MSD) R4046853-5 03/12/24 22:35
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 %%%%%
TPH (GC/FID) Low Fraction 5.00 0.0323 3.51 3.26 69.6 64.6 1 10.0-160 7.39 22
(S)
a,a,a-Trifluorotoluene(FID) 96.7 97.4 78.0-120
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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QUALITY CONTROL SUMMARYWG2244820
Volatile Organic Compounds (GC/MS) by Method 8260B L1713760-01,08,09,10,11,12,13
Method Blank (MB)
(MB) R4044645-3 03/12/24 11:16
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/l mg/l mg/l
Benzene U 0.0000941 0.00100
Toluene U 0.000278 0.00100
Ethylbenzene U 0.000137 0.00100
Total Xylenes U 0.000174 0.00300
Methyl tert-butyl ether U 0.000101 0.00100
Naphthalene U 0.00100 0.00500
(S) Toluene-d8 111 80.0-120
(S) 4-Bromofluorobenzene 103 77.0-126
(S) 1,2-Dichloroethane-d4 99.4 70.0-130
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R4044645-1 03/12/24 09:46 • (LCSD) R4044645-2 03/12/24 10:08
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 0.00439 0.00442 87.8 88.4 70.0-123 0.681 20
Toluene 0.00500 0.00521 0.00506 104 101 79.0-120 2.92 20
Ethylbenzene 0.00500 0.00482 0.00479 96.4 95.8 79.0-123 0.624 20
Total Xylenes 0.0150 0.0149 0.0144 99.3 96.0 79.0-123 3.41 20
Methyl tert-butyl ether 0.00500 0.00426 0.00388 85.2 77.6 68.0-125 9.34 20
Naphthalene 0.00500 0.00446 0.00449 89.2 89.8 54.0-135 0.670 20
(S) Toluene-d8 111 110 80.0-120
(S) 4-Bromofluorobenzene 103 102 77.0-126
(S) 1,2-Dichloroethane-d4 101 100 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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QUALITY CONTROL SUMMARYWG2245490
Semi-Volatile Organic Compounds (GC) by Method 3511/8015 L1713760-01,08,09,10,11,12
Method Blank (MB)
(MB) R4046398-1 03/15/24 11:38
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/l mg/l mg/l
TPH (GC/FID) High Fraction 0.0371 J 0.0247 0.100
(S) o-Terphenyl 84.5 52.0-156
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R4046398-2 03/15/24 11:58 • (LCSD) R4046398-3 03/15/24 12:19
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 %%%%%
TPH (GC/FID) High Fraction 1.50 1.70 1.71 113 114 50.0-150 0.587 20
(S) o-Terphenyl 103 101 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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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
MDL Method Detection Limit.
RDL 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
B The same analyte is found in the associated blank.
J The identification of the analyte is acceptable; the reported value is an estimate.
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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Pace Analytical National 12065 Lebanon Rd Mount Juliet, TN 37122
Alabama 40660 Nebraska NE-OS-15-05
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California 2932 New Mexico ¹TN00003
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 ⁶KY90010 South Carolina 84004002
Kentucky ²16 South Dakota n/a
Louisiana AI30792 Tennessee ¹ ⁴2006
Louisiana LA018 Texas T104704245-20-18
Maine TN00003 Texas ⁵LAB0152
Maryland 324 Utah TN000032021-11
Massachusetts M-TN003 Vermont VT2006
Michigan 9958 Virginia 110033
Minnesota 047-999-395 Washington C847
Mississippi TN00003 West Virginia 233
Missouri 340 Wisconsin 998093910
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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
* 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 Analytical.
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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