DERR-2024-012004

Facilities | Environmental | Geotechnical | Materials 1
Cover Page
Third Quarterly Groundwater
Monitoring Report; September 2024
21st & 21st Properties
NEC 100 South and 2100 East
Salt Lake City, Salt Lake County, Utah
October 31, 2024| Terracon Project No. 61197460
Prepared for:
Rockworth Companies
Holladay, Utah
6952 South High Tech Drive Ste. B
Midvale, Utah 84047
P [phone]
Terracon.com
Facilities | Environmental | Geotechnical | Materials i
Cover Letter
October 31, 2024
Rockworth Companies
4655 South 2300 East, Suite 205
Holladay, Utah 84117
Attn: Mr. Tom Henriod
P: [phone]
E:[e-mail]
Re:Third Quarterly Groundwater Monitoring Report
21st & 21st Properties
NEC 2100 South and 2100 East
Salt Lake City, Salt Lake County, Utah
Terracon Project No. 61197460
Dear Mr. Henriod:
Terracon Consultants, Inc. (Terracon) is pleased to submit this Third Quarterly Groundwater
Monitoring Report documenting the third quarterly groundwater sampling event conducted at
the 21st and 21st Properties, located at 2100 South and 2100 East, Salt Lake City, Utah.
Terracon has performed this work pursuant to the Remedial Action Plan (RAP; Terracon;
dated April 7, 2021) and subsequent Amendments submitted to the Utah Department of
Environmental Quality, Division of Solid Waste Management and Radiation Control (UDEQ,
DWMRC), who is the regulatory agency overseeing the cleanup of chlorinated solvents
present in the groundwater under the site. The work was also performed as part of the
cleanup of a Leaking Underground Storage Tank (LUST) facility (Facility ID 4002582,
Release Site ID NYA) present in the southwest portion of the site through the UDEQ Division
of Environmental Response and Remediation (DERR).
We appreciate the opportunity to have performed these services for you. Please contact our
office at [phone] if you have questions regarding this information or if we can
provide any other services.
Sincerely,
Terracon Consultants, Inc.
Andrew Turner Amy Austin
Project Manager Authorized Project Reviewer
' P \ ' X V W L Q
Facilities | Environmental | Geotechnical | Materials ii
Table Of Contents
1.0 Introduction ................................................................................ 1
1.1 Site Description ..................................................................................... 1
1.2 Soil Boring and Monitoring Well Installation ............................................... 2
1.3 Groundwater Elevation Survey ................................................................. 3
1.4 Scope of Services ................................................................................... 3
1.5 Standard of Care .................................................................................... 3
1.6 Additional Scope Limitations .................................................................... 4
1.7 Reliance ................................................................................................ 4
2.0 Groundwater Sampling Event......................................................... 4
2.1 Groundwater Sample Collection ............................................................... 4
2.2 General Observations ............................................................................. 5
3.0 Laboratory Analytical Methods ....................................................... 5
4.0 Data Evaluation ........................................................................... 5
4.1 Quality Control ....................................................................................... 6
5.0 Findings And Conclusions .............................................................. 6
Facilities | Environmental | Geotechnical | Materials iii
APPENDICES
Appendix A Exhibits
Exhibit 1:Topographic Site Overview
Exhibit 2:Post Construction Monitoring Wells
Exhibit 3:Groundwater Elevation, September 2024
Exhibit 4: PCE Exceedances in Groundwater, March 2024
Exhibit 5: PCE Exceedances in Groundwater, June 2024
Exhibit 6: PCE Exceedances in Groundwater, September 2024
Appendix B Data Tables
Table 1:Well Construction and Groundwater Elevation Data
Table 2:Groundwater Analytical Results
Appendix C Monitoring Well Boring Logs
Appendix D Revised Site Management Plan Outline, February 17, 2022
Appendix E Well Development Forms
Appendix F Monitoring Well Sampling Field Notes
Appendix G Risk Evaluation Sheets
Appendix H Chain of Custody and Laboratory Data Sheets
Monitoring Well Installation and Report
21st and 21st, Salt Lake City, Utah
October 31, 2024 | Terracon Project No. 61197460
Facilities | Environmental | Geotechnical | Materials 1
1.0 Introduction
1.1 Site Description
The Site initially consisted of eight parcels. Numerous Phase I Environmental Site
Assessments and subsequent Limited Site Investigations were conducted at the properties
from approximately 2014 through 2019 by Terracon and others. Results of these studies
indicated there were soil and groundwater impacts from chlorinated volatile organic
compounds (VOCs) thought to have originated from on-site historical dry cleaning
businesses. In 2020, two additional parcels were added to the proposed development: the
Blue Plate Diner parcel and the 21st Coffee parcel.
Two historical dry cleaners and a historical gas station had operated at these properties,
and these former businesses were found to have contributed to the chlorinated VOC
impacts. In addition, the historical gas station was identified as a release site and was
issued an Underground Storage Tank (UST) facility ID and a Release ID. The ten parcels
were re-apportioned into one parcel and assigned the APN of 16-15-359-018-0000 and
street address 2145 East 2100 South, which is now the Site.
Investigations conducted at the site are detailed in the Remedial Action Plan (RAP, Terracon,
April 7, 2021) and are thus included in the public record. Three Amendments to the RAP
were also submitted detailing changes to soil and stockpile sampling methodology and
further characterization of specific areas of the site.
A Limited Site Investigation Report was submitted by Terracon on March 2, 2021, that
detailed the installation and sampling of three monitoring wells (MW-1 through MW-3) on
and off-site in order to determine whether there are impacts to soil and/or groundwater
relating to the historical on-site LUST facility and to monitor the potential impacts over time.
The monitoring wells were planned to be drilled to approximately 30 feet bgs, but MW-3
was only drilled to 26.5 feet bgs due to refusal. The wells were later developed, surveyed,
and sampled.
Groundwater from MW-1 had detections of tetrachloroethylene (PCE) and trichloroethylene
(TCE) above United States Environmental Protection Agency (EPA) Maximum Contaminant
Levels (MCLs) and PCE above the EPA Commercial Vapor Intrusion Screening Level (VISL).
Groundwater from MW-2 detected PCE above the EPA MCL and EPA Residential VISL. None
of the borings encountered soils with chlorinated compounds above EPA Regional Screening
Levels (RSLs).
Monitoring Well MW-3 could not be developed or sampled as it never yielded groundwater.
Monitoring Well MW-1 and MW-2 only periodically yielded enough groundwater to accurately
sample, and recharge was slow. Additionally, it was likely that MW-1 would eventually need
Monitoring Well Installation and Report
21st and 21st, Salt Lake City, Utah
October 31, 2024 | Terracon Project No. 61197460
Facilities | Environmental | Geotechnical | Materials 2
to be abandoned due to planned construction of a retail and residential building over that
location.
A Revised Site Management Plan Outline was submitted to then DWMRC Project Manager,
Dale Urban, on February 17, 2022, as part of the continuing discussions concerning post-
construction site management and groundwater monitoring (Appendix D). The memo
detailed the construction of two new on-site monitoring wells (MW-4 and MW-5), one on-
site replacement monitoring well (MW-1A), and two offsite replacement monitoring wells
(MW-2A and MW-3A). The replacement wells MW-1A through MW-3A would be drilled to
deeper depths in order to ensure adequate groundwater recharge and accurate sampling
and be consistent with the new wells being constructed at the site. The memo also
discussed five years of groundwater monitoring with the first year consisting of quarterly
sampling events. Exhibit 1 (Appendix A) presents a topographic map of the area. Exhibit 2
(Appendix A) is a site diagram that shows the monitoring well locations. The replacement
wells are labeled as MW-1A, MW-2A, and MW-3A.
1.2 Soil Boring and Monitoring Well Installation
The original monitoring wells MW-1, MW-2, and MW-3 were first abandoned properly by
removing the well box. The 2-inch diameter PVC pipe was then filled with hydrated
bentonite chips. The well casing was then broken and the surface was restored to its original
condition (concrete, asphalt, or native soil). Since these wells did not exceed 30 feet bgs,
they were not subject to permitting under the Division of Water Rights.
Prior to monitoring well (new and replacement) drilling and installation, the public utility
location service (Blue Stakes of Utah) was notified at least 48 hours prior to digging or
drilling as required by law. In addition, a subcontracted private utility location service,
Earthview Technology Inc., was used to identify and mark subsurface utilities around each
well location. A Non-Production Well Application was filed with the State of Utah Division of
Water Rights, which is required for any monitoring well that extends below 30 feet bgs. The
groundwater monitoring wells were drilled by Cascade Environmental from January 9, 2024,
to January 12, 2024, using a limited-access sonic drill rig. During drilling, the soil was
logged and field-screened using sensory methods and a photoionization detector (PID) to
detect the presence of VOCs. Please refer to the soil boring and monitoring well construction
logs in Appendix C. The monitoring wells were drilled to an approximate depth of 40 feet
bgs.
The monitoring wells were constructed as follows:
Installation of 20 feet of 2-inch diameter (20-40 feet bgs), 0.010-inch machine
slotted polyvinyl chloride (PVC) well screen with a threaded bottom cap.
Installation of 2-inch diameter, threaded, flush-joint PVC riser pipe to the surface.
Monitoring Well Installation and Report
21st and 21st, Salt Lake City, Utah
October 31, 2024 | Terracon Project No. 61197460
Facilities | Environmental | Geotechnical | Materials 3
Addition of pre-sieved silica sand pack for annular sand pack around the well screen
from the bottom of the boring to approximately 2 feet above the top of the well
screen.
Placement of hydrated bentonite chips above the sand pack to just below the well
box (approximately one-foot bgs).
Installation of a 7-inch diameter, circular, bolt-down, steel, monitoring well cover
with a locking well cap inset in a flush-mount concrete well pad.
After installation and prior to sampling, the wells were developed using a surge block and
bailer. Development continued until parameters (pH, temperature, dissolved oxygen (DO),
and conductivity) stabilized to have consecutive readings be within approximately 10% or
the when the well went completely dry multiple times after multiple bailing events. At least
nine purge volumes (calculated volume of water present in the water column) were
extracted from each monitoring well. Well development forms are provided in Appendix E.
Soil cuttings collected during drilling were placed in 55 gallon drums and picked up and
disposed of by E.T. Technologies, Inc. Purge water collected during well development and
later sampling was spread onsite and allowed to infiltrate into the ground.
1.3 Groundwater Elevation Survey
The elevation of the tops of the well casings were surveyed relative to an arbitrary semi-
permanent on-site benchmark. Horizontal locations were determined via an Arrow GPS unit
with sub-meter accuracy. Groundwater levels were measured in the monitoring wells prior
to groundwater sampling. The measured water levels were used in combination with the
casing elevations to evaluate groundwater elevations, direction of groundwater flow, and
gradient. Exhibit 3 (Appendix A) indicates the approximate groundwater gradient and flow
at the site. Based on the most recent data collected during this sampling event,
groundwater flows to the southwest across the site consistent with historical studies.
1.4 Scope of Services
The scope of work was to sample the five groundwater monitoring wells associated with the
site to assess the current groundwater conditions. This is the third of four quarterly
groundwater sampling events planned for the site. Semi-annual and annual groundwater
monitoring events are detailed in the Site Management Plan (SMP).
1.5 Standard of Care
Terracon’s services were performed consistent with generally accepted practices of the
profession undertaken in similar studies in the same geographical area during the same
time period. Please note that Terracon does not warrant the work of laboratories, regulatory
agencies, or other third parties supplying information used to prepare the report. These
Monitoring Well Installation and Report
21st and 21st, Salt Lake City, Utah
October 31, 2024 | Terracon Project No. 61197460
Facilities | Environmental | Geotechnical | Materials 4
services were performed in accordance with the scope of services agreed with you, our
client, as reflected in our proposal, and were not restricted by ASTM E1903-19.
1.6 Additional Scope Limitations
Findings, conclusions, and recommendations resulting from these services are based upon
information derived from the on-site activities and other services performed under this
scope of services. Such information is subject to change over time. Certain indicators of the
presence of hazardous substances, petroleum products, or other constituents may have
been latent, inaccessible, unobservable, non-detectable, or not present during these
services, and we cannot represent that the site contains no hazardous substances, toxic
materials, petroleum products, or other latent conditions beyond those identified during this
investigation. Subsurface conditions may vary from those encountered at specific borings or
wells or during other surveys, tests, assessments, investigations, or exploratory services;
the data, interpretations, findings, and recommendations are based solely upon data
obtained at the time and within the scope of these services.
1.7 Reliance
This report has been prepared for the exclusive use and reliance of Rockworth Companies
and the Utah Department of Environmental Quality (UDEQ). Use or reliance by any other
party is prohibited without the written authorization of the Rockworth Companies and
Terracon.
Reliance on the report by the client and all authorized parties will be subject to the terms,
conditions, and limitations stated in the proposal, report, and Terracon’s Terms and
Conditions. The limitation of liability defined in the Terms and Conditions is the aggregate
limit of Terracon’s liability to the client and all relying parties.
2.0 Groundwater Sampling Event
2.1 Groundwater Sample Collection
On September 25, 2024, Terracon collected groundwater samples from the three on-site
monitoring wells (MW-1A, MW-4, and MW-5) and two off-site monitoring wells (MW-2A and
MW-3A).
Wells were sampled via low flow sampling standard operating procedures, which included
the use of a peristaltic pump and new polyethylene tubing per well. Care was taken to
ensure that the tubing was placed approximately halfway between the top of the water
column and the bottom of the screen when samples were collected. Stabilization parameters
including temperature, pH, conductivity, DO, and oxygen reduction potential (ORP) were
recorded as measured by a YSI water quality meter. Wells were sampled when field
Monitoring Well Installation and Report
21st and 21st, Salt Lake City, Utah
October 31, 2024 | Terracon Project No. 61197460
Facilities | Environmental | Geotechnical | Materials 5
parameters stabilized as defined by three consecutive readings that were within
approximately 10 percent of each other.Purge water was collected in a 55-gallon drum
currently being stored on-site. Appendix F includes the field notes associated with the
groundwater sampling event.
2.2 General Observations
Depth-to-water measurements and relative groundwater elevations are presented in Table 1
(Appendix B). Relative groundwater elevations at the site ranged between 68.89 (MW-3A)
and 78.25 (MW-5) feet above an arbitrary established benchmark.
The groundwater gradient at the site was determined using ArcGIS Pro and scaling the area
in order to interpolate locations of contour lines to show the gradient. The direction of
groundwater flow is generally toward the southwest (Exhibit 3, Appendix A), consistent with
historical data. Free product was not observed in any monitoring wells during this sampling
event.
3.0 Laboratory Analytical Methods
All groundwater samples were collected and placed in laboratory-prepared containers,
labeled, placed on ice in a cooler, and transported to Pace Analytical National Center for
Testing and Innovation (Pace Analytical) located in Mount Juliet, Tennessee. The
groundwater samples were submitted for analysis of VOCs, Total Petroleum Hydrocarbons
(TPH) Gasoline Range Organics (GRO) using EPA Method 8260B, and TPH Diesel Range
Organics (DRO) using EPA Method 8015. The executed chain-of-custody form and laboratory
data sheets are provided in Appendix H.
4.0 Data Evaluation
Results of the groundwater sampling event are summarized in Table 2 (Appendix B).
Sample locations are shown on Exhibit 2 (Appendix A). As presented in Table 2, the
following VOCs exceeded a regulatory screening level.
Well Analyte Exceedance
MW-1A PCE
TCE
Commercial VISL, MCL
Residential VISL
MW-2A PCE
TCE
Commercial VISL, MCL
Residential VISL
MW-3A Chloroform
PCE
Residential VISL
Residential VISL, MCL
MW-4 PCE Commercial VISL, MCL
MW-5 PCE Commercial VISL, MCL
Monitoring Well Installation and Report
21st and 21st, Salt Lake City, Utah
October 31, 2024 | Terracon Project No. 61197460
Facilities | Environmental | Geotechnical | Materials 6
PCE exceeded the Commercial VISL in the three on-site wells and off-site well MW-2A
located to the immediate west of the site. Residential VISL exceedances of TCE and
chloroform were reported in at least one well. The adjoining properties currently operate as
commercial businesses.
Petroleum hydrocarbons were reported above laboratory detection limits in monitoring wells
MW-2A and MW-3A; however, the concentrations reported were below the DERR’s Initial
Screening Level (ISL) for petroleum hydrocarbons in groundwater.
4.1 Quality Control
Quality control for the sampling program was provided by using standardized sample
collection and handling methods, documenting pertinent field information, and keeping
chain-of-custody records, as well as using a Utah-certified laboratory. All sampling
procedures followed Terracon’s Standard Operating Procedures and industry practices.
A review of the field procedures indicates that standard operating procedures were followed
with regards to sample collection, handling, and documentation. The analytical laboratory
report indicated that samples were extracted and analyzed within appropriate sample
holding times. Internal laboratory QA/QC procedures and results are presented in the
laboratory report and were within acceptable limits set by the laboratory, except where
noted.
5.0 Findings And Conclusions
On-Site Monitoring Well Results
PCE in groundwater is elevated at the site above Residential and Commercial VISLs (Exhibit
6). However, results from this recent sampling event indicates that PCE concentrations in
groundwater have decreased considerably since both the initial event and second quarterly
sampling event, indicating a decreasing plume. TCE is also elevated above Residential VISLs
in MW-1A. A Vapor Intrusion Mitigation System (VIMS) has been installed at the site to
mitigate potential vapor intrusion associated with the elevated PCE in groundwater. It is
now fully operational as the final connections were recently installed. Extensive soil removal
has occurred at the site, and any possible on-site source of the contamination has been
removed. If the site is considered a source of the PCE contamination, it is expected that the
PCE concentrations in these onsite wells will continue to decrease over time.
As part of the SMP, Terracon has proposed conducting vacuum testing and vapor sampling
in order to verify that the VIMS is operating properly. The samples will be analyzed for VOCs
per EPA Method TO-15. It should be noted that the vacuum test will indicate if the system is
working properly. Non-detect VOCs readings do not indicate a flaw in the system as
numerous factors indicate whether VOCs may be present in a particular riser sample at that
time period (amount of vacuum, weather conditions, lack of VOCs in areas where the piping
Monitoring Well Installation and Report
21st and 21st, Salt Lake City, Utah
October 31, 2024 | Terracon Project No. 61197460
Facilities | Environmental | Geotechnical | Materials 7
feeds into the riser, VOC migration in the groundwater at depth, etc.). Two consecutive
quarters of VIMS testing and verification will be performed.
A former gas station was located in the southwest portion of the site, near monitoring well
MW-1A. Results indicate groundwater in this area does not appear to be contaminated with
petroleum-related hydrocarbons (TPH-GRO, TPH-DRO, benzene, toluene, ethylbenzene,
xylenes, and naphthalene) above regulatory screening levels. The contaminated soil has
been excavated and removed in this area to the extent practicable. If the next round of
groundwater monitoring indicates the absence of these analytes above regulatory screening
levels, closure of the DERR LUST portion of the site should be considered.
Off-Site Monitoring Well Results
Off-site well MW-2A exceeded the Commercial VISL for PCE (Exhibit 6). Concentrations of
PCE reported in the this well were considerably higher than concentrations reported at the
initial well location (MW-2), which did not exceed the Commercial VISL. Results from this
groundwater sampling event indicates a substantial decrease in PCE concentration from the
previous two events, although the concentration is still higher than the initial groundwater
sampling conducted in this area.
A risk evaluation was conducted on off-site monitoring well MW-2A using the EPA Regional
Screening Level (RSL) calculator to evaluate if the cumulative risk posed by chemicals
remaining in the off-site groundwater represent a human health risk at levels above target
maximum risk levels and hazard indices. A hazard quotient of 1.0 was used and a target
risk of 10-6 was selected to be conservative. Although this site is commercial, the scenario
was run as “Resident.” The concentrations of PCE and TCE were added to the RSL
calculator. The results are presented below and shown in Appendix G.
The cumulative carcinogenic risk posed by the remaining chemicals in the groundwater off-
site is 2.10 x 10-5, which is above the target excess residential cancer risk of 1 x 10-6 but
below the excess commercial residential cancer risk of 1 x 10-4. The calculated Hazard Index
is 3.84. While this is above the target level for residential exposure, land use around MW-
2A is commercial, the groundwater is more than 25 feet below the surface, and the area is
capped with concrete or asphalt.
Terracon recommends monitoring this location for the next events in order to determine
whether contaminant concentrations are continuing to decrease. A risk evaluation will be
run after each sampling event, and further investigation will be considered (i.e., soil gas
investigation) if carcinogenic commercial land use exceedances are determined.
Appendix A
Exhibits
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Exhibit
terracon.comPH. 801-545-8500
6952 S High Tech Dr, Ste B
Midvale, UT
Reviewed By:
Drawn By:
Oct 2024
Date:
61197460
Project No.:
21st and 21st Properties
2105 East 2100 South
Salt Lake City, Utah
Groundwater Elevation, September 2024
3
ABA
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DATA SOURCES:
ESRI - Basemaps
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73.05MW-2A
69.89
MW-3A
68.89
MW-4
76.7
MW-5
78.25
0 30 6015
Feet
³
³@A Monitoring Well with Relative Groundwater Elevation (ft)
Groundwater Contour (ft), September 2024
&Approximate Groundwater Flow Direction
Blue Plate and 21st Coffee Property Boundary
Approximate Site Boundary
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Exhibit
terracon.comPH. 801-545-8500
6952 S High Tech Dr, Ste B
Midvale, UT
Reviewed By:
Drawn By:
Oct 2024
Date:
61197460
Project No.:
21st and 21st Properties
2105 East 2100 South
Salt Lake City, Utah
PCE Exceedances in Groundwater, September 2024
6
ABA
AST
DATA SOURCES:
ESRI - Basemaps
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MW-1A
MW-2A
MW-3A
MW-4
MW-5
0 30 6015
Feet
³
³@A Monitoring Well
Blue Plate and 21st Coffee Property Boundary
Approximate Site Boundary
PCE Exceedances in Groundwater, September 2024
Exceeds Commercial VISL (0.0652 mg/l)
Appendix B
Data Tables
Table 1
21st and 21st Properties
2100 South 2100 East, Salt Lake City, Utah
Well Construction and Groundwater Elevation Data
Well ID Well Diameter
(inches)
Screened
Interval
(ft-bgs)
Well Depth
(feet)
Top of Casing
Elevation
(feet)
Date
Depth to
Water
(ft-btoc)
Ground Water
Elevation
(feet)
97.65 03/21/24 24.89 72.76
97.36 06/21/24 24.70 72.66
97.36 09/25/24 24.31 73.05
96.09 03/21/24 27.78 68.31
95.79 06/21/24 26.38 69.41
95.79 09/25/24 25.90 69.89
96.10 03/21/24 28.88 67.22
95.80 06/21/24 27.40 68.40
95.80 09/25/24 26.91 68.89
NM 03/21/24 24.90 NM
100.23 06/21/24 23.88 76.35
100.23 09/25/24 23.53 76.70
102.49 03/21/24 25.27 77.22
102.20 06/21/24 24.25 77.95
102.20 09/25/24 23.95 78.25
NOTES:
ft-bgs = Feet below ground surface.
ft-btoc = Feet below top of casing.
NM = Not measured.
20-40
20-40
20-40
20-40
20-40 40.21
MW-1A
MW-2A
MW-3A
MW-4
MW-5
2
2
2
2
2
39.86
40.27
40.04
39.88
Page 1 of 1 Terracon Consultants
Table 2 - Groundwater Analytical Results
21st 21st Properties - 2100 South 2100 East, Salt Lake City, Utah
Terracon Project No. 61197460
Analyte CAS Method Units MCL VISL
Residential
VISL
Commercial ISL Tier 1 Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
TPH-GRO 8006-61-9 8260B mg/l NE NE NE 1 10 NA NA <5.00 1.08 5
TPH-DRO 68334-30-5 8015 mg/l NE NE NE 1 10 NA NA <0.100 0.0247 0.1
ACETONE 67-64-1 8260B mg/l NE 22500 94500 NE NE <0.0500 0.0113 0.05 <0.0500 J3 J4 0.0113 0.05 <0.500 0.113 0.5
ACROLEIN 107-02-8 8260B mg/l NE 0.00418 0.0176 NE NE <0.0500 0.00254 0.05 <0.0500 J3 0.00254 0.05 <0.500 0.0254 0.5
ACRYLONITRILE 107-13-1 8260B mg/l NE 0.00732 0.032 NE NE <0.0100 0.000671 0.01 <0.0100 J4 0.000671 0.01 <0.100 0.0067 0.1
BENZENE 71-43-2 8260B mg/l 0.005 0.00159 0.00693 0.005 0.3 <0.00100 0.0000941 0.001 <0.00100 0.0000941 0.001 <0.0100 0.0009 0.01
BROMOBENZENE 108-86-1 8260B mg/l NE 0.62 2.6 NE NE <0.00100 0.000118 0.001 <0.00100 0.000118 0.001 <0.0100 0.0012 0.01
BROMODICHLOROMETHANE 75-27-4 8260B mg/l 0.08 0.000876 0.00382 NE NE <0.00100 0.000136 0.001 <0.00100 0.000136 0.001 <0.0100 0.0014 0.01
BROMOFORM 75-25-2 8260B mg/l 0.08 0.117 0.51 NE NE <0.00100 0.000129 0.001 <0.00100 0.000129 0.001 <0.0100 0.0013 0.01
BROMOMETHANE 74-83-9 8260B mg/l NE 0.0174 0.073 NE NE <0.00500 0.000605 0.005 <0.00500 J3 0.000605 0.005 <0.0500 J4 0.0061 0.05
N-BUTYLBENZENE 104-51-8 8260B mg/l NE NE NE NE NE 0.00131 0.000157 0.001 <0.00100 0.000157 0.001 <0.0100 0.0016 0.01
SEC-BUTYLBENZENE 135-98-8 8260B mg/l NE NE NE NE NE 0.000735 J 0.000125 0.001 <0.00100 0.000125 0.001 <0.0100 0.0013 0.01
TERT-BUTYLBENZENE 98-06-6 8260B mg/l NE NE NE NE NE 0.000194 J 0.000127 0.001 <0.00100 0.000127 0.001 <0.0100 0.0013 0.01
CARBON TETRACHLORIDE 56-23-5 8260B mg/l 0.005 0.000415 0.00181 NE NE <0.00100 0.000128 0.001 <0.00100 0.000128 0.001 <0.0100 0.0013 0.01
CHLOROBENZENE 108-90-7 8260B mg/l 0.1 0.41 1.72 NE NE <0.00100 0.000116 0.001 <0.00100 0.000116 0.001 <0.0100 0.0012 0.01
CHLORODIBROMOMETHANE 124-48-1 8260B mg/l 0.08 NE NE NE NE <0.00100 0.00014 0.001 <0.00100 0.00014 0.001 <0.0100 0.0014 0.01
CHLOROETHANE 75-00-3 8260B mg/l NE 23 96.5 NE NE <0.00500 0.000192 0.005 <0.00500 0.000192 0.005 <0.0500 J4 0.0019 0.05
2-CHLOROETHYL VINYL ETHER 110-75-8 8260B mg/l NE NE NE NE NE <0.0500 0.000575 0.05 <0.0500 0.000575 0.05 <0.500 0.0058 0.5
CHLOROFORM 67-66-3 8260B mg/l 0.08 0.000814 0.00355 NE NE 0.00122 J 0.000111 0.005 0.00135 J 0.000111 0.005 <0.0500 0.0011 0.05
CHLOROMETHANE 74-87-3 8260B mg/l NE 0.26 1.09 NE NE <0.00250 0.00096 0.003 <0.00250 0.00096 0.003 <0.0250 0.0096 0.025
2-CHLOROTOLUENE 95-49-8 8260B mg/l NE NE NE NE NE <0.00100 0.000106 0.001 <0.00100 0.000106 0.001 <0.0100 0.0011 0.01
4-CHLOROTOLUENE 106-43-4 8260B mg/l NE NE NE NE NE <0.00100 0.000114 0.001 <0.00100 0.000114 0.001 <0.0100 0.0011 0.01
1,2-DIBROMO-3-CHLOROPROPANE 96-12-8 8260B mg/l 0.0002 0.0000281 0.00034 NE NE <0.00500 0.000276 0.005 <0.00500 0.000276 0.005 <0.0500 0.0028 0.05
1,2-DIBROMOETHANE 106-93-4 8260B mg/l 0.00005 0.000176 0.000769 NE NE <0.00100 0.000126 0.001 <0.00100 0.000126 0.001 <0.0100 0.0013 0.01
DIBROMOMETHANE 74-95-3 8260B mg/l NE 0.124 0.521 NE NE <0.00100 0.000122 0.001 <0.00100 0.000122 0.001 <0.0100 0.0012 0.01
1,2-DICHLOROBENZENE 95-50-1 8260B mg/l 0.6 2.66 11.2 NE NE <0.00100 0.000107 0.001 <0.00100 0.000107 0.001 <0.0100 0.0011 0.01
1,3-DICHLOROBENZENE 541-73-1 8260B mg/l NE NE NE NE NE <0.00100 0.00011 0.001 <0.00100 0.00011 0.001 <0.0100 0.0011 0.01
1,4-DICHLOROBENZENE 106-46-7 8260B mg/l 0.075 0.00259 0.0113 NE NE <0.00100 0.00012 0.001 <0.00100 0.00012 0.001 <0.0100 0.0012 0.01
DICHLORODIFLUOROMETHANE 75-71-8 8260B mg/l NE 0.00744 0.0312 NE NE <0.00500 0.000374 0.005 <0.00500 0.000374 0.005 <0.0500 0.0037 0.05
1,1-DICHLOROETHANE 75-34-3 8260B mg/l NE 0.00764 0.0334 NE NE <0.00100 0.0001 0.001 <0.00100 0.0001 0.001 <0.0100 0.001 0.01
1,2-DICHLOROETHANE 107-06-2 8260B mg/l 0.005 0.00224 0.00978 NE NE <0.00100 0.0000819 0.001 <0.00100 0.0000819 0.001 <0.0100 0.0008 0.01
1,1-DICHLOROETHENE 75-35-4 8260B mg/l 0.007 0.195 0.821 NE NE <0.00100 0.000188 0.001 <0.00100 0.000188 0.001 <0.0100 0.0019 0.01
CIS-1,2-DICHLOROETHENE 156-59-2 8260B mg/l 0.07 NE NE NE NE <0.00100 0.000126 0.001 0.000364 J 0.000126 0.001 <0.0100 0.0013 0.01
TRANS-1,2-DICHLOROETHENE 156-60-5 8260B mg/l 0.1 0.109 0.457 NE NE <0.00100 0.000149 0.001 <0.00100 0.000149 0.001 <0.0100 0.0015 0.01
1,2-DICHLOROPROPANE 78-87-5 8260B mg/l 0.005 0.00658 0.0287 NE NE <0.00100 0.000149 0.001 <0.00100 0.000149 0.001 <0.0100 0.0015 0.01
1,1-DICHLOROPROPENE 563-58-6 8260B mg/l NE NE NE NE NE <0.00100 0.000142 0.001 <0.00100 0.000142 0.001 <0.0100 0.0014 0.01
1,3-DICHLOROPROPANE 142-28-9 8260B mg/l NE NE NE NE NE <0.00100 0.00011 0.001 <0.00100 0.00011 0.001 <0.0100 0.0011 0.01
CIS-1,3-DICHLOROPROPENE 10061-01-5 8260B mg/l NE NE NE NE NE <0.00100 0.000111 0.001 <0.00100 0.000111 0.001 <0.0100 0.0011 0.01
24.31
Date Collected 3/21/2024
Depth to Water (ft)24.89
9/25/2024
Lab Sample ID L1718417-01
Monitoring Well ID MW-1A
L1750411-01
MW-1A
L1750411-01
MW-1A
6/21/2024
24.70
Page 1 of 15
Table 2 - Groundwater Analytical Results
21st 21st Properties - 2100 South 2100 East, Salt Lake City, Utah
Terracon Project No. 61197460
Analyte CAS Method Units MCL VISL
Residential
VISL
Commercial ISL Tier 1 Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
24.31
Date Collected 3/21/2024
Depth to Water (ft)24.89
9/25/2024
Lab Sample ID L1718417-01
Monitoring Well ID MW-1A
L1750411-01
MW-1A
L1750411-01
MW-1A
6/21/2024
24.70
TRANS-1,3-DICHLOROPROPENE 10061-02-6 8260B mg/l NE NE NE NE NE <0.00100 0.000118 0.001 <0.00100 0.000118 0.001 <0.0100 0.0012 0.01
2,2-DICHLOROPROPANE 594-20-7 8260B mg/l NE NE NE NE NE <0.00100 0.000161 0.001 <0.00100 0.000161 0.001 <0.0100 0.0016 0.01
DI-ISOPROPYL ETHER 108-20-3 8260B mg/l NE 6.97 29.3 NE NE <0.00100 0.000105 0.001 <0.00100 0.000105 0.001 <0.0100 0.0011 0.01
ETHYLBENZENE 100-41-4 8260B mg/l 0.7 0.00349 0.0152 0.7 4 0.000717 J 0.000137 0.001 <0.00100 0.000137 0.001 <0.0100 0.0014 0.01
HEXACHLORO-1,3-BUTADIENE 87-68-3 8260B mg/l NE 0.000303 0.00132 NE NE <0.00100 0.000337 0.001 <0.00100 0.000337 0.001 <0.0100 0.0034 0.01
ISOPROPYLBENZENE 98-82-8 8260B mg/l NE 0.887 3.73 NE NE 0.00103 0.000105 0.001 <0.00100 0.000105 0.001 <0.0100 0.0011 0.01
P-ISOPROPYLTOLUENE 99-87-6 8260B mg/l NE NE NE NE NE 0.000523 J 0.00012 0.001 <0.00100 0.00012 0.001 <0.0100 0.0012 0.01
2-BUTANONE (MEK)78-93-3 8260B mg/l NE 2240 9410 NE NE <0.0100 0.00119 0.01 <0.0100 J3 J4 0.00119 0.01 <0.100 0.0119 0.1
METHYLENE CHLORIDE 75-09-2 8260B mg/l 0.005 0.763 9.23 NE NE <0.00500 0.00043 0.005 <0.00500 0.00043 0.005 <0.0500 0.0043 0.05
4-METHYL-2-PENTANONE (MIBK)108-10-1 8260B mg/l NE 555 2330 NE NE <0.0100 0.000478 0.01 <0.0100 0.000478 0.01 <0.100 0.0048 0.1
METHYL TERT-BUTYL ETHER 1634-04-4 8260B mg/l NE 0.45 1.97 0.2 0.2 <0.00100 0.000101 0.001 <0.00100 J4 0.000101 0.001 <0.0100 0.001 0.01
NAPHTHALENE 91-20-3 8260B mg/l NE 0.00459 0.0201 0.7 0.7 0.00386 J 0.001 0.005 <0.00500 0.001 0.005 <0.0500 0.01 0.05
N-PROPYLBENZENE 103-65-1 8260B mg/l NE 2.43 10.2 NE NE 0.00217 0.0000993 0.001 <0.00100 0.0000993 0.001 <0.0100 0.001 0.01
STYRENE 100-42-5 8260B mg/l 0.1 9.28 39 NE NE <0.00100 0.000118 0.001 <0.00100 0.000118 0.001 <0.0100 0.0012 0.01
1,1,1,2-TETRACHLOROETHANE 630-20-6 8260B mg/l NE 0.00371 0.0162 NE NE <0.00100 0.000147 0.001 <0.00100 0.000147 0.001 <0.0100 0.0015 0.01
1,1,2,2-TETRACHLOROETHANE 79-34-5 8260B mg/l NE 0.00323 0.0141 NE NE <0.00100 0.000133 0.001 <0.00100 0.000133 0.001 <0.0100 0.0013 0.01
1,1,2-TRICHLOROTRIFLUOROETHANE 76-13-1 8260B mg/l NE 0.242 1.02 NE NE <0.00100 0.00018 0.001 <0.00100 0.00018 0.001 <0.0100 0.0018 0.01
TETRACHLOROETHENE 127-18-4 8260B mg/l 0.005 0.0149 0.0652 NE NE 0.431 0.003 0.01 0.274 0.003 0.01 0.212 0.003 0.01
TOLUENE 108-88-3 8260B mg/l 1 19.2 80.7 1 3 <0.00100 0.000278 0.001 <0.00100 0.000278 0.001 <0.0100 0.0028 0.01
1,2,3-TRICHLOROBENZENE 87-61-6 8260B mg/l NE NE NE NE NE <0.00100 0.00023 0.001 <0.00100 0.00023 0.001 <0.0100 0.0023 0.01
1,2,4-TRICHLOROBENZENE 120-82-1 8260B mg/l 0.07 0.0359 0.151 NE NE <0.00100 0.000481 0.001 <0.00100 0.000481 0.001 <0.0100 0.0048 0.01
1,1,1-TRICHLOROETHANE 71-55-6 8260B mg/l 0.2 7.42 31.1 NE NE <0.00100 0.000149 0.001 <0.00100 0.000149 0.001 <0.0100 0.0015 0.01
1,1,2-TRICHLOROETHANE 79-00-5 8260B mg/l 0.005 0.00521 0.0228 NE NE <0.00100 0.000158 0.001 <0.00100 0.000158 0.001 <0.0100 0.0016 0.01
TRICHLOROETHENE 79-01-6 8260B mg/l 0.005 0.00119 0.00743 NE NE 0.00122 0.00019 0.001 0.00123 0.00019 0.001 0.0035 J 0.0019 0.01
TRICHLOROFLUOROMETHANE 75-69-4 8260B mg/l NE NE NE NE NE <0.00500 0.00016 0.005 <0.00500 0.00016 0.005 <0.0500 0.0016 0.05
1,2,3-TRICHLOROPROPANE 96-18-4 8260B mg/l NE 0.0223 0.0937 NE NE <0.00250 0.000237 0.003 <0.00250 0.000237 0.003 <0.0250 0.0024 0.025
1,2,4-TRIMETHYLBENZENE 95-63-6 8260B mg/l NE 0.248 1.04 NE NE 0.0265 0.000322 0.001 <0.00100 0.000322 0.001 <0.0100 0.0032 0.01
1,2,3-TRIMETHYLBENZENE 526-73-8 8260B mg/l NE 0.351 1.47 NE NE 0.00909 0.000104 0.001 <0.00100 0.000104 0.001 <0.0100 0.001 0.01
Page 2 of 15
Table 2 - Groundwater Analytical Results
21st 21st Properties - 2100 South 2100 East, Salt Lake City, Utah
Terracon Project No. 61197460
Analyte CAS Method Units MCL VISL
Residential
VISL
Commercial ISL Tier 1 Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
24.31
Date Collected 3/21/2024
Depth to Water (ft)24.89
9/25/2024
Lab Sample ID L1718417-01
Monitoring Well ID MW-1A
L1750411-01
MW-1A
L1750411-01
MW-1A
6/21/2024
24.70
1,3,5-TRIMETHYLBENZENE 108-67-8 8260B mg/l NE 0.175 0.733 NE NE 0.00955 0.000104 0.001 <0.00100 0.000104 0.001 <0.0100 0.001 0.01
VINYL CHLORIDE 75-01-4 8260B mg/l 0.002 0.000147 0.00245 NE NE <0.00100 0.000234 0.001 <0.00100 0.000234 0.001 <0.0100 0.0023 0.01
XYLENES, TOTAL 1330-20-7 8260B mg/l 10 0.385 1.62 10 10 0.012 0.000174 0.003 <0.00300 0.000174 0.003 <0.0300 0.0017 0.03
J3: The associated batch QC was outside the established quality control range for precision.
J4: The sample matrix interfered with the ability to make any accurate determination; spike value is high.
NA: Not Analyzed.
UDEQ: Utah Department of Environmental Quality's Initial Screening Levels (ISLs) and risk-based Tier 1 Screening Levels (Tier 1) for
petroleum hydrocarbons in groundwater at underground storage tank sites.
NE:Not Established.<:Less than Reported Detection Limit (RDL).mg/l:Milligrams per liter.
Bold value exceeds Method Detection Limit (MDL). Color shaded value exceeds screening level.
Qualifiers (Q):
J: The identification of the analyte is acceptable; the reported value is an estimate.
B: The same analyte is found in the associated blank.
EPA VISL: Target Groundwater Concentration (TGC) Vapor Intrusion Screening Level (VISL); May 2024.
EPA RSL: Environmental Protection Agency Regional Screening level for drinking water (May 2024).
EPA MCL: Environmental Protection Agency Maximum Contaminant Level for drinking water (May 2024).
Page 3 of 15
Table 2 - Groundwater Analytical Results
21st 21st Properties - 2100 South 2100 East, Salt Lake City, Utah
Terracon Project No. 61197460
Analyte CAS Method Units MCL VISL
Residential
VISL
Commercial ISL Tier 1
TPH-GRO 8006-61-9 8260B mg/l NE NE NE 1 10
TPH-DRO 68334-30-5 8015 mg/l NE NE NE 1 10
ACETONE 67-64-1 8260B mg/l NE 22500 94500 NE NE
ACROLEIN 107-02-8 8260B mg/l NE 0.00418 0.0176 NE NE
ACRYLONITRILE 107-13-1 8260B mg/l NE 0.00732 0.032 NE NE
BENZENE 71-43-2 8260B mg/l 0.005 0.00159 0.00693 0.005 0.3
BROMOBENZENE 108-86-1 8260B mg/l NE 0.62 2.6 NE NE
BROMODICHLOROMETHANE 75-27-4 8260B mg/l 0.08 0.000876 0.00382 NE NE
BROMOFORM 75-25-2 8260B mg/l 0.08 0.117 0.51 NE NE
BROMOMETHANE 74-83-9 8260B mg/l NE 0.0174 0.073 NE NE
N-BUTYLBENZENE 104-51-8 8260B mg/l NE NE NE NE NE
SEC-BUTYLBENZENE 135-98-8 8260B mg/l NE NE NE NE NE
TERT-BUTYLBENZENE 98-06-6 8260B mg/l NE NE NE NE NE
CARBON TETRACHLORIDE 56-23-5 8260B mg/l 0.005 0.000415 0.00181 NE NE
CHLOROBENZENE 108-90-7 8260B mg/l 0.1 0.41 1.72 NE NE
CHLORODIBROMOMETHANE 124-48-1 8260B mg/l 0.08 NE NE NE NE
CHLOROETHANE 75-00-3 8260B mg/l NE 23 96.5 NE NE
2-CHLOROETHYL VINYL ETHER 110-75-8 8260B mg/l NE NE NE NE NE
CHLOROFORM 67-66-3 8260B mg/l 0.08 0.000814 0.00355 NE NE
CHLOROMETHANE 74-87-3 8260B mg/l NE 0.26 1.09 NE NE
2-CHLOROTOLUENE 95-49-8 8260B mg/l NE NE NE NE NE
4-CHLOROTOLUENE 106-43-4 8260B mg/l NE NE NE NE NE
1,2-DIBROMO-3-CHLOROPROPANE 96-12-8 8260B mg/l 0.0002 0.0000281 0.00034 NE NE
1,2-DIBROMOETHANE 106-93-4 8260B mg/l 0.00005 0.000176 0.000769 NE NE
DIBROMOMETHANE 74-95-3 8260B mg/l NE 0.124 0.521 NE NE
1,2-DICHLOROBENZENE 95-50-1 8260B mg/l 0.6 2.66 11.2 NE NE
1,3-DICHLOROBENZENE 541-73-1 8260B mg/l NE NE NE NE NE
1,4-DICHLOROBENZENE 106-46-7 8260B mg/l 0.075 0.00259 0.0113 NE NE
DICHLORODIFLUOROMETHANE 75-71-8 8260B mg/l NE 0.00744 0.0312 NE NE
1,1-DICHLOROETHANE 75-34-3 8260B mg/l NE 0.00764 0.0334 NE NE
1,2-DICHLOROETHANE 107-06-2 8260B mg/l 0.005 0.00224 0.00978 NE NE
1,1-DICHLOROETHENE 75-35-4 8260B mg/l 0.007 0.195 0.821 NE NE
CIS-1,2-DICHLOROETHENE 156-59-2 8260B mg/l 0.07 NE NE NE NE
TRANS-1,2-DICHLOROETHENE 156-60-5 8260B mg/l 0.1 0.109 0.457 NE NE
1,2-DICHLOROPROPANE 78-87-5 8260B mg/l 0.005 0.00658 0.0287 NE NE
1,1-DICHLOROPROPENE 563-58-6 8260B mg/l NE NE NE NE NE
1,3-DICHLOROPROPANE 142-28-9 8260B mg/l NE NE NE NE NE
CIS-1,3-DICHLOROPROPENE 10061-01-5 8260B mg/l NE NE NE NE NE
Date Collected
Depth to Water (ft)
Lab Sample ID
Monitoring Well ID
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
NA NA <2.50 0.54 2.5
NA NA 0.0635 J 0.025 0.1
<0.0500 0.0113 0.05 <0.0500 J3 J4 0.0113 0.05 <0.250 0.057 0.25
<0.0500 0.00254 0.05 <0.0500 J3 0.00254 0.05 <0.250 0.013 0.25
<0.0100 0.000671 0.01 <0.0100 J4 0.000671 0.01 <0.0500 0.003 0.05
<0.00100 0.0000941 0.001 <0.00100 0.0000941 0.001 <0.00500 5E-04 0.005
<0.00100 0.000118 0.001 <0.00100 0.000118 0.001 <0.00500 6E-04 0.005
<0.00100 0.000136 0.001 <0.00100 0.000136 0.001 <0.00500 7E-04 0.005
<0.00100 0.000129 0.001 <0.00100 0.000129 0.001 <0.00500 6E-04 0.005
<0.00500 0.000605 0.005 <0.00500 J3 0.000605 0.005 <0.0250 J4 0.003 0.025
<0.00100 0.000157 0.001 <0.00100 0.000157 0.001 <0.00500 8E-04 0.005
<0.00100 0.000125 0.001 <0.00100 0.000125 0.001 <0.00500 6E-04 0.005
<0.00100 0.000127 0.001 <0.00100 0.000127 0.001 <0.00500 6E-04 0.005
<0.00100 0.000128 0.001 <0.00100 0.000128 0.001 <0.00500 6E-04 0.005
<0.00100 0.000116 0.001 <0.00100 0.000116 0.001 <0.00500 6E-04 0.005
<0.00100 0.00014 0.001 <0.00100 0.00014 0.001 <0.00500 7E-04 0.005
<0.00500 0.000192 0.005 <0.00500 0.000192 0.005 <0.0250 J4 1E-03 0.025
<0.0500 0.000575 0.05 <0.0500 0.000575 0.05 <0.250 0.003 0.25
0.00128 J 0.000111 0.005 0.000972 J 0.000111 0.005 <0.0250 6E-04 0.025
<0.00250 0.00096 0.003 <0.00250 0.00096 0.003 <0.0125 0.005 0.013
<0.00100 0.000106 0.001 <0.00100 0.000106 0.001 <0.00500 5E-04 0.005
<0.00100 0.000114 0.001 <0.00100 0.000114 0.001 <0.00500 6E-04 0.005
<0.00500 0.000276 0.005 <0.00500 0.000276 0.005 <0.0250 0.001 0.025
<0.00100 0.000126 0.001 <0.00100 0.000126 0.001 <0.00500 6E-04 0.005
<0.00100 0.000122 0.001 <0.00100 0.000122 0.001 <0.00500 6E-04 0.005
<0.00100 0.000107 0.001 <0.00100 0.000107 0.001 <0.00500 5E-04 0.005
<0.00100 0.00011 0.001 <0.00100 0.00011 0.001 <0.00500 6E-04 0.005
<0.00100 0.00012 0.001 <0.00100 0.00012 0.001 <0.00500 6E-04 0.005
<0.00500 0.000374 0.005 <0.00500 0.000374 0.005 <0.0250 0.002 0.025
<0.00100 0.0001 0.001 <0.00100 0.0001 0.001 <0.00500 5E-04 0.005
<0.00100 0.0000819 0.001 <0.00100 0.0000819 0.001 <0.00500 4E-04 0.005
<0.00100 0.000188 0.001 <0.00100 0.000188 0.001 <0.00500 9E-04 0.005
<0.00100 0.000126 0.001 0.000259 J 0.000126 0.001 <0.00500 6E-04 0.005
<0.00100 0.000149 0.001 <0.00100 0.000149 0.001 <0.00500 7E-04 0.005
<0.00100 0.000149 0.001 <0.00100 0.000149 0.001 <0.00500 7E-04 0.005
<0.00100 0.000142 0.001 <0.00100 0.000142 0.001 <0.00500 7E-04 0.005
<0.00100 0.00011 0.001 <0.00100 0.00011 0.001 <0.00500 6E-04 0.005
<0.00100 0.000111 0.001 <0.00100 0.000111 0.001 <0.00500 6E-04 0.005
L1750411-02
MW-2A
9/25/2024
25.90
3/21/2024
27.78
L1718417-02
MW-2A
L1750411-02
MW-2A
6/21/2024
26.38
Page 4 of 15
Table 2 - Groundwater Analytical Results
21st 21st Properties - 2100 South 2100 East, Salt Lake City, Utah
Terracon Project No. 61197460
Analyte CAS Method Units MCL VISL
Residential
VISL
Commercial ISL Tier 1
TPH-GRO 8006-61-9 8260B mg/l NE NE NE 1 10
Date Collected
Depth to Water (ft)
Lab Sample ID
Monitoring Well ID
TRANS-1,3-DICHLOROPROPENE 10061-02-6 8260B mg/l NE NE NE NE NE
2,2-DICHLOROPROPANE 594-20-7 8260B mg/l NE NE NE NE NE
DI-ISOPROPYL ETHER 108-20-3 8260B mg/l NE 6.97 29.3 NE NE
ETHYLBENZENE 100-41-4 8260B mg/l 0.7 0.00349 0.0152 0.7 4
HEXACHLORO-1,3-BUTADIENE 87-68-3 8260B mg/l NE 0.000303 0.00132 NE NE
ISOPROPYLBENZENE 98-82-8 8260B mg/l NE 0.887 3.73 NE NE
P-ISOPROPYLTOLUENE 99-87-6 8260B mg/l NE NE NE NE NE
2-BUTANONE (MEK)78-93-3 8260B mg/l NE 2240 9410 NE NE
METHYLENE CHLORIDE 75-09-2 8260B mg/l 0.005 0.763 9.23 NE NE
4-METHYL-2-PENTANONE (MIBK)108-10-1 8260B mg/l NE 555 2330 NE NE
METHYL TERT-BUTYL ETHER 1634-04-4 8260B mg/l NE 0.45 1.97 0.2 0.2
NAPHTHALENE 91-20-3 8260B mg/l NE 0.00459 0.0201 0.7 0.7
N-PROPYLBENZENE 103-65-1 8260B mg/l NE 2.43 10.2 NE NE
STYRENE 100-42-5 8260B mg/l 0.1 9.28 39 NE NE
1,1,1,2-TETRACHLOROETHANE 630-20-6 8260B mg/l NE 0.00371 0.0162 NE NE
1,1,2,2-TETRACHLOROETHANE 79-34-5 8260B mg/l NE 0.00323 0.0141 NE NE
1,1,2-TRICHLOROTRIFLUOROETHANE 76-13-1 8260B mg/l NE 0.242 1.02 NE NE
TETRACHLOROETHENE 127-18-4 8260B mg/l 0.005 0.0149 0.0652 NE NE
TOLUENE 108-88-3 8260B mg/l 1 19.2 80.7 1 3
1,2,3-TRICHLOROBENZENE 87-61-6 8260B mg/l NE NE NE NE NE
1,2,4-TRICHLOROBENZENE 120-82-1 8260B mg/l 0.07 0.0359 0.151 NE NE
1,1,1-TRICHLOROETHANE 71-55-6 8260B mg/l 0.2 7.42 31.1 NE NE
1,1,2-TRICHLOROETHANE 79-00-5 8260B mg/l 0.005 0.00521 0.0228 NE NE
TRICHLOROETHENE 79-01-6 8260B mg/l 0.005 0.00119 0.00743 NE NE
TRICHLOROFLUOROMETHANE 75-69-4 8260B mg/l NE NE NE NE NE
1,2,3-TRICHLOROPROPANE 96-18-4 8260B mg/l NE 0.0223 0.0937 NE NE
1,2,4-TRIMETHYLBENZENE 95-63-6 8260B mg/l NE 0.248 1.04 NE NE
1,2,3-TRIMETHYLBENZENE 526-73-8 8260B mg/l NE 0.351 1.47 NE NE
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
L1750411-02
MW-2A
9/25/2024
25.90
3/21/2024
27.78
L1718417-02
MW-2A
L1750411-02
MW-2A
6/21/2024
26.38
<0.00100 0.000118 0.001 <0.00100 0.000118 0.001 <0.00500 6E-04 0.005
<0.00100 0.000161 0.001 <0.00100 0.000161 0.001 <0.00500 8E-04 0.005
<0.00100 0.000105 0.001 <0.00100 0.000105 0.001 <0.00500 5E-04 0.005
<0.00100 0.000137 0.001 <0.00100 0.000137 0.001 <0.00500 7E-04 0.005
<0.00100 0.000337 0.001 <0.00100 0.000337 0.001 <0.00500 0.002 0.005
<0.00100 0.000105 0.001 <0.00100 0.000105 0.001 <0.00500 5E-04 0.005
<0.00100 0.00012 0.001 <0.00100 0.00012 0.001 <0.00500 6E-04 0.005
<0.0100 0.00119 0.01 <0.0100 J3 J4 0.00119 0.01 <0.0500 0.006 0.05
<0.00500 0.00043 0.005 <0.00500 0.00043 0.005 <0.0250 0.002 0.025
<0.0100 0.000478 0.01 <0.0100 0.000478 0.01 <0.0500 0.002 0.05
<0.00100 0.000101 0.001 <0.00100 J4 0.000101 0.001 <0.00500 5E-04 0.005
<0.00500 0.001 0.005 <0.00500 0.001 0.005 <0.0250 0.005 0.025
<0.00100 0.0000993 0.001 <0.00100 0.0000993 0.001 <0.00500 5E-04 0.005
<0.00100 0.000118 0.001 <0.00100 0.000118 0.001 <0.00500 6E-04 0.005
<0.00100 0.000147 0.001 <0.00100 0.000147 0.001 <0.00500 7E-04 0.005
<0.00100 0.000133 0.001 <0.00100 0.000133 0.001 <0.00500 7E-04 0.005
<0.00100 0.00018 0.001 <0.00100 0.00018 0.001 <0.00500 9E-04 0.005
0.407 0.003 0.01 0.137 0.0015 0.005 0.0983 0.002 0.005
<0.00100 0.000278 0.001 <0.00100 0.000278 0.001 <0.00500 0.001 0.005
<0.00100 0.00023 0.001 <0.00100 0.00023 0.001 <0.00500 0.001 0.005
<0.00100 0.000481 0.001 <0.00100 0.000481 0.001 <0.00500 0.002 0.005
<0.00100 0.000149 0.001 <0.00100 0.000149 0.001 <0.00500 7E-04 0.005
<0.00100 0.000158 0.001 <0.00100 0.000158 0.001 <0.00500 8E-04 0.005
0.00144 0.00019 0.001 0.00411 0.00019 0.001 0.00609 1E-03 0.005
<0.00500 0.00016 0.005 <0.00500 0.00016 0.005 <0.0250 8E-04 0.025
<0.00250 0.000237 0.003 <0.00250 0.000237 0.003 <0.0125 0.001 0.013
<0.00100 0.000322 0.001 <0.00100 0.000322 0.001 <0.00500 0.002 0.005
<0.00100 0.000104 0.001 <0.00100 0.000104 0.001 <0.00500 5E-04 0.005
Page 5 of 15
Table 2 - Groundwater Analytical Results
21st 21st Properties - 2100 South 2100 East, Salt Lake City, Utah
Terracon Project No. 61197460
Analyte CAS Method Units MCL VISL
Residential
VISL
Commercial ISL Tier 1
TPH-GRO 8006-61-9 8260B mg/l NE NE NE 1 10
Date Collected
Depth to Water (ft)
Lab Sample ID
Monitoring Well ID
1,3,5-TRIMETHYLBENZENE 108-67-8 8260B mg/l NE 0.175 0.733 NE NE
VINYL CHLORIDE 75-01-4 8260B mg/l 0.002 0.000147 0.00245 NE NE
XYLENES, TOTAL 1330-20-7 8260B mg/l 10 0.385 1.62 10 10
J3: The associated batch QC was outside the established quality control range for precision.
J4: The sample matrix interfered with the ability to make any accurate determination; spike value is high.
NA: Not Analyzed.
UDEQ: Utah Department of Environmental Quality's Initial Screening Levels (ISLs) and risk-based Tier 1 Screening Levels (Tier 1) for
petroleum hydrocarbons in groundwater at underground storage tank sites.
NE:Not Established.<:Less than Reported Detection Limit (RDL).mg/l:Milligrams per liter.
Bold value exceeds Method Detection Limit (MDL). Color shaded value exceeds screening level.
Qualifiers (Q):
J: The identification of the analyte is acceptable; the reported value is an estimate.
B: The same analyte is found in the associated blank.
EPA VISL: Target Groundwater Concentration (TGC) Vapor Intrusion Screening Level (VISL); May 2024.
EPA RSL: Environmental Protection Agency Regional Screening level for drinking water (May 2024).
EPA MCL: Environmental Protection Agency Maximum Contaminant Level for drinking water (May 2024).
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
L1750411-02
MW-2A
9/25/2024
25.90
3/21/2024
27.78
L1718417-02
MW-2A
L1750411-02
MW-2A
6/21/2024
26.38
<0.00100 0.000104 0.001 <0.00100 0.000104 0.001 <0.00500 5E-04 0.005
<0.00100 0.000234 0.001 <0.00100 0.000234 0.001 <0.00500 0.001 0.005
<0.00300 0.000174 0.003 <0.00300 0.000174 0.003 <0.0150 9E-04 0.015
Page 6 of 15
Table 2 - Groundwater Analytical Results
21st 21st Properties - 2100 South 2100 East, Salt Lake City, Utah
Terracon Project No. 61197460
Analyte CAS Method Units MCL VISL
Residential
VISL
Commercial ISL Tier 1
TPH-GRO 8006-61-9 8260B mg/l NE NE NE 1 10
TPH-DRO 68334-30-5 8015 mg/l NE NE NE 1 10
ACETONE 67-64-1 8260B mg/l NE 22500 94500 NE NE
ACROLEIN 107-02-8 8260B mg/l NE 0.00418 0.0176 NE NE
ACRYLONITRILE 107-13-1 8260B mg/l NE 0.00732 0.032 NE NE
BENZENE 71-43-2 8260B mg/l 0.005 0.00159 0.00693 0.005 0.3
BROMOBENZENE 108-86-1 8260B mg/l NE 0.62 2.6 NE NE
BROMODICHLOROMETHANE 75-27-4 8260B mg/l 0.08 0.000876 0.00382 NE NE
BROMOFORM 75-25-2 8260B mg/l 0.08 0.117 0.51 NE NE
BROMOMETHANE 74-83-9 8260B mg/l NE 0.0174 0.073 NE NE
N-BUTYLBENZENE 104-51-8 8260B mg/l NE NE NE NE NE
SEC-BUTYLBENZENE 135-98-8 8260B mg/l NE NE NE NE NE
TERT-BUTYLBENZENE 98-06-6 8260B mg/l NE NE NE NE NE
CARBON TETRACHLORIDE 56-23-5 8260B mg/l 0.005 0.000415 0.00181 NE NE
CHLOROBENZENE 108-90-7 8260B mg/l 0.1 0.41 1.72 NE NE
CHLORODIBROMOMETHANE 124-48-1 8260B mg/l 0.08 NE NE NE NE
CHLOROETHANE 75-00-3 8260B mg/l NE 23 96.5 NE NE
2-CHLOROETHYL VINYL ETHER 110-75-8 8260B mg/l NE NE NE NE NE
CHLOROFORM 67-66-3 8260B mg/l 0.08 0.000814 0.00355 NE NE
CHLOROMETHANE 74-87-3 8260B mg/l NE 0.26 1.09 NE NE
2-CHLOROTOLUENE 95-49-8 8260B mg/l NE NE NE NE NE
4-CHLOROTOLUENE 106-43-4 8260B mg/l NE NE NE NE NE
1,2-DIBROMO-3-CHLOROPROPANE 96-12-8 8260B mg/l 0.0002 0.0000281 0.00034 NE NE
1,2-DIBROMOETHANE 106-93-4 8260B mg/l 0.00005 0.000176 0.000769 NE NE
DIBROMOMETHANE 74-95-3 8260B mg/l NE 0.124 0.521 NE NE
1,2-DICHLOROBENZENE 95-50-1 8260B mg/l 0.6 2.66 11.2 NE NE
1,3-DICHLOROBENZENE 541-73-1 8260B mg/l NE NE NE NE NE
1,4-DICHLOROBENZENE 106-46-7 8260B mg/l 0.075 0.00259 0.0113 NE NE
DICHLORODIFLUOROMETHANE 75-71-8 8260B mg/l NE 0.00744 0.0312 NE NE
1,1-DICHLOROETHANE 75-34-3 8260B mg/l NE 0.00764 0.0334 NE NE
1,2-DICHLOROETHANE 107-06-2 8260B mg/l 0.005 0.00224 0.00978 NE NE
1,1-DICHLOROETHENE 75-35-4 8260B mg/l 0.007 0.195 0.821 NE NE
CIS-1,2-DICHLOROETHENE 156-59-2 8260B mg/l 0.07 NE NE NE NE
TRANS-1,2-DICHLOROETHENE 156-60-5 8260B mg/l 0.1 0.109 0.457 NE NE
1,2-DICHLOROPROPANE 78-87-5 8260B mg/l 0.005 0.00658 0.0287 NE NE
1,1-DICHLOROPROPENE 563-58-6 8260B mg/l NE NE NE NE NE
1,3-DICHLOROPROPANE 142-28-9 8260B mg/l NE NE NE NE NE
CIS-1,3-DICHLOROPROPENE 10061-01-5 8260B mg/l NE NE NE NE NE
Date Collected
Depth to Water (ft)
Lab Sample ID
Monitoring Well ID
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
NA NA <0.500 0.108 0.5
NA NA 0.0311 J 0.025 0.1
<0.0500 0.0113 0.05 <0.0500 J3 J4 0.0113 0.05 <0.0500 0.011 0.05
<0.0500 0.00254 0.05 <0.0500 J3 0.00254 0.05 <0.0500 0.003 0.05
<0.0100 0.000671 0.01 <0.0100 J4 0.000671 0.01 <0.0100 7E-04 0.01
<0.00100 0.0000941 0.001 <0.00100 0.0000941 0.001 <0.00100 9E-05 0.001
<0.00100 0.000118 0.001 <0.00100 0.000118 0.001 <0.00100 1E-04 0.001
0.000335 J 0.000136 0.001 <0.00100 0.000136 0.001 <0.00100 1E-04 0.001
<0.00100 0.000129 0.001 <0.00100 0.000129 0.001 <0.00100 1E-04 0.001
<0.00500 0.000605 0.005 <0.00500 J3 0.000605 0.005 <0.00500 J4 6E-04 0.005
<0.00100 0.000157 0.001 <0.00100 0.000157 0.001 <0.00100 2E-04 0.001
<0.00100 0.000125 0.001 <0.00100 0.000125 0.001 <0.00100 1E-04 0.001
<0.00100 0.000127 0.001 <0.00100 0.000127 0.001 <0.00100 1E-04 0.001
<0.00100 0.000128 0.001 <0.00100 0.000128 0.001 <0.00100 1E-04 0.001
<0.00100 0.000116 0.001 <0.00100 0.000116 0.001 <0.00100 1E-04 0.001
<0.00100 0.00014 0.001 <0.00100 0.00014 0.001 <0.00100 1E-04 0.001
<0.00500 0.000192 0.005 <0.00500 0.000192 0.005 <0.00500 J4 2E-04 0.005
<0.0500 0.000575 0.05 <0.0500 0.000575 0.05 <0.0500 6E-04 0.05
0.00233 J 0.000111 0.005 0.00134 J 0.000111 0.005 0.00115 J 1E-04 0.005
<0.00250 0.00096 0.003 <0.00250 0.00096 0.003 <0.00250 1E-03 0.003
<0.00100 0.000106 0.001 <0.00100 0.000106 0.001 <0.00100 1E-04 0.001
<0.00100 0.000114 0.001 <0.00100 0.000114 0.001 <0.00100 1E-04 0.001
<0.00500 0.000276 0.005 <0.00500 0.000276 0.005 <0.00500 3E-04 0.005
<0.00100 0.000126 0.001 <0.00100 0.000126 0.001 <0.00100 1E-04 0.001
<0.00100 0.000122 0.001 <0.00100 0.000122 0.001 <0.00100 1E-04 0.001
<0.00100 0.000107 0.001 <0.00100 0.000107 0.001 <0.00100 1E-04 0.001
<0.00100 0.00011 0.001 <0.00100 0.00011 0.001 <0.00100 1E-04 0.001
<0.00100 0.00012 0.001 <0.00100 0.00012 0.001 <0.00100 1E-04 0.001
<0.00500 0.000374 0.005 <0.00500 0.000374 0.005 <0.00500 4E-04 0.005
<0.00100 0.0001 0.001 <0.00100 0.0001 0.001 <0.00100 1E-04 0.001
<0.00100 0.0000819 0.001 <0.00100 0.0000819 0.001 <0.00100 8E-05 0.001
<0.00100 0.000188 0.001 <0.00100 0.000188 0.001 <0.00100 2E-04 0.001
<0.00100 0.000126 0.001 <0.00100 0.000126 0.001 <0.00100 1E-04 0.001
<0.00100 0.000149 0.001 <0.00100 0.000149 0.001 <0.00100 1E-04 0.001
<0.00100 0.000149 0.001 <0.00100 0.000149 0.001 <0.00100 1E-04 0.001
<0.00100 0.000142 0.001 <0.00100 0.000142 0.001 <0.00100 1E-04 0.001
<0.00100 0.00011 0.001 <0.00100 0.00011 0.001 <0.00100 1E-04 0.001
<0.00100 0.000111 0.001 <0.00100 0.000111 0.001 <0.00100 1E-04 0.001
L1750411-03
MW-3A
9/25/2024
26.91
3/21/2024
28.88 27.40
L1718417-03
MW-3A
L1750411-03
MW-3A
6/21/2024
Page 7 of 15
Table 2 - Groundwater Analytical Results
21st 21st Properties - 2100 South 2100 East, Salt Lake City, Utah
Terracon Project No. 61197460
Analyte CAS Method Units MCL VISL
Residential
VISL
Commercial ISL Tier 1
TPH-GRO 8006-61-9 8260B mg/l NE NE NE 1 10
Date Collected
Depth to Water (ft)
Lab Sample ID
Monitoring Well ID
TRANS-1,3-DICHLOROPROPENE 10061-02-6 8260B mg/l NE NE NE NE NE
2,2-DICHLOROPROPANE 594-20-7 8260B mg/l NE NE NE NE NE
DI-ISOPROPYL ETHER 108-20-3 8260B mg/l NE 6.97 29.3 NE NE
ETHYLBENZENE 100-41-4 8260B mg/l 0.7 0.00349 0.0152 0.7 4
HEXACHLORO-1,3-BUTADIENE 87-68-3 8260B mg/l NE 0.000303 0.00132 NE NE
ISOPROPYLBENZENE 98-82-8 8260B mg/l NE 0.887 3.73 NE NE
P-ISOPROPYLTOLUENE 99-87-6 8260B mg/l NE NE NE NE NE
2-BUTANONE (MEK)78-93-3 8260B mg/l NE 2240 9410 NE NE
METHYLENE CHLORIDE 75-09-2 8260B mg/l 0.005 0.763 9.23 NE NE
4-METHYL-2-PENTANONE (MIBK)108-10-1 8260B mg/l NE 555 2330 NE NE
METHYL TERT-BUTYL ETHER 1634-04-4 8260B mg/l NE 0.45 1.97 0.2 0.2
NAPHTHALENE 91-20-3 8260B mg/l NE 0.00459 0.0201 0.7 0.7
N-PROPYLBENZENE 103-65-1 8260B mg/l NE 2.43 10.2 NE NE
STYRENE 100-42-5 8260B mg/l 0.1 9.28 39 NE NE
1,1,1,2-TETRACHLOROETHANE 630-20-6 8260B mg/l NE 0.00371 0.0162 NE NE
1,1,2,2-TETRACHLOROETHANE 79-34-5 8260B mg/l NE 0.00323 0.0141 NE NE
1,1,2-TRICHLOROTRIFLUOROETHANE 76-13-1 8260B mg/l NE 0.242 1.02 NE NE
TETRACHLOROETHENE 127-18-4 8260B mg/l 0.005 0.0149 0.0652 NE NE
TOLUENE 108-88-3 8260B mg/l 1 19.2 80.7 1 3
1,2,3-TRICHLOROBENZENE 87-61-6 8260B mg/l NE NE NE NE NE
1,2,4-TRICHLOROBENZENE 120-82-1 8260B mg/l 0.07 0.0359 0.151 NE NE
1,1,1-TRICHLOROETHANE 71-55-6 8260B mg/l 0.2 7.42 31.1 NE NE
1,1,2-TRICHLOROETHANE 79-00-5 8260B mg/l 0.005 0.00521 0.0228 NE NE
TRICHLOROETHENE 79-01-6 8260B mg/l 0.005 0.00119 0.00743 NE NE
TRICHLOROFLUOROMETHANE 75-69-4 8260B mg/l NE NE NE NE NE
1,2,3-TRICHLOROPROPANE 96-18-4 8260B mg/l NE 0.0223 0.0937 NE NE
1,2,4-TRIMETHYLBENZENE 95-63-6 8260B mg/l NE 0.248 1.04 NE NE
1,2,3-TRIMETHYLBENZENE 526-73-8 8260B mg/l NE 0.351 1.47 NE NE
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
L1750411-03
MW-3A
9/25/2024
26.91
3/21/2024
28.88 27.40
L1718417-03
MW-3A
L1750411-03
MW-3A
6/21/2024
<0.00100 0.000118 0.001 <0.00100 0.000118 0.001 <0.00100 1E-04 0.001
<0.00100 0.000161 0.001 <0.00100 0.000161 0.001 <0.00100 2E-04 0.001
<0.00100 0.000105 0.001 <0.00100 0.000105 0.001 <0.00100 1E-04 0.001
<0.00100 0.000137 0.001 <0.00100 0.000137 0.001 <0.00100 1E-04 0.001
<0.00100 0.000337 0.001 <0.00100 0.000337 0.001 <0.00100 3E-04 0.001
<0.00100 0.000105 0.001 <0.00100 0.000105 0.001 <0.00100 1E-04 0.001
<0.00100 0.00012 0.001 <0.00100 0.00012 0.001 <0.00100 1E-04 0.001
<0.0100 0.00119 0.01 <0.0100 J3 J4 0.00119 0.01 <0.0100 0.001 0.01
<0.00500 0.00043 0.005 <0.00500 0.00043 0.005 <0.00500 4E-04 0.005
<0.0100 0.000478 0.01 <0.0100 0.000478 0.01 <0.0100 5E-04 0.01
<0.00100 0.000101 0.001 <0.00100 J4 0.000101 0.001 <0.00100 1E-04 0.001
<0.00500 0.001 0.005 <0.00500 0.001 0.005 <0.00500 0.001 0.005
<0.00100 0.0000993 0.001 <0.00100 0.0000993 0.001 <0.00100 1E-04 0.001
<0.00100 0.000118 0.001 <0.00100 0.000118 0.001 <0.00100 1E-04 0.001
<0.00100 0.000147 0.001 <0.00100 0.000147 0.001 <0.00100 1E-04 0.001
<0.00100 0.000133 0.001 <0.00100 0.000133 0.001 <0.00100 1E-04 0.001
<0.00100 0.00018 0.001 <0.00100 0.00018 0.001 <0.00100 2E-04 0.001
0.00522 0.0003 0.001 0.00513 0.0003 0.001 0.0509 3E-04 0.001
<0.00100 0.000278 0.001 <0.00100 0.000278 0.001 <0.00100 3E-04 0.001
<0.00100 0.00023 0.001 <0.00100 0.00023 0.001 <0.00100 2E-04 0.001
<0.00100 0.000481 0.001 <0.00100 0.000481 0.001 <0.00100 5E-04 0.001
<0.00100 0.000149 0.001 <0.00100 0.000149 0.001 <0.00100 1E-04 0.001
<0.00100 0.000158 0.001 <0.00100 0.000158 0.001 <0.00100 2E-04 0.001
<0.00100 0.00019 0.001 <0.00100 0.00019 0.001 <0.00100 2E-04 0.001
<0.00500 0.00016 0.005 <0.00500 0.00016 0.005 <0.00500 2E-04 0.005
<0.00250 0.000237 0.003 <0.00250 0.000237 0.003 <0.00250 2E-04 0.003
<0.00100 0.000322 0.001 <0.00100 0.000322 0.001 <0.00100 3E-04 0.001
<0.00100 0.000104 0.001 <0.00100 0.000104 0.001 <0.00100 1E-04 0.001
Page 8 of 15
Table 2 - Groundwater Analytical Results
21st 21st Properties - 2100 South 2100 East, Salt Lake City, Utah
Terracon Project No. 61197460
Analyte CAS Method Units MCL VISL
Residential
VISL
Commercial ISL Tier 1
TPH-GRO 8006-61-9 8260B mg/l NE NE NE 1 10
Date Collected
Depth to Water (ft)
Lab Sample ID
Monitoring Well ID
1,3,5-TRIMETHYLBENZENE 108-67-8 8260B mg/l NE 0.175 0.733 NE NE
VINYL CHLORIDE 75-01-4 8260B mg/l 0.002 0.000147 0.00245 NE NE
XYLENES, TOTAL 1330-20-7 8260B mg/l 10 0.385 1.62 10 10
J3: The associated batch QC was outside the established quality control range for precision.
J4: The sample matrix interfered with the ability to make any accurate determination; spike value is high.
NA: Not Analyzed.
UDEQ: Utah Department of Environmental Quality's Initial Screening Levels (ISLs) and risk-based Tier 1 Screening Levels (Tier 1) for
petroleum hydrocarbons in groundwater at underground storage tank sites.
NE:Not Established.<:Less than Reported Detection Limit (RDL).mg/l:Milligrams per liter.
Bold value exceeds Method Detection Limit (MDL). Color shaded value exceeds screening level.
Qualifiers (Q):
J: The identification of the analyte is acceptable; the reported value is an estimate.
B: The same analyte is found in the associated blank.
EPA VISL: Target Groundwater Concentration (TGC) Vapor Intrusion Screening Level (VISL); May 2024.
EPA RSL: Environmental Protection Agency Regional Screening level for drinking water (May 2024).
EPA MCL: Environmental Protection Agency Maximum Contaminant Level for drinking water (May 2024).
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
L1750411-03
MW-3A
9/25/2024
26.91
3/21/2024
28.88 27.40
L1718417-03
MW-3A
L1750411-03
MW-3A
6/21/2024
<0.00100 0.000104 0.001 <0.00100 0.000104 0.001 <0.00100 1E-04 0.001
<0.00100 0.000234 0.001 <0.00100 0.000234 0.001 <0.00100 2E-04 0.001
<0.00300 0.000174 0.003 <0.00300 0.000174 0.003 <0.00300 2E-04 0.003
Page 9 of 15
Table 2 - Groundwater Analytical Results
21st 21st Properties - 2100 South 2100 East, Salt Lake City, Utah
Terracon Project No. 61197460
Analyte CAS Method Units MCL VISL
Residential
VISL
Commercial ISL Tier 1
TPH-GRO 8006-61-9 8260B mg/l NE NE NE 1 10
TPH-DRO 68334-30-5 8015 mg/l NE NE NE 1 10
ACETONE 67-64-1 8260B mg/l NE 22500 94500 NE NE
ACROLEIN 107-02-8 8260B mg/l NE 0.00418 0.0176 NE NE
ACRYLONITRILE 107-13-1 8260B mg/l NE 0.00732 0.032 NE NE
BENZENE 71-43-2 8260B mg/l 0.005 0.00159 0.00693 0.005 0.3
BROMOBENZENE 108-86-1 8260B mg/l NE 0.62 2.6 NE NE
BROMODICHLOROMETHANE 75-27-4 8260B mg/l 0.08 0.000876 0.00382 NE NE
BROMOFORM 75-25-2 8260B mg/l 0.08 0.117 0.51 NE NE
BROMOMETHANE 74-83-9 8260B mg/l NE 0.0174 0.073 NE NE
N-BUTYLBENZENE 104-51-8 8260B mg/l NE NE NE NE NE
SEC-BUTYLBENZENE 135-98-8 8260B mg/l NE NE NE NE NE
TERT-BUTYLBENZENE 98-06-6 8260B mg/l NE NE NE NE NE
CARBON TETRACHLORIDE 56-23-5 8260B mg/l 0.005 0.000415 0.00181 NE NE
CHLOROBENZENE 108-90-7 8260B mg/l 0.1 0.41 1.72 NE NE
CHLORODIBROMOMETHANE 124-48-1 8260B mg/l 0.08 NE NE NE NE
CHLOROETHANE 75-00-3 8260B mg/l NE 23 96.5 NE NE
2-CHLOROETHYL VINYL ETHER 110-75-8 8260B mg/l NE NE NE NE NE
CHLOROFORM 67-66-3 8260B mg/l 0.08 0.000814 0.00355 NE NE
CHLOROMETHANE 74-87-3 8260B mg/l NE 0.26 1.09 NE NE
2-CHLOROTOLUENE 95-49-8 8260B mg/l NE NE NE NE NE
4-CHLOROTOLUENE 106-43-4 8260B mg/l NE NE NE NE NE
1,2-DIBROMO-3-CHLOROPROPANE 96-12-8 8260B mg/l 0.0002 0.0000281 0.00034 NE NE
1,2-DIBROMOETHANE 106-93-4 8260B mg/l 0.00005 0.000176 0.000769 NE NE
DIBROMOMETHANE 74-95-3 8260B mg/l NE 0.124 0.521 NE NE
1,2-DICHLOROBENZENE 95-50-1 8260B mg/l 0.6 2.66 11.2 NE NE
1,3-DICHLOROBENZENE 541-73-1 8260B mg/l NE NE NE NE NE
1,4-DICHLOROBENZENE 106-46-7 8260B mg/l 0.075 0.00259 0.0113 NE NE
DICHLORODIFLUOROMETHANE 75-71-8 8260B mg/l NE 0.00744 0.0312 NE NE
1,1-DICHLOROETHANE 75-34-3 8260B mg/l NE 0.00764 0.0334 NE NE
1,2-DICHLOROETHANE 107-06-2 8260B mg/l 0.005 0.00224 0.00978 NE NE
1,1-DICHLOROETHENE 75-35-4 8260B mg/l 0.007 0.195 0.821 NE NE
CIS-1,2-DICHLOROETHENE 156-59-2 8260B mg/l 0.07 NE NE NE NE
TRANS-1,2-DICHLOROETHENE 156-60-5 8260B mg/l 0.1 0.109 0.457 NE NE
1,2-DICHLOROPROPANE 78-87-5 8260B mg/l 0.005 0.00658 0.0287 NE NE
1,1-DICHLOROPROPENE 563-58-6 8260B mg/l NE NE NE NE NE
1,3-DICHLOROPROPANE 142-28-9 8260B mg/l NE NE NE NE NE
CIS-1,3-DICHLOROPROPENE 10061-01-5 8260B mg/l NE NE NE NE NE
Date Collected
Depth to Water (ft)
Lab Sample ID
Monitoring Well ID
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
NA NA <5.00 1.08 5
NA NA <0.100 0.0247 0.1
<0.0500 0.0113 0.05 <0.0500 J3 J4 0.0113 0.05 <0.500 0.113 0.5
<0.0500 0.00254 0.05 <0.0500 J3 0.00254 0.05 <0.500 0.0254 0.5
<0.0100 0.000671 0.01 <0.0100 J4 0.000671 0.01 <0.100 0.0067 0.1
<0.00100 0.0000941 0.001 <0.00100 0.0000941 0.001 <0.0100 0.0009 0.01
<0.00100 0.000118 0.001 <0.00100 0.000118 0.001 <0.0100 0.0012 0.01
<0.00100 0.000136 0.001 0.000175 J 0.000136 0.001 <0.0100 0.0014 0.01
<0.00100 0.000129 0.001 <0.00100 0.000129 0.001 <0.0100 0.0013 0.01
<0.00500 0.000605 0.005 <0.00500 J3 0.000605 0.005 <0.0500 J4 0.0061 0.05
<0.00100 0.000157 0.001 <0.00100 0.000157 0.001 <0.0100 0.0016 0.01
<0.00100 0.000125 0.001 <0.00100 0.000125 0.001 <0.0100 0.0013 0.01
<0.00100 0.000127 0.001 <0.00100 0.000127 0.001 <0.0100 0.0013 0.01
<0.00100 0.000128 0.001 <0.00100 0.000128 0.001 <0.0100 0.0013 0.01
<0.00100 0.000116 0.001 <0.00100 0.000116 0.001 <0.0100 0.0012 0.01
<0.00100 0.00014 0.001 <0.00100 0.00014 0.001 <0.0100 0.0014 0.01
<0.00500 0.000192 0.005 <0.00500 0.000192 0.005 <0.0500 J4 0.0019 0.05
<0.0500 0.000575 0.05 <0.0500 0.000575 0.05 <0.500 0.0058 0.5
0.00106 J 0.000111 0.005 0.00163 J 0.000111 0.005 <0.0500 0.0011 0.05
<0.00250 0.00096 0.003 <0.00250 0.00096 0.003 <0.0250 0.0096 0.025
<0.00100 0.000106 0.001 <0.00100 0.000106 0.001 <0.0100 0.0011 0.01
<0.00100 0.000114 0.001 <0.00100 0.000114 0.001 <0.0100 0.0011 0.01
<0.00500 0.000276 0.005 <0.00500 0.000276 0.005 <0.0500 0.0028 0.05
<0.00100 0.000126 0.001 <0.00100 0.000126 0.001 <0.0100 0.0013 0.01
<0.00100 0.000122 0.001 <0.00100 0.000122 0.001 <0.0100 0.0012 0.01
<0.00100 0.000107 0.001 <0.00100 0.000107 0.001 <0.0100 0.0011 0.01
<0.00100 0.00011 0.001 <0.00100 0.00011 0.001 <0.0100 0.0011 0.01
<0.00100 0.00012 0.001 <0.00100 0.00012 0.001 <0.0100 0.0012 0.01
<0.00500 0.000374 0.005 <0.00500 0.000374 0.005 <0.0500 0.0037 0.05
<0.00100 0.0001 0.001 <0.00100 0.0001 0.001 <0.0100 0.001 0.01
<0.00100 0.0000819 0.001 <0.00100 0.0000819 0.001 <0.0100 0.0008 0.01
<0.00100 0.000188 0.001 <0.00100 0.000188 0.001 <0.0100 0.0019 0.01
<0.00100 0.000126 0.001 <0.00100 0.000126 0.001 <0.0100 0.0013 0.01
<0.00100 0.000149 0.001 <0.00100 0.000149 0.001 <0.0100 0.0015 0.01
<0.00100 0.000149 0.001 <0.00100 0.000149 0.001 <0.0100 0.0015 0.01
<0.00100 0.000142 0.001 <0.00100 0.000142 0.001 <0.0100 0.0014 0.01
<0.00100 0.00011 0.001 <0.00100 0.00011 0.001 <0.0100 0.0011 0.01
<0.00100 0.000111 0.001 <0.00100 0.000111 0.001 <0.0100 0.0011 0.01
L1750411-04
MW-4
9/25/2024
23.53
3/21/2024
24.90
6/21/2024
23.88
L1718417-04
MW-4 MW-4
L1750411-04
Page 10 of 15
Table 2 - Groundwater Analytical Results
21st 21st Properties - 2100 South 2100 East, Salt Lake City, Utah
Terracon Project No. 61197460
Analyte CAS Method Units MCL VISL
Residential
VISL
Commercial ISL Tier 1
TPH-GRO 8006-61-9 8260B mg/l NE NE NE 1 10
Date Collected
Depth to Water (ft)
Lab Sample ID
Monitoring Well ID
TRANS-1,3-DICHLOROPROPENE 10061-02-6 8260B mg/l NE NE NE NE NE
2,2-DICHLOROPROPANE 594-20-7 8260B mg/l NE NE NE NE NE
DI-ISOPROPYL ETHER 108-20-3 8260B mg/l NE 6.97 29.3 NE NE
ETHYLBENZENE 100-41-4 8260B mg/l 0.7 0.00349 0.0152 0.7 4
HEXACHLORO-1,3-BUTADIENE 87-68-3 8260B mg/l NE 0.000303 0.00132 NE NE
ISOPROPYLBENZENE 98-82-8 8260B mg/l NE 0.887 3.73 NE NE
P-ISOPROPYLTOLUENE 99-87-6 8260B mg/l NE NE NE NE NE
2-BUTANONE (MEK)78-93-3 8260B mg/l NE 2240 9410 NE NE
METHYLENE CHLORIDE 75-09-2 8260B mg/l 0.005 0.763 9.23 NE NE
4-METHYL-2-PENTANONE (MIBK)108-10-1 8260B mg/l NE 555 2330 NE NE
METHYL TERT-BUTYL ETHER 1634-04-4 8260B mg/l NE 0.45 1.97 0.2 0.2
NAPHTHALENE 91-20-3 8260B mg/l NE 0.00459 0.0201 0.7 0.7
N-PROPYLBENZENE 103-65-1 8260B mg/l NE 2.43 10.2 NE NE
STYRENE 100-42-5 8260B mg/l 0.1 9.28 39 NE NE
1,1,1,2-TETRACHLOROETHANE 630-20-6 8260B mg/l NE 0.00371 0.0162 NE NE
1,1,2,2-TETRACHLOROETHANE 79-34-5 8260B mg/l NE 0.00323 0.0141 NE NE
1,1,2-TRICHLOROTRIFLUOROETHANE 76-13-1 8260B mg/l NE 0.242 1.02 NE NE
TETRACHLOROETHENE 127-18-4 8260B mg/l 0.005 0.0149 0.0652 NE NE
TOLUENE 108-88-3 8260B mg/l 1 19.2 80.7 1 3
1,2,3-TRICHLOROBENZENE 87-61-6 8260B mg/l NE NE NE NE NE
1,2,4-TRICHLOROBENZENE 120-82-1 8260B mg/l 0.07 0.0359 0.151 NE NE
1,1,1-TRICHLOROETHANE 71-55-6 8260B mg/l 0.2 7.42 31.1 NE NE
1,1,2-TRICHLOROETHANE 79-00-5 8260B mg/l 0.005 0.00521 0.0228 NE NE
TRICHLOROETHENE 79-01-6 8260B mg/l 0.005 0.00119 0.00743 NE NE
TRICHLOROFLUOROMETHANE 75-69-4 8260B mg/l NE NE NE NE NE
1,2,3-TRICHLOROPROPANE 96-18-4 8260B mg/l NE 0.0223 0.0937 NE NE
1,2,4-TRIMETHYLBENZENE 95-63-6 8260B mg/l NE 0.248 1.04 NE NE
1,2,3-TRIMETHYLBENZENE 526-73-8 8260B mg/l NE 0.351 1.47 NE NE
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
L1750411-04
MW-4
9/25/2024
23.53
3/21/2024
24.90
6/21/2024
23.88
L1718417-04
MW-4 MW-4
L1750411-04
<0.00100 0.000118 0.001 <0.00100 0.000118 0.001 <0.0100 0.0012 0.01
<0.00100 0.000161 0.001 <0.00100 0.000161 0.001 <0.0100 0.0016 0.01
<0.00100 0.000105 0.001 <0.00100 0.000105 0.001 <0.0100 0.0011 0.01
<0.00100 0.000137 0.001 <0.00100 0.000137 0.001 <0.0100 0.0014 0.01
<0.00100 0.000337 0.001 <0.00100 0.000337 0.001 <0.0100 0.0034 0.01
<0.00100 0.000105 0.001 <0.00100 0.000105 0.001 <0.0100 0.0011 0.01
<0.00100 0.00012 0.001 <0.00100 0.00012 0.001 <0.0100 0.0012 0.01
<0.0100 0.00119 0.01 <0.0100 J3 J4 0.00119 0.01 <0.100 0.0119 0.1
<0.00500 0.00043 0.005 <0.00500 0.00043 0.005 <0.0500 0.0043 0.05
<0.0100 0.000478 0.01 <0.0100 0.000478 0.01 <0.100 0.0048 0.1
<0.00100 0.000101 0.001 <0.00100 J4 0.000101 0.001 <0.0100 0.001 0.01
<0.00500 0.001 0.005 <0.00500 0.001 0.005 <0.0500 0.01 0.05
<0.00100 0.0000993 0.001 <0.00100 0.0000993 0.001 <0.0100 0.001 0.01
<0.00100 0.000118 0.001 <0.00100 0.000118 0.001 <0.0100 0.0012 0.01
<0.00100 0.000147 0.001 <0.00100 0.000147 0.001 <0.0100 0.0015 0.01
<0.00100 0.000133 0.001 <0.00100 0.000133 0.001 <0.0100 0.0013 0.01
<0.00100 0.00018 0.001 <0.00100 0.00018 0.001 <0.0100 0.0018 0.01
0.819 0.006 0.02 0.403 0.003 0.01 0.341 0.003 0.01
<0.00100 0.000278 0.001 <0.00100 0.000278 0.001 <0.0100 0.0028 0.01
<0.00100 0.00023 0.001 <0.00100 0.00023 0.001 <0.0100 0.0023 0.01
<0.00100 0.000481 0.001 <0.00100 0.000481 0.001 <0.0100 0.0048 0.01
<0.00100 0.000149 0.001 <0.00100 0.000149 0.001 <0.0100 0.0015 0.01
<0.00100 0.000158 0.001 <0.00100 0.000158 0.001 <0.0100 0.0016 0.01
0.000355 J 0.00019 0.001 <0.00100 0.00019 0.001 <0.0100 0.0019 0.01
<0.00500 0.00016 0.005 <0.00500 0.00016 0.005 <0.0500 0.0016 0.05
<0.00250 0.000237 0.003 <0.00250 0.000237 0.003 <0.0250 0.0024 0.025
<0.00100 0.000322 0.001 <0.00100 0.000322 0.001 <0.0100 0.0032 0.01
<0.00100 0.000104 0.001 <0.00100 0.000104 0.001 <0.0100 0.001 0.01
Page 11 of 15
Table 2 - Groundwater Analytical Results
21st 21st Properties - 2100 South 2100 East, Salt Lake City, Utah
Terracon Project No. 61197460
Analyte CAS Method Units MCL VISL
Residential
VISL
Commercial ISL Tier 1
TPH-GRO 8006-61-9 8260B mg/l NE NE NE 1 10
Date Collected
Depth to Water (ft)
Lab Sample ID
Monitoring Well ID
1,3,5-TRIMETHYLBENZENE 108-67-8 8260B mg/l NE 0.175 0.733 NE NE
VINYL CHLORIDE 75-01-4 8260B mg/l 0.002 0.000147 0.00245 NE NE
XYLENES, TOTAL 1330-20-7 8260B mg/l 10 0.385 1.62 10 10
J3: The associated batch QC was outside the established quality control range for precision.
J4: The sample matrix interfered with the ability to make any accurate determination; spike value is high.
NA: Not Analyzed.
UDEQ: Utah Department of Environmental Quality's Initial Screening Levels (ISLs) and risk-based Tier 1 Screening Levels (Tier 1) for
petroleum hydrocarbons in groundwater at underground storage tank sites.
NE:Not Established.<:Less than Reported Detection Limit (RDL).mg/l:Milligrams per liter.
Bold value exceeds Method Detection Limit (MDL). Color shaded value exceeds screening level.
Qualifiers (Q):
J: The identification of the analyte is acceptable; the reported value is an estimate.
B: The same analyte is found in the associated blank.
EPA VISL: Target Groundwater Concentration (TGC) Vapor Intrusion Screening Level (VISL); May 2024.
EPA RSL: Environmental Protection Agency Regional Screening level for drinking water (May 2024).
EPA MCL: Environmental Protection Agency Maximum Contaminant Level for drinking water (May 2024).
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
L1750411-04
MW-4
9/25/2024
23.53
3/21/2024
24.90
6/21/2024
23.88
L1718417-04
MW-4 MW-4
L1750411-04
<0.00100 0.000104 0.001 <0.00100 0.000104 0.001 <0.0100 0.001 0.01
<0.00100 0.000234 0.001 <0.00100 0.000234 0.001 <0.0100 0.0023 0.01
<0.00300 0.000174 0.003 <0.00300 0.000174 0.003 <0.0300 0.0017 0.03
Page 12 of 15
Table 2 - Groundwater Analytical Results
21st 21st Properties - 2100 South 2100 East, Salt Lake City, Utah
Terracon Project No. 61197460
Analyte CAS Method Units MCL VISL
Residential
VISL
Commercial ISL Tier 1
TPH-GRO 8006-61-9 8260B mg/l NE NE NE 1 10
TPH-DRO 68334-30-5 8015 mg/l NE NE NE 1 10
ACETONE 67-64-1 8260B mg/l NE 22500 94500 NE NE
ACROLEIN 107-02-8 8260B mg/l NE 0.00418 0.0176 NE NE
ACRYLONITRILE 107-13-1 8260B mg/l NE 0.00732 0.032 NE NE
BENZENE 71-43-2 8260B mg/l 0.005 0.00159 0.00693 0.005 0.3
BROMOBENZENE 108-86-1 8260B mg/l NE 0.62 2.6 NE NE
BROMODICHLOROMETHANE 75-27-4 8260B mg/l 0.08 0.000876 0.00382 NE NE
BROMOFORM 75-25-2 8260B mg/l 0.08 0.117 0.51 NE NE
BROMOMETHANE 74-83-9 8260B mg/l NE 0.0174 0.073 NE NE
N-BUTYLBENZENE 104-51-8 8260B mg/l NE NE NE NE NE
SEC-BUTYLBENZENE 135-98-8 8260B mg/l NE NE NE NE NE
TERT-BUTYLBENZENE 98-06-6 8260B mg/l NE NE NE NE NE
CARBON TETRACHLORIDE 56-23-5 8260B mg/l 0.005 0.000415 0.00181 NE NE
CHLOROBENZENE 108-90-7 8260B mg/l 0.1 0.41 1.72 NE NE
CHLORODIBROMOMETHANE 124-48-1 8260B mg/l 0.08 NE NE NE NE
CHLOROETHANE 75-00-3 8260B mg/l NE 23 96.5 NE NE
2-CHLOROETHYL VINYL ETHER 110-75-8 8260B mg/l NE NE NE NE NE
CHLOROFORM 67-66-3 8260B mg/l 0.08 0.000814 0.00355 NE NE
CHLOROMETHANE 74-87-3 8260B mg/l NE 0.26 1.09 NE NE
2-CHLOROTOLUENE 95-49-8 8260B mg/l NE NE NE NE NE
4-CHLOROTOLUENE 106-43-4 8260B mg/l NE NE NE NE NE
1,2-DIBROMO-3-CHLOROPROPANE 96-12-8 8260B mg/l 0.0002 0.0000281 0.00034 NE NE
1,2-DIBROMOETHANE 106-93-4 8260B mg/l 0.00005 0.000176 0.000769 NE NE
DIBROMOMETHANE 74-95-3 8260B mg/l NE 0.124 0.521 NE NE
1,2-DICHLOROBENZENE 95-50-1 8260B mg/l 0.6 2.66 11.2 NE NE
1,3-DICHLOROBENZENE 541-73-1 8260B mg/l NE NE NE NE NE
1,4-DICHLOROBENZENE 106-46-7 8260B mg/l 0.075 0.00259 0.0113 NE NE
DICHLORODIFLUOROMETHANE 75-71-8 8260B mg/l NE 0.00744 0.0312 NE NE
1,1-DICHLOROETHANE 75-34-3 8260B mg/l NE 0.00764 0.0334 NE NE
1,2-DICHLOROETHANE 107-06-2 8260B mg/l 0.005 0.00224 0.00978 NE NE
1,1-DICHLOROETHENE 75-35-4 8260B mg/l 0.007 0.195 0.821 NE NE
CIS-1,2-DICHLOROETHENE 156-59-2 8260B mg/l 0.07 NE NE NE NE
TRANS-1,2-DICHLOROETHENE 156-60-5 8260B mg/l 0.1 0.109 0.457 NE NE
1,2-DICHLOROPROPANE 78-87-5 8260B mg/l 0.005 0.00658 0.0287 NE NE
1,1-DICHLOROPROPENE 563-58-6 8260B mg/l NE NE NE NE NE
1,3-DICHLOROPROPANE 142-28-9 8260B mg/l NE NE NE NE NE
CIS-1,3-DICHLOROPROPENE 10061-01-5 8260B mg/l NE NE NE NE NE
Date Collected
Depth to Water (ft)
Lab Sample ID
Monitoring Well ID
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
NA NA <25.0 5.4 25
NA NA <0.100 0.0247 0.1
<0.0500 0.0113 0.05 <0.0500 J3 J4 0.0113 0.05 <2.50 0.565 2.5
<0.0500 0.00254 0.05 <0.0500 J3 0.00254 0.05 <2.50 0.127 2.5
<0.0100 0.000671 0.01 <0.0100 J4 0.000671 0.01 <0.500 0.0336 0.5
<0.00100 0.0000941 0.001 <0.00100 0.0000941 0.001 <0.0500 0.00471 0.05
<0.00100 0.000118 0.001 <0.00100 0.000118 0.001 <0.0500 0.0059 0.05
<0.00100 0.000136 0.001 0.000185 J 0.000136 0.001 <0.0500 0.0068 0.05
<0.00100 0.000129 0.001 <0.00100 0.000129 0.001 <0.0500 0.00645 0.05
<0.00500 0.000605 0.005 <0.00500 J3 0.000605 0.005 <0.250 J4 0.0303 0.25
<0.00100 0.000157 0.001 <0.00100 0.000157 0.001 <0.0500 0.00785 0.05
<0.00100 0.000125 0.001 <0.00100 0.000125 0.001 <0.0500 0.00625 0.05
<0.00100 0.000127 0.001 <0.00100 0.000127 0.001 <0.0500 0.00635 0.05
<0.00100 0.000128 0.001 <0.00100 0.000128 0.001 <0.0500 0.0064 0.05
0.00013 J 0.000116 0.001 <0.00100 0.000116 0.001 <0.0500 0.0058 0.05
<0.00100 0.00014 0.001 <0.00100 0.00014 0.001 <0.0500 0.007 0.05
<0.00500 0.000192 0.005 <0.00500 0.000192 0.005 <0.250 J4 0.0096 0.25
<0.0500 0.000575 0.05 <0.0500 0.000575 0.05 <2.50 0.0288 2.5
0.00208 J 0.000111 0.005 0.00171 J 0.000111 0.005 <0.250 0.00555 0.25
<0.00250 0.00096 0.003 <0.00250 0.00096 0.003 <0.125 0.048 0.125
<0.00100 0.000106 0.001 <0.00100 0.000106 0.001 <0.0500 0.0053 0.05
<0.00100 0.000114 0.001 <0.00100 0.000114 0.001 <0.0500 0.0057 0.05
<0.00500 0.000276 0.005 <0.00500 0.000276 0.005 <0.250 0.0138 0.25
<0.00100 0.000126 0.001 <0.00100 0.000126 0.001 <0.0500 0.0063 0.05
<0.00100 0.000122 0.001 <0.00100 0.000122 0.001 <0.0500 0.0061 0.05
<0.00100 0.000107 0.001 <0.00100 0.000107 0.001 <0.0500 0.00535 0.05
<0.00100 0.00011 0.001 <0.00100 0.00011 0.001 <0.0500 0.0055 0.05
<0.00100 0.00012 0.001 <0.00100 0.00012 0.001 <0.0500 0.006 0.05
<0.00500 0.000374 0.005 <0.00500 0.000374 0.005 <0.250 0.0187 0.25
<0.00100 0.0001 0.001 <0.00100 0.0001 0.001 <0.0500 0.005 0.05
<0.00100 0.0000819 0.001 <0.00100 0.0000819 0.001 <0.0500 0.00409 0.05
<0.00100 0.000188 0.001 <0.00100 0.000188 0.001 <0.0500 0.0094 0.05
0.00043 J 0.000126 0.001 0.000313 J 0.000126 0.001 <0.0500 0.0063 0.05
<0.00100 0.000149 0.001 <0.00100 0.000149 0.001 <0.0500 0.00745 0.05
<0.00100 0.000149 0.001 <0.00100 0.000149 0.001 <0.0500 0.00745 0.05
<0.00100 0.000142 0.001 <0.00100 0.000142 0.001 <0.0500 0.0071 0.05
<0.00100 0.00011 0.001 <0.00100 0.00011 0.001 <0.0500 0.0055 0.05
<0.00100 0.000111 0.001 <0.00100 0.000111 0.001 <0.0500 0.00555 0.05
L1750411-05
MW-5
9/25/2024
23.9525.27
3/21/2024
MW-5
L1718417-05 L1750411-05
MW-5
6/21/2024
24.25
Page 13 of 15
Table 2 - Groundwater Analytical Results
21st 21st Properties - 2100 South 2100 East, Salt Lake City, Utah
Terracon Project No. 61197460
Analyte CAS Method Units MCL VISL
Residential
VISL
Commercial ISL Tier 1
TPH-GRO 8006-61-9 8260B mg/l NE NE NE 1 10
Date Collected
Depth to Water (ft)
Lab Sample ID
Monitoring Well ID
TRANS-1,3-DICHLOROPROPENE 10061-02-6 8260B mg/l NE NE NE NE NE
2,2-DICHLOROPROPANE 594-20-7 8260B mg/l NE NE NE NE NE
DI-ISOPROPYL ETHER 108-20-3 8260B mg/l NE 6.97 29.3 NE NE
ETHYLBENZENE 100-41-4 8260B mg/l 0.7 0.00349 0.0152 0.7 4
HEXACHLORO-1,3-BUTADIENE 87-68-3 8260B mg/l NE 0.000303 0.00132 NE NE
ISOPROPYLBENZENE 98-82-8 8260B mg/l NE 0.887 3.73 NE NE
P-ISOPROPYLTOLUENE 99-87-6 8260B mg/l NE NE NE NE NE
2-BUTANONE (MEK)78-93-3 8260B mg/l NE 2240 9410 NE NE
METHYLENE CHLORIDE 75-09-2 8260B mg/l 0.005 0.763 9.23 NE NE
4-METHYL-2-PENTANONE (MIBK)108-10-1 8260B mg/l NE 555 2330 NE NE
METHYL TERT-BUTYL ETHER 1634-04-4 8260B mg/l NE 0.45 1.97 0.2 0.2
NAPHTHALENE 91-20-3 8260B mg/l NE 0.00459 0.0201 0.7 0.7
N-PROPYLBENZENE 103-65-1 8260B mg/l NE 2.43 10.2 NE NE
STYRENE 100-42-5 8260B mg/l 0.1 9.28 39 NE NE
1,1,1,2-TETRACHLOROETHANE 630-20-6 8260B mg/l NE 0.00371 0.0162 NE NE
1,1,2,2-TETRACHLOROETHANE 79-34-5 8260B mg/l NE 0.00323 0.0141 NE NE
1,1,2-TRICHLOROTRIFLUOROETHANE 76-13-1 8260B mg/l NE 0.242 1.02 NE NE
TETRACHLOROETHENE 127-18-4 8260B mg/l 0.005 0.0149 0.0652 NE NE
TOLUENE 108-88-3 8260B mg/l 1 19.2 80.7 1 3
1,2,3-TRICHLOROBENZENE 87-61-6 8260B mg/l NE NE NE NE NE
1,2,4-TRICHLOROBENZENE 120-82-1 8260B mg/l 0.07 0.0359 0.151 NE NE
1,1,1-TRICHLOROETHANE 71-55-6 8260B mg/l 0.2 7.42 31.1 NE NE
1,1,2-TRICHLOROETHANE 79-00-5 8260B mg/l 0.005 0.00521 0.0228 NE NE
TRICHLOROETHENE 79-01-6 8260B mg/l 0.005 0.00119 0.00743 NE NE
TRICHLOROFLUOROMETHANE 75-69-4 8260B mg/l NE NE NE NE NE
1,2,3-TRICHLOROPROPANE 96-18-4 8260B mg/l NE 0.0223 0.0937 NE NE
1,2,4-TRIMETHYLBENZENE 95-63-6 8260B mg/l NE 0.248 1.04 NE NE
1,2,3-TRIMETHYLBENZENE 526-73-8 8260B mg/l NE 0.351 1.47 NE NE
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
L1750411-05
MW-5
9/25/2024
23.9525.27
3/21/2024
MW-5
L1718417-05 L1750411-05
MW-5
6/21/2024
24.25
<0.00100 0.000118 0.001 <0.00100 0.000118 0.001 <0.0500 0.0059 0.05
<0.00100 0.000161 0.001 <0.00100 0.000161 0.001 <0.0500 0.00805 0.05
<0.00100 0.000105 0.001 <0.00100 0.000105 0.001 <0.0500 0.00525 0.05
<0.00100 0.000137 0.001 <0.00100 0.000137 0.001 <0.0500 0.00685 0.05
<0.00100 0.000337 0.001 <0.00100 0.000337 0.001 <0.0500 0.0169 0.05
<0.00100 0.000105 0.001 <0.00100 0.000105 0.001 <0.0500 0.00525 0.05
<0.00100 0.00012 0.001 <0.00100 0.00012 0.001 <0.0500 0.006 0.05
<0.0100 0.00119 0.01 <0.0100 J3 J4 0.00119 0.01 <0.500 0.0595 0.5
<0.00500 0.00043 0.005 <0.00500 0.00043 0.005 <0.250 0.0215 0.25
<0.0100 0.000478 0.01 <0.0100 0.000478 0.01 <0.500 0.0239 0.5
<0.00100 0.000101 0.001 <0.00100 J4 0.000101 0.001 <0.0500 0.00505 0.05
<0.00500 0.001 0.005 <0.00500 0.001 0.005 <0.250 0.05 0.25
<0.00100 0.0000993 0.001 <0.00100 0.0000993 0.001 <0.0500 0.00497 0.05
<0.00100 0.000118 0.001 <0.00100 0.000118 0.001 <0.0500 0.0059 0.05
0.00389 0.000147 0.001 0.00251 0.000147 0.001 <0.0500 0.00735 0.05
<0.00100 0.000133 0.001 <0.00100 0.000133 0.001 <0.0500 0.00665 0.05
<0.00100 0.00018 0.001 <0.00100 0.00018 0.001 <0.0500 0.009 0.05
6.89 0.075 0.25 2.99 0.015 0.05 2.11 0.015 0.05
<0.00100 0.000278 0.001 <0.00100 0.000278 0.001 <0.0500 0.0139 0.05
<0.00100 0.00023 0.001 <0.00100 0.00023 0.001 <0.0500 0.0115 0.05
<0.00100 0.000481 0.001 <0.00100 0.000481 0.001 <0.0500 0.0241 0.05
<0.00100 0.000149 0.001 <0.00100 0.000149 0.001 <0.0500 0.00745 0.05
0.00079 J 0.000158 0.001 <0.00100 0.000158 0.001 <0.0500 0.0079 0.05
0.00263 0.00019 0.001 0.00165 0.00019 0.001 <0.0500 0.0095 0.05
<0.00500 0.00016 0.005 <0.00500 0.00016 0.005 <0.250 0.008 0.25
<0.00250 0.000237 0.003 <0.00250 0.000237 0.003 <0.125 0.0119 0.125
<0.00100 0.000322 0.001 <0.00100 0.000322 0.001 <0.0500 0.0161 0.05
<0.00100 0.000104 0.001 <0.00100 0.000104 0.001 <0.0500 0.0052 0.05
Page 14 of 15
Table 2 - Groundwater Analytical Results
21st 21st Properties - 2100 South 2100 East, Salt Lake City, Utah
Terracon Project No. 61197460
Analyte CAS Method Units MCL VISL
Residential
VISL
Commercial ISL Tier 1
TPH-GRO 8006-61-9 8260B mg/l NE NE NE 1 10
Date Collected
Depth to Water (ft)
Lab Sample ID
Monitoring Well ID
1,3,5-TRIMETHYLBENZENE 108-67-8 8260B mg/l NE 0.175 0.733 NE NE
VINYL CHLORIDE 75-01-4 8260B mg/l 0.002 0.000147 0.00245 NE NE
XYLENES, TOTAL 1330-20-7 8260B mg/l 10 0.385 1.62 10 10
J3: The associated batch QC was outside the established quality control range for precision.
J4: The sample matrix interfered with the ability to make any accurate determination; spike value is high.
NA: Not Analyzed.
UDEQ: Utah Department of Environmental Quality's Initial Screening Levels (ISLs) and risk-based Tier 1 Screening Levels (Tier 1) for
petroleum hydrocarbons in groundwater at underground storage tank sites.
NE:Not Established.<:Less than Reported Detection Limit (RDL).mg/l:Milligrams per liter.
Bold value exceeds Method Detection Limit (MDL). Color shaded value exceeds screening level.
Qualifiers (Q):
J: The identification of the analyte is acceptable; the reported value is an estimate.
B: The same analyte is found in the associated blank.
EPA VISL: Target Groundwater Concentration (TGC) Vapor Intrusion Screening Level (VISL); May 2024.
EPA RSL: Environmental Protection Agency Regional Screening level for drinking water (May 2024).
EPA MCL: Environmental Protection Agency Maximum Contaminant Level for drinking water (May 2024).
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
L1750411-05
MW-5
9/25/2024
23.9525.27
3/21/2024
MW-5
L1718417-05 L1750411-05
MW-5
6/21/2024
24.25
<0.00100 0.000104 0.001 <0.00100 0.000104 0.001 <0.0500 0.0052 0.05
<0.00100 0.000234 0.001 <0.00100 0.000234 0.001 <0.0500 0.0117 0.05
<0.00300 0.000174 0.003 <0.00300 0.000174 0.003 <0.150 0.0087 0.15
Page 15 of 15
Appendix C
Monitoring Well Boring Logs
5.0
13.0
18.0
POORLY GRADED GRAVEL WITH CLAY AND SAND (GP-GC), greenish gray, slightly moist, fine
subangular gravel, fine to coarse-grained subrounded sand, variable clay, zones of sand with gravel
odor
SILT (ML), light brownish gray to greenish gray, slightly moist, soft, non-plastic, some caly and fine
sand with SM lenses present, clayey at bottom odor.
SILTY SAND (SM), olive brown to greenish gray, slightly moist, fine to medium-grained subrounded
sand, some SP layers.
Well completed
with traffic-rated
well box and
7-inch well cover.
2" Blank PVC
0-20'
Hydrated
bentonite 1-18'
2.0
565.5
266.1
981.2
558.6
583.2
325.5
469.9
552.3
295.7
718.9
864.7
707.1
615.4
715.1
292.2
588.6
242.9
GR
A
P
H
I
C

L
O
G
See Exhibit 2LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock types;
in-situ these transitions may be gradual or may occur at different depths than shown.
2105 South 2100 East
Salt Lake City, Utah, Utah
SITE:
Page 1 of 3
Advancement Method:
Sonic
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61197460
Drill Rig: Mini Sonic
Well Started: 01-10-2024
WELL LOG NO. MW-1A
Rockworth Companies
Driller: Cascade
Well Completed: 01-11-2024
Exhibit:
See Appendices for description of laboratory
procedures and additional data (if any).
CLIENT:
See Appendices for description of field procedures.
See Appendices for explanation of symbols and
abbreviations.
PROJECT: 21st and 21st
B-1
6949 S High Tech Dr Ste 100
Midvale, UT
MATERIAL DESCRIPTION
TH
I
S

B
O
R
I
N
G

L
O
G

I
S

N
O
T

V
A
L
I
D

I
F

S
E
P
A
R
A
T
E
D

F
R
O
M

O
R
I
G
I
N
A
L

R
E
P
O
R
T
.

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

S
M
A
R
T

L
O
G

J
A
N
U
A
R
Y
2
0
2
2
_
D
R
I
L
L
L
O
G
S
.
G
P
J

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

1
/
2
5
/
2
4
WA
T
E
R

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

T
Y
P
E
DE
P
T
H

(
f
t
)
5
10
15
Well Completion:
INSTALLATION DETAILS
OV
A
/
P
I
D
(p
p
m
)
Groundwater encountered approximately 27 ft bgs.
WATER LEVEL OBSERVATIONS
100
100
100
100
RE
C
O
V
E
R
Y

(
%
)
19.0
24.0
31.0
POORLY GRADED SAND (SP), reddish brown, moist, fine to medium-grained subrounded sand,
minor silt, coarse sand, and fine gravel.
CLAYEY SAND (SC), reddish brown, moist, fine to coarse-grained subrounded sand, with fine
gravel, zones of gravel with sand and clay locally.
Cobbles encountered 22 ft bgs, more gravel.
POORLY GRADED GRAVEL WITH CLAY AND SAND (GP-GC), reddish brown, moist to wet, fine
subangular gravel, fine to coarse-grained subrounded sand, variable clay, some cobbles. More clay
25-27 ft bgs. More cobbles 27 ft.
LEAN CLAY (CL), reddish brown, moist to wet, soft to firm, medium plasticity, thin SM and SP
layers present.
Silica Sand Pack
18'-30'
2" slotted (0.010
in) PVC Screen
20'-40'
72.4
51.9
1635
572.4
278.2
147.2
106.5
81.9
139.1
15.1
8.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
GR
A
P
H
I
C

L
O
G
See Exhibit 2LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock types;
in-situ these transitions may be gradual or may occur at different depths than shown.
2105 South 2100 East
Salt Lake City, Utah, Utah
SITE:
Page 2 of 3
Advancement Method:
Sonic
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61197460
Drill Rig: Mini Sonic
Well Started: 01-10-2024
WELL LOG NO. MW-1A
Rockworth Companies
Driller: Cascade
Well Completed: 01-11-2024
Exhibit:
See Appendices for description of laboratory
procedures and additional data (if any).
CLIENT:
See Appendices for description of field procedures.
See Appendices for explanation of symbols and
abbreviations.
PROJECT: 21st and 21st
B-2
6949 S High Tech Dr Ste 100
Midvale, UT
MATERIAL DESCRIPTION
TH
I
S

B
O
R
I
N
G

L
O
G

I
S

N
O
T

V
A
L
I
D

I
F

S
E
P
A
R
A
T
E
D

F
R
O
M

O
R
I
G
I
N
A
L

R
E
P
O
R
T
.

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

S
M
A
R
T

L
O
G

J
A
N
U
A
R
Y
2
0
2
2
_
D
R
I
L
L
L
O
G
S
.
G
P
J

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

1
/
2
5
/
2
4
WA
T
E
R

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

T
Y
P
E
DE
P
T
H

(
f
t
)
20
25
30
35
OV
A
/
P
I
D
(p
p
m
)
Groundwater encountered approximately 27 ft bgs.
WATER LEVEL OBSERVATIONS
100
100
100
100
100
RE
C
O
V
E
R
Y

(
%
)
40.0
LEAN CLAY (CL), reddish brown, moist to wet, soft to firm, medium plasticity, thin SM and SP
layers present.(continued)
Boring Terminated at 40 Feet
0.0
0.0
0.0
0.0
GR
A
P
H
I
C

L
O
G
See Exhibit 2LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock types;
in-situ these transitions may be gradual or may occur at different depths than shown.
2105 South 2100 East
Salt Lake City, Utah, Utah
SITE:
Page 3 of 3
Advancement Method:
Sonic
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61197460
Drill Rig: Mini Sonic
Well Started: 01-10-2024
WELL LOG NO. MW-1A
Rockworth Companies
Driller: Cascade
Well Completed: 01-11-2024
Exhibit:
See Appendices for description of laboratory
procedures and additional data (if any).
CLIENT:
See Appendices for description of field procedures.
See Appendices for explanation of symbols and
abbreviations.
PROJECT: 21st and 21st
B-3
6949 S High Tech Dr Ste 100
Midvale, UT
MATERIAL DESCRIPTION
TH
I
S

B
O
R
I
N
G

L
O
G

I
S

N
O
T

V
A
L
I
D

I
F

S
E
P
A
R
A
T
E
D

F
R
O
M

O
R
I
G
I
N
A
L

R
E
P
O
R
T
.

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

S
M
A
R
T

L
O
G

J
A
N
U
A
R
Y
2
0
2
2
_
D
R
I
L
L
L
O
G
S
.
G
P
J

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

1
/
2
5
/
2
4
WA
T
E
R

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

T
Y
P
E
DE
P
T
H

(
f
t
)
40
OV
A
/
P
I
D
(p
p
m
)
Groundwater encountered approximately 27 ft bgs.
WATER LEVEL OBSERVATIONS
100
RE
C
O
V
E
R
Y

(
%
)
0.3
1.1
4.7
6.1
9.0
15.0
ASPHALT, Approximately 4 inches asphalt.
FILL - POORLY GRADED GRAVEL WITH SAND (GP), dark brown to olive brown, moist, fine
subangular gravel, fine to coarse-grained subrounded sand, some silt and clay.
SILT (ML), dark brown to yellowish brown, slightly moist, firm, non-plastic, some clay and clayey
zones, siltier with depth.
SILTY SAND (SM), yellowish brown, slightly moist, fine sand, minor coarser sand and isolated fine
gravels.
LEAN CLAY (CL), light brownish gray, moist, soft, medium plasticity, minor yellowish brown
mottling.
LEAN CLAY (CL), light brownish gray, moist, firm, low to medium plasticity, yellowish brown
mottling, some apparent silty layers.
SILTY SAND (SM), light brownish gray, moist, fine sand, variable silt.
Well completed
with traffic-rated
well box and
7-inch well cover.
2" Blank PVC
0-20'
Hydrated
bentonite 1-18'
GR
A
P
H
I
C

L
O
G
See Exhibit 2LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock types;
in-situ these transitions may be gradual or may occur at different depths than shown.
2105 South 2100 East
Salt Lake City, Utah, Utah
SITE:
Page 1 of 3
Advancement Method:
Sonic
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61197460
Drill Rig: Mini Sonic
Well Started: 01-11-2024
WELL LOG NO. MW-2A
Rockworth Companies
Driller: Cascade
Well Completed: 01-11-2024
Exhibit:
See Appendices for description of laboratory
procedures and additional data (if any).
CLIENT:
See Appendices for description of field procedures.
See Appendices for explanation of symbols and
abbreviations.
PROJECT: 21st and 21st
B-4
6949 S High Tech Dr Ste 100
Midvale, UT
MATERIAL DESCRIPTION
TH
I
S

B
O
R
I
N
G

L
O
G

I
S

N
O
T

V
A
L
I
D

I
F

S
E
P
A
R
A
T
E
D

F
R
O
M

O
R
I
G
I
N
A
L

R
E
P
O
R
T
.

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

S
M
A
R
T

L
O
G

J
A
N
U
A
R
Y
2
0
2
2
_
D
R
I
L
L
L
O
G
S
.
G
P
J

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

1
/
2
5
/
2
4
WA
T
E
R

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

T
Y
P
E
DE
P
T
H

(
f
t
)
5
10
15
Well Completion:
INSTALLATION DETAILS
OV
A
/
P
I
D
(p
p
m
)
Groundwater encountered approximately 33 ft bgs.
WATER LEVEL OBSERVATIONS
100
100
100
100
RE
C
O
V
E
R
Y

(
%
)
21.0
22.1
22.4
26.1
30.0
32.0
33.0
34.5
SILTY SAND (SM), light brownish gray, moist, fine sand, variable silt.(continued)
Thin gravel with sand layer (GP)
CLAYEY SAND (SC), reddish brown, moist, fine sand, clay with sand locally, clay is soft with
medium plasticity.
LEAN CLAY (CL), reddish brown, moist, hard, medium plasticity.
CLAYEY SAND (SC), reddish brown, moist, fine to medium-grained subrounded sand, minor
coarser sand and isolated fine gravels, sandier than above with more gravels with depth.
POORLY GRADED GRAVEL WITH CLAY AND SAND (GP-GC), reddish brown, moist, fine
subangular gravel, fine to medium-grained sugrounded sand, some coarser gravel, SC with gravel
locally, clay is firm with medium plasticity, less gravels with depth.
LEAN CLAY WITH SAND (CL), reddish brown, moist, medium plasticity, fine-grained sand,
localized medium to coarse gravel.
CLAYEY SAND (SC), reddish brown, moist, fine to medium-grained sand, minor layers of coarser
sand, medium plasticity clay.
Increased sand, trace isolated fine gravels.
LEAN CLAY WITH SAND (CL), reddish brown, wet, firm, some silt, no gravel.
LEAN CLAY WITH SAND (CL), light grayish brown, wet, firm, low plasticity, wiht 2" lenses of sand.
Silica Sand Pack
18'-30'
2" slotted (0.010
in) PVC Screen
20'-40'0.4
0.2
0.4
0.4
0.6
0.2
GR
A
P
H
I
C

L
O
G
See Exhibit 2LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock types;
in-situ these transitions may be gradual or may occur at different depths than shown.
2105 South 2100 East
Salt Lake City, Utah, Utah
SITE:
Page 2 of 3
Advancement Method:
Sonic
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61197460
Drill Rig: Mini Sonic
Well Started: 01-11-2024
WELL LOG NO. MW-2A
Rockworth Companies
Driller: Cascade
Well Completed: 01-11-2024
Exhibit:
See Appendices for description of laboratory
procedures and additional data (if any).
CLIENT:
See Appendices for description of field procedures.
See Appendices for explanation of symbols and
abbreviations.
PROJECT: 21st and 21st
B-5
6949 S High Tech Dr Ste 100
Midvale, UT
MATERIAL DESCRIPTION
TH
I
S

B
O
R
I
N
G

L
O
G

I
S

N
O
T

V
A
L
I
D

I
F

S
E
P
A
R
A
T
E
D

F
R
O
M

O
R
I
G
I
N
A
L

R
E
P
O
R
T
.

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

S
M
A
R
T

L
O
G

J
A
N
U
A
R
Y
2
0
2
2
_
D
R
I
L
L
L
O
G
S
.
G
P
J

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

1
/
2
5
/
2
4
WA
T
E
R

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

T
Y
P
E
DE
P
T
H

(
f
t
)
20
25
30
35
OV
A
/
P
I
D
(p
p
m
)
Groundwater encountered approximately 33 ft bgs.
WATER LEVEL OBSERVATIONS
100
100
100
100
100
RE
C
O
V
E
R
Y

(
%
)
38.5
40.0
LEAN CLAY WITH SAND (CL), light grayish brown, wet, firm, low plasticity, wiht 2" lenses of sand.
(continued)
Soft sand with clay layer.
LEAN CLAY WITH SAND (CL), light grayish brown, wet, soft, low plasticity, isolated fine to coarse
subrounded gravel.
Boring Terminated at 40 Feet
0.0
0.6
0.8
0.4
GR
A
P
H
I
C

L
O
G
See Exhibit 2LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock types;
in-situ these transitions may be gradual or may occur at different depths than shown.
2105 South 2100 East
Salt Lake City, Utah, Utah
SITE:
Page 3 of 3
Advancement Method:
Sonic
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61197460
Drill Rig: Mini Sonic
Well Started: 01-11-2024
WELL LOG NO. MW-2A
Rockworth Companies
Driller: Cascade
Well Completed: 01-11-2024
Exhibit:
See Appendices for description of laboratory
procedures and additional data (if any).
CLIENT:
See Appendices for description of field procedures.
See Appendices for explanation of symbols and
abbreviations.
PROJECT: 21st and 21st
B-6
6949 S High Tech Dr Ste 100
Midvale, UT
MATERIAL DESCRIPTION
TH
I
S

B
O
R
I
N
G

L
O
G

I
S

N
O
T

V
A
L
I
D

I
F

S
E
P
A
R
A
T
E
D

F
R
O
M

O
R
I
G
I
N
A
L

R
E
P
O
R
T
.

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

S
M
A
R
T

L
O
G

J
A
N
U
A
R
Y
2
0
2
2
_
D
R
I
L
L
L
O
G
S
.
G
P
J

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

1
/
2
5
/
2
4
WA
T
E
R

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

T
Y
P
E
DE
P
T
H

(
f
t
)
40
OV
A
/
P
I
D
(p
p
m
)
Groundwater encountered approximately 33 ft bgs.
WATER LEVEL OBSERVATIONS
100
RE
C
O
V
E
R
Y

(
%
)
0.5
1.6
4.6
6.3
9.2
14.8
TOPSOIL, Approximately 6 inches topsoil
FILL - POORLY GRADED GRAVEL WITH SAND (GP), dark brown to olive brown, moist, fine
subangular gravel, fine to coarse-grained subrounded sand, some silt and clay (GP-SC locally).
SILT (ML), dark brown to yellowish brown, slightly moist, firm, non-plastic, some clay in upper
portion.
SILTY SAND (SM), yellowish brown, slightly moist, fine sand, variable silt.
LEAN CLAY (CL), light brownish gray, moist, soft, medium plasticity.
LEAN CLAY (CL), light brownish gray, moist, soft to firm, low to medium plasticity, yellowish brown
mottling.
SILTY SAND (SM), light brownish gray, moist, fine sand, variable silt with apparent thin silty lenses.
Well completed
with traffic-rated
well box and
7-inch well cover.
2" Blank PVC
0-20'
Hydrated
bentonite 1-18'
GR
A
P
H
I
C

L
O
G
See Exhibit 2LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock types;
in-situ these transitions may be gradual or may occur at different depths than shown.
2105 South 2100 East
Salt Lake City, Utah, Utah
SITE:
Page 1 of 3
Advancement Method:
Sonic
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61197460
Drill Rig: Mini Sonic
Well Started: 01-12-2024
WELL LOG NO. MW-3A
Rockworth Companies
Driller: Cascade
Well Completed: 01-12-2024
Exhibit:
See Appendices for description of laboratory
procedures and additional data (if any).
CLIENT:
See Appendices for description of field procedures.
See Appendices for explanation of symbols and
abbreviations.
PROJECT: 21st and 21st
B-7
6949 S High Tech Dr Ste 100
Midvale, UT
MATERIAL DESCRIPTION
TH
I
S

B
O
R
I
N
G

L
O
G

I
S

N
O
T

V
A
L
I
D

I
F

S
E
P
A
R
A
T
E
D

F
R
O
M

O
R
I
G
I
N
A
L

R
E
P
O
R
T
.

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

S
M
A
R
T

L
O
G

J
A
N
U
A
R
Y
2
0
2
2
_
D
R
I
L
L
L
O
G
S
.
G
P
J

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

1
/
2
5
/
2
4
WA
T
E
R

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

T
Y
P
E
DE
P
T
H

(
f
t
)
5
10
15
Well Completion:
INSTALLATION DETAILS
OV
A
/
P
I
D
(p
p
m
)
Groundwater encountred approximately 31 ft bgs.
WATER LEVEL OBSERVATIONS
100
100
100
100
RE
C
O
V
E
R
Y

(
%
)
21.5
22.5
22.9
24.6
26.0
29.5
32.1
35.0
SILTY SAND (SM), light brownish gray, moist, fine sand, variable silt with apparent thin silty lenses.
(continued)
Thin gravel layer 18.7 ft.
CLAYEY SAND (SC), reddish brown, moist, fine sand, some coarser sand and occasional fine
gravel, clay with sand (CL) locally, clay is firm with low plasticity.
LEAN CLAY (CL), reddish brown, moist, firm, low to medium plasticity.
CLAYEY SAND (SC), reddish brown, slightly moist, fine to medium-grained subrounded sand,
some fine subangular gravels (GP-GC locally), more gravels with depth. Transitional bottom contact.
POORLY GRADED GRAVEL WITH CLAY AND SAND (GP-GC), reddish brown, slightly moist, fine
subangulr gravel, some coarse gravel and cobbles, fine to medium-grained subrounded sand, variable
clay - GP with sand locally.
POORLY GRADED GRAVEL WITH CLAY AND SAND (GP-GC), reddish brown, slightly moist, fine
angular gravel, soft and low plasticity clay, cobbles present.
CLAYEY SAND (SC), light grayish brown, moist to wet, soft clay, trace fine gravel.
LEAN CLAY WITH SAND (CL), light reddish brown, wet, trace fine gravel.
POORLY GRADED GRAVEL WITH SAND (GP), reddish brown, wet, fine to coarse subrounded to
subangular gravel, cobbles present. 2-4" silty lenses with trace clay present.
Silica Sand Pack
18'-30'
2" slotted (0.010
in) PVC Screen
20'-40'0.9
0.4
0.4
0.6
0.8
0.3
GR
A
P
H
I
C

L
O
G
See Exhibit 2LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock types;
in-situ these transitions may be gradual or may occur at different depths than shown.
2105 South 2100 East
Salt Lake City, Utah, Utah
SITE:
Page 2 of 3
Advancement Method:
Sonic
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61197460
Drill Rig: Mini Sonic
Well Started: 01-12-2024
WELL LOG NO. MW-3A
Rockworth Companies
Driller: Cascade
Well Completed: 01-12-2024
Exhibit:
See Appendices for description of laboratory
procedures and additional data (if any).
CLIENT:
See Appendices for description of field procedures.
See Appendices for explanation of symbols and
abbreviations.
PROJECT: 21st and 21st
B-8
6949 S High Tech Dr Ste 100
Midvale, UT
MATERIAL DESCRIPTION
TH
I
S

B
O
R
I
N
G

L
O
G

I
S

N
O
T

V
A
L
I
D

I
F

S
E
P
A
R
A
T
E
D

F
R
O
M

O
R
I
G
I
N
A
L

R
E
P
O
R
T
.

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

S
M
A
R
T

L
O
G

J
A
N
U
A
R
Y
2
0
2
2
_
D
R
I
L
L
L
O
G
S
.
G
P
J

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

1
/
2
5
/
2
4
WA
T
E
R

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

T
Y
P
E
DE
P
T
H

(
f
t
)
20
25
30
35
OV
A
/
P
I
D
(p
p
m
)
Groundwater encountred approximately 31 ft bgs.
WATER LEVEL OBSERVATIONS
100
100
100
100
100
RE
C
O
V
E
R
Y

(
%
)
36.5
38.8
40.0
CLAYEY SAND (SC), reddish brown, wet, with silt and fine subrounded gravel.
LEAN CLAY WITH SAND (CL), light reddish brown, wet, firm.
Boring Terminated at 40 Feet
0.5
0.4
0.8
0.6
GR
A
P
H
I
C

L
O
G
See Exhibit 2LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock types;
in-situ these transitions may be gradual or may occur at different depths than shown.
2105 South 2100 East
Salt Lake City, Utah, Utah
SITE:
Page 3 of 3
Advancement Method:
Sonic
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61197460
Drill Rig: Mini Sonic
Well Started: 01-12-2024
WELL LOG NO. MW-3A
Rockworth Companies
Driller: Cascade
Well Completed: 01-12-2024
Exhibit:
See Appendices for description of laboratory
procedures and additional data (if any).
CLIENT:
See Appendices for description of field procedures.
See Appendices for explanation of symbols and
abbreviations.
PROJECT: 21st and 21st
B-9
6949 S High Tech Dr Ste 100
Midvale, UT
MATERIAL DESCRIPTION
TH
I
S

B
O
R
I
N
G

L
O
G

I
S

N
O
T

V
A
L
I
D

I
F

S
E
P
A
R
A
T
E
D

F
R
O
M

O
R
I
G
I
N
A
L

R
E
P
O
R
T
.

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

S
M
A
R
T

L
O
G

J
A
N
U
A
R
Y
2
0
2
2
_
D
R
I
L
L
L
O
G
S
.
G
P
J

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

1
/
2
5
/
2
4
WA
T
E
R

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

T
Y
P
E
DE
P
T
H

(
f
t
)
40
OV
A
/
P
I
D
(p
p
m
)
Groundwater encountred approximately 31 ft bgs.
WATER LEVEL OBSERVATIONS
100
RE
C
O
V
E
R
Y

(
%
)
0.5
2.5
4.9
5.9
7.5
16.2
CONCRETE, Approximately 6 inches concrete.
FILL - POORLY GRADED GRAVEL WITH SAND (GP), olive brown to yellowish brown, slightly
moist, fine subangular gravel, fine to coarse-grained subrounded sand, some silt, some thin sand
layers.
SILT (ML), dark brown, slightly moist, firm, non plastic, some clay, minor fine sand.
SILTY SAND (SM), yellowish brown, slightly moist, fine to medium-grained subrounded sand.
POORLY GRADED SAND (SP), yellowish brwon, slightly moist, fine to medium-grained
subrounded sand, minor coarse sand and fine gravel.
LEAN CLAY (CL), light brownish gray to greenish gray, moist, firm, low to medium plasticity,
yellowish brown mottling, some silt, some iron staining. Increasing moisture with depth, more silt and
fine sand (SM/ML) at very bottom.
SILTY SAND (SM), light brownish gray, moist, fine sand, greenish gray mottling, silt with minor clay
locally, dark staining and odor noted.
Well completed
with traffic-rated
well box and
7-inch well cover.
2" Blank PVC
0-20'
Hydrated
bentonite 1-18'
GR
A
P
H
I
C

L
O
G
See Exhibit 2LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock types;
in-situ these transitions may be gradual or may occur at different depths than shown.
2105 South 2100 East
Salt Lake City, Utah, Utah
SITE:
Page 1 of 3
Advancement Method:
Sonic
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61197460
Drill Rig: Mini Sonic
Well Started: 01-10-2024
WELL LOG NO. MW-4
Rockworth Companies
Driller: Cascade
Well Completed: 01-10-2024
Exhibit:
See Appendices for description of laboratory
procedures and additional data (if any).
CLIENT:
See Appendices for description of field procedures.
See Appendices for explanation of symbols and
abbreviations.
PROJECT: 21st and 21st
B-10
6949 S High Tech Dr Ste 100
Midvale, UT
MATERIAL DESCRIPTION
TH
I
S

B
O
R
I
N
G

L
O
G

I
S

N
O
T

V
A
L
I
D

I
F

S
E
P
A
R
A
T
E
D

F
R
O
M

O
R
I
G
I
N
A
L

R
E
P
O
R
T
.

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

S
M
A
R
T

L
O
G

J
A
N
U
A
R
Y
2
0
2
2
_
D
R
I
L
L
L
O
G
S
.
G
P
J

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

1
/
2
5
/
2
4
WA
T
E
R

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

T
Y
P
E
DE
P
T
H

(
f
t
)
5
10
15
Well Completion:
INSTALLATION DETAILS
OV
A
/
P
I
D
(p
p
m
)
Groundwater encountered approximately 28 ft bgs.
WATER LEVEL OBSERVATIONS
100
100
100
100
RE
C
O
V
E
R
Y

(
%
)
19.0
20.0
21.0
22.0
23.3
26.5
29.3
30.0
32.0
35.0
SILTY SAND (SM), light brownish gray, moist, fine sand, greenish gray mottling, silt with minor clay
locally, dark staining and odor noted.(continued)
POORLY GRADED SAND (SP), yellowish brown, moist, fine to medium-grained subrounded sand,
minor coarse sand and fine gravel, minor darker staining.
POORLY GRADED GRAVEL WITH SAND (GP), reddish brown to olive brown, moist, fine
subangular gravel, fine to coarse-grained subrounded sand, some silt, minor staining.
LEAN CLAY (CL), reddish brown, moist, firm, low to medium plasticity, some silt and fine sand.
POORLY GRADED SAND (SP), reddish brown, moist, fine to medium-grained subrounded sand,
some coarser sand and fine gravel.
SILTY SAND (SM), reddish brown, moist, fine sand, few thin SP layers.
Gravels and cobbles encountred.
POORLY GRADED SAND (SP), reddish brown, moist to wet, fine to medium-grained subrounded
sand, some grayish mottling, minor silt, thin coarser sand and fine gravel layers, thin silty sand layers
throughout.
POORLY GRADED GRAVEL WITH SAND (GP), reddish brown to yellowish brown, wet, fine
subangular gravel, fine to coarse-grained subrounded sand, minor silt and coarse gravel.
POORLY GRADED SAND WITH CLAY (SP-SC), reddish brown, wet, fine to medium-grained
subrounded sand, some aoarse sand and fine gravels.
LEAN CLAY WITH SAND (CL), reddish brown and light brownish gray, wet, soft to firm, medium
plasticity.
POORLY GRADED GRAVEL WITH CLAY AND SAND (GP-GC), reddish brown, wet, fine to coarse
subangular gravel, fine to coarse-grained subrounded sand, variable clay, cobbles present.
Silica Sand Pack
18'-30'
2" slotted (0.010
in) PVC Screen
20'-40'0.4
2.1
0.1
0.4
1.0
0.0
GR
A
P
H
I
C

L
O
G
See Exhibit 2LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock types;
in-situ these transitions may be gradual or may occur at different depths than shown.
2105 South 2100 East
Salt Lake City, Utah, Utah
SITE:
Page 2 of 3
Advancement Method:
Sonic
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61197460
Drill Rig: Mini Sonic
Well Started: 01-10-2024
WELL LOG NO. MW-4
Rockworth Companies
Driller: Cascade
Well Completed: 01-10-2024
Exhibit:
See Appendices for description of laboratory
procedures and additional data (if any).
CLIENT:
See Appendices for description of field procedures.
See Appendices for explanation of symbols and
abbreviations.
PROJECT: 21st and 21st
B-11
6949 S High Tech Dr Ste 100
Midvale, UT
MATERIAL DESCRIPTION
TH
I
S

B
O
R
I
N
G

L
O
G

I
S

N
O
T

V
A
L
I
D

I
F

S
E
P
A
R
A
T
E
D

F
R
O
M

O
R
I
G
I
N
A
L

R
E
P
O
R
T
.

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

S
M
A
R
T

L
O
G

J
A
N
U
A
R
Y
2
0
2
2
_
D
R
I
L
L
L
O
G
S
.
G
P
J

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

1
/
2
5
/
2
4
WA
T
E
R

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

T
Y
P
E
DE
P
T
H

(
f
t
)
20
25
30
35
OV
A
/
P
I
D
(p
p
m
)
Groundwater encountered approximately 28 ft bgs.
WATER LEVEL OBSERVATIONS
100
100
100
100
100
RE
C
O
V
E
R
Y

(
%
)
38.0
40.0
POORLY GRADED GRAVEL WITH CLAY AND SAND (GP-GC), reddish brown, wet, fine to coarse
subangular gravel, fine to coarse-grained subrounded sand, variable clay, cobbles present.
(continued)
CLAYEY SAND (SC), reddish brown and light brownish gray, moist to wet, soft to firm, medium
plasticity clay, fine to medium-grained subrounded sand.
Boring Terminated at 40 Feet
0.0
0.0
0.1
0.3
GR
A
P
H
I
C

L
O
G
See Exhibit 2LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock types;
in-situ these transitions may be gradual or may occur at different depths than shown.
2105 South 2100 East
Salt Lake City, Utah, Utah
SITE:
Page 3 of 3
Advancement Method:
Sonic
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61197460
Drill Rig: Mini Sonic
Well Started: 01-10-2024
WELL LOG NO. MW-4
Rockworth Companies
Driller: Cascade
Well Completed: 01-10-2024
Exhibit:
See Appendices for description of laboratory
procedures and additional data (if any).
CLIENT:
See Appendices for description of field procedures.
See Appendices for explanation of symbols and
abbreviations.
PROJECT: 21st and 21st
B-12
6949 S High Tech Dr Ste 100
Midvale, UT
MATERIAL DESCRIPTION
TH
I
S

B
O
R
I
N
G

L
O
G

I
S

N
O
T

V
A
L
I
D

I
F

S
E
P
A
R
A
T
E
D

F
R
O
M

O
R
I
G
I
N
A
L

R
E
P
O
R
T
.

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

S
M
A
R
T

L
O
G

J
A
N
U
A
R
Y
2
0
2
2
_
D
R
I
L
L
L
O
G
S
.
G
P
J

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

1
/
2
5
/
2
4
WA
T
E
R

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

T
Y
P
E
DE
P
T
H

(
f
t
)
40
OV
A
/
P
I
D
(p
p
m
)
Groundwater encountered approximately 28 ft bgs.
WATER LEVEL OBSERVATIONS
100
RE
C
O
V
E
R
Y

(
%
)
0.5
2.5
4.9
5.9
7.5
16.2
CONCRETE, Approximately 6 inches concrete.
FILL - POORLY GRADED GRAVEL WITH SAND (GP), olive brown to yellowish brown, dry, fine
subangular gravel, fine to coarse-grained subrounded sand, some silt, some thin sand layers.
SILT (ML), dark brown, slightly moist, firm, non plastic, some clay, minor fine sand.
SILTY SAND (SM), yellowish brown, slightly moist, fine to medium-grained subrounded sand.
POORLY GRADED SAND (SP), yellowish brwon, slightly moist, fine to medium-grained
subrounded sand, minor coarse sand and fine gravel.
LEAN CLAY (CL), light brownish gray to greenish gray, moist, firm, low to medium plasticity,
yellowish brown mottling, some silt, some iron staining. Increasing moisture with depth, more silt and
fine sand (SM/ML) at very bottom.
SILTY SAND (SM), light brownish gray, moist, fine sand, silt with minor clay locally.
Well completed
with traffic-rated
well box and
7-inch well cover.
2" Blank PVC
0-20'
Hydrated
bentonite 1-18'
GR
A
P
H
I
C

L
O
G
See Exhibit 2LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock types;
in-situ these transitions may be gradual or may occur at different depths than shown.
2105 South 2100 East
Salt Lake City, Utah, Utah
SITE:
Page 1 of 3
Advancement Method:
Sonic
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61197460
Drill Rig: Mini Sonic
Well Started: 01-09-2024
WELL LOG NO. MW-5
Rockworth Companies
Driller: Cascade
Well Completed: 01-09-2024
Exhibit:
See Appendices for description of laboratory
procedures and additional data (if any).
CLIENT:
See Appendices for description of field procedures.
See Appendices for explanation of symbols and
abbreviations.
PROJECT: 21st and 21st
B-13
6949 S High Tech Dr Ste 100
Midvale, UT
MATERIAL DESCRIPTION
TH
I
S

B
O
R
I
N
G

L
O
G

I
S

N
O
T

V
A
L
I
D

I
F

S
E
P
A
R
A
T
E
D

F
R
O
M

O
R
I
G
I
N
A
L

R
E
P
O
R
T
.

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

S
M
A
R
T

L
O
G

J
A
N
U
A
R
Y
2
0
2
2
_
D
R
I
L
L
L
O
G
S
.
G
P
J

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

1
/
2
5
/
2
4
WA
T
E
R

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

T
Y
P
E
DE
P
T
H

(
f
t
)
5
10
15
Well Completion:
INSTALLATION DETAILS
OV
A
/
P
I
D
(p
p
m
)
Groundwater encountered approximately 27 ft bgs.
WATER LEVEL OBSERVATIONS
100
100
100
100
RE
C
O
V
E
R
Y

(
%
)
19.0
20.0
21.0
22.0
23.3
25.0
27.0
30.0
SILTY SAND (SM), light brownish gray, moist, fine sand, silt with minor clay locally.(continued)
POORLY GRADED SAND (SP), yellowish brown, moist, fine to medium-grained subrounded sand,
minor coarse sand and fine gravel.
POORLY GRADED GRAVEL WITH SAND (GP), reddish brown to olive brown, moist, fine
subangular gravel, fine to coarse-grained subrounded sand, some silt.
LEAN CLAY (CL), reddish brown, moist, firm, low to medium plasticity, some silt and fine sand.
POORLY GRADED SAND (SP), reddish brown, moist, fine to medium-grained subrounded sand,
some coarser sand and fine gravel.
SILTY SAND (SM), reddish brown, moist, fine sand, few thin SP layers.
LEAN CLAY (CL), light brownish gray, moist, soft, medium plasticity, some fine sand and silt.
POORLY GRADED GRAVEL WITH SAND (GP), reddish brown, wet, fine subangular gravel, fine to
coarse-grained subrounded sand, some cobbles and clay present.
LEAN CLAY WITH SAND (CL), reddish brown, wet, soft to firm, medium plasticity, fine to
medium-grained subrounded sand, minor gravels, zones of clayey sand locally.
Silica Sand Pack
18'-30'
2" slotted (0.010
in) PVC Screen
20'-40'0.2
0.7
0.2
0.2
0.1
0.8
GR
A
P
H
I
C

L
O
G
See Exhibit 2LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock types;
in-situ these transitions may be gradual or may occur at different depths than shown.
2105 South 2100 East
Salt Lake City, Utah, Utah
SITE:
Page 2 of 3
Advancement Method:
Sonic
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61197460
Drill Rig: Mini Sonic
Well Started: 01-09-2024
WELL LOG NO. MW-5
Rockworth Companies
Driller: Cascade
Well Completed: 01-09-2024
Exhibit:
See Appendices for description of laboratory
procedures and additional data (if any).
CLIENT:
See Appendices for description of field procedures.
See Appendices for explanation of symbols and
abbreviations.
PROJECT: 21st and 21st
B-14
6949 S High Tech Dr Ste 100
Midvale, UT
MATERIAL DESCRIPTION
TH
I
S

B
O
R
I
N
G

L
O
G

I
S

N
O
T

V
A
L
I
D

I
F

S
E
P
A
R
A
T
E
D

F
R
O
M

O
R
I
G
I
N
A
L

R
E
P
O
R
T
.

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

S
M
A
R
T

L
O
G

J
A
N
U
A
R
Y
2
0
2
2
_
D
R
I
L
L
L
O
G
S
.
G
P
J

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

1
/
2
5
/
2
4
WA
T
E
R

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

T
Y
P
E
DE
P
T
H

(
f
t
)
20
25
30
35
OV
A
/
P
I
D
(p
p
m
)
Groundwater encountered approximately 27 ft bgs.
WATER LEVEL OBSERVATIONS
100
100
100
100
100
RE
C
O
V
E
R
Y

(
%
)
40.0
LEAN CLAY WITH SAND (CL), reddish brown, wet, soft to firm, medium plasticity, fine to
medium-grained subrounded sand, minor gravels, zones of clayey sand locally.(continued)
Boring Terminated at 40 Feet
1.3
0.8
0.8
0.9
GR
A
P
H
I
C

L
O
G
See Exhibit 2LOCATION
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock types;
in-situ these transitions may be gradual or may occur at different depths than shown.
2105 South 2100 East
Salt Lake City, Utah, Utah
SITE:
Page 3 of 3
Advancement Method:
Sonic
Abandonment Method:
Hydrated Bentonite
Notes:
Project No.: 61197460
Drill Rig: Mini Sonic
Well Started: 01-09-2024
WELL LOG NO. MW-5
Rockworth Companies
Driller: Cascade
Well Completed: 01-09-2024
Exhibit:
See Appendices for description of laboratory
procedures and additional data (if any).
CLIENT:
See Appendices for description of field procedures.
See Appendices for explanation of symbols and
abbreviations.
PROJECT: 21st and 21st
B-15
6949 S High Tech Dr Ste 100
Midvale, UT
MATERIAL DESCRIPTION
TH
I
S

B
O
R
I
N
G

L
O
G

I
S

N
O
T

V
A
L
I
D

I
F

S
E
P
A
R
A
T
E
D

F
R
O
M

O
R
I
G
I
N
A
L

R
E
P
O
R
T
.

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

S
M
A
R
T

L
O
G

J
A
N
U
A
R
Y
2
0
2
2
_
D
R
I
L
L
L
O
G
S
.
G
P
J

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

1
/
2
5
/
2
4
WA
T
E
R

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

T
Y
P
E
DE
P
T
H

(
f
t
)
40
OV
A
/
P
I
D
(p
p
m
)
Groundwater encountered approximately 27 ft bgs.
WATER LEVEL OBSERVATIONS
100
RE
C
O
V
E
R
Y

(
%
)
Appendix D
Revised Site Management Plan Outline, February 17, 2022
Memo
TO: Dale Urban, Utah DWMRC, via email
FROM: Kitty Hiortdahl, Terracon Consultants
DATE: Thursday, February 17, 2022
RE:Revised Site Management Plan Outline per Wednesday February 9, 2022 meeting
21st & 21st Properties, NEC 2100 South & 2100 East
Salt Lake City, Salt Lake County, Utah
Terracon Project No. 61197460
The following memo captures Terracon’s understanding of the February 9, 2022 meeting with
representatives from the Division of Waste Management and Radiation Control (DWMRC) including Eric
Baiden, Brad Maulding and yourself, representatives from Terracon on behalf of Rockworth Companies
(site property owner) including Ben Bowers and myself. Terracon has expanded upon the discussion
held to compose an outline of a scope of work associated with the site management plan as discussed.
It is our understanding that once corrective action with controls is implemented (i.e., the Remedial
Action Plan (RAP) is implemented fully, a Site Management Plan (SMP) including a Vapor Intrusion
Mitigation System (VIMS) design is composed and approved, and environmental deed restrictions are
recorded), a letter acknowledging that corrective action has been completed can be issued by the
DWMRC. On-going monitoring will be encompassed as part of the SMP, which is performed post
corrective action.
It was established during our discussion that the purpose of groundwater monitoring in the SMP is to
measure the results of the remedial action performed, which consisted of removal of contaminated
soils. Source mass removal subsequently should result in less contaminant mass leaching into
groundwater, thereby, reducing and/or stabilizing groundwater concentrations at the site. Per our
discussion, groundwater monitoring is also to be employed to ensure offsite receptors are not
impacted by vapor intrusion.
Plan for monitoring in the SMP is proposed as follows:
Monitoring network; Analytical via EPA Method 8260 for Volatile Organic Compounds:
Onsite - 3 monitoring wells (existing MW-1, proposed MW-4 and MW-5)
o Install 2 additional monitoring wells in the assumed plume centerline
1 near/downgradient of the former Leavitts drycleaner sump
1 between the former Leavitts drycleaner and MW-1
Offsite - 2 wells (existing MW-2 and MW-3)
Monitoring wells will be completed to a depth of 35 feet and up to 45 feet below ground surface using
hollow stem auger to ensure the seasonally low water table is captured. Additional sampling may be
coupled with the above effort as part of the Leaking Underground Storage Tank (LUST) closure
regulated under the Division of Environmental Response and Remediation.
21st and 21st SMP Outline ■ Salt Lake City, UT
February 17, 2022 ■ Terracon Project No. 61197460
2
Sampling Duration is proposed as:
5 years of groundwater monitoring
o 1 year quarterly (4 sampling events)
o 2 years semiannual (4 sampling events)
o 2 years annual (2 sampling events)
Plume Stability Criteria and Contingency:
Once a stable and/or decreasing plume trend is established via an appropriate statistical
method, groundwater monitoring for remedial action performance will be considered achieved.
o Termination clause established for 8 data points early for statistical analysis
o Post the establishment of a stable and/or decreasing plume, monitoring wells will be
properly abandoned (if no longer in use by the LUST program)
If plume stability is not reached within the proposed 5-year timeframe, Terracon will determine
causation and perform appropriate actions, potentially including: additional investigation,
additional remedial actions, and/or abatement.
Offsite Vapor Intrusion monitoring and Contingency:
Offsite monitoring wells (MW-2 and MW-3) will be additionally monitored for vapor intrusion
o The SMP will detail Vapor Intrusion Screening Levels (VISL) applicable to the offsite
monitoring through utilizing the EPA VISL Calculator based on land use.
If offsite groundwater concentrations exceed the calculated threshold for appropriate land use
this will trigger 1) soil gas sampling; if soil gas sampling exceeds thresholds, 2) sub slab soil
gas sampling, to determine if the offsite plume is posing a vapor intrusion risk to offsite
properties.
If sub-slab sampling exceeds thresholds for vapor intrusion, 4 quarterly rounds of coupled sub
slab and indoor air sampling will be conducted. If during any sampling event indoor air exceeds
applicable thresholds and is verified by a coupled sub-slab point, emergency actions will be
taken (i.e. mobile air purifiers).
If consistent rounds of sampling demonstrate vapor intrusion occurring through coupled indoor
air and sub slab sampling, abatement actions will be taken as appropriate (i.e. sub slab
depressurization system installation).
Multiple lines of evidence, a robust conceptual site model, building conditions review, data review and
order of magnitude evaluations would be required for a full vapor intrusion investigation. These
details are not scoped in the SMP since offsite monitoring wells are currently below the EPA RSL for
vapor intrusion. It is not suspected that actions onsite will elevate groundwater concentration and
initiate the above contingencies; they are included based on discussion. A general outline of steps is
included in this memo for completeness of the receptor pathway accounting for all potential risk.
Additional stimulations of the SMP:
A VIMS design is under review by the DWMRC, and the construction completion of the VIMS will
be included in the SMP. It is assumed the VIMS will be installed per the design; if the installation
varies from the design, changes will be reviewed by the Professional Engineer and the DWMRC
prior to modification to ensure the protectiveness level is not affected by the modifications.
Environmental Deed Restrictions will be drafted and recorded as appropriate, in general they
will:
21st and 21st SMP Outline ■ Salt Lake City, UT
February 17, 2022 ■ Terracon Project No. 61197460
3
o Restrict groundwater use
o Restrict soil excavation where waste is left in place at the property boundary
o Restrict new development
Vapor Intrusion clause for new development: an assessment of potential need
for VIMS or other abetment actions for any new occupied spaces onsite.
o Annual notification requirement stating these stipulations have been meet and
maintained
Including a checklist for the VIMS competency, slab competency, and other
elements which might affect the integrity and protectiveness of the VIMS and/or
vapor mitigation pathway
If CR 10-4 or greater, and HQ of 1 or greater in onsite monitoring wells, Terracon
must prove that the VIMS is protective for this risk range:
Measure exhaust from pipes and sub-slab vapor (permanent points)
If sub-slab exceeds applicable thresholds, perform sub-slab sampling
coupled with indoor air sampling post a chemical inventory of the
occupied space:
o Analyze using EPA Method TO-15 for the “drycleaner” five
PCE, TCE, cis-DCE, 1,1-DCE, and VC
o Perform 4 quarters of sampling (first event includes installation)
for sub-slab sampling and indoor air sampling
o Clause for revision
If land change use or modifications are necessitated in the future the SMP shall
be revised as appropriate.
Appendix E
Well Development Forms
Appendix F
Monitoring Well Sampling Field Notes
Appendix G
Risk Evaluation Sheets
Output generated 14OCT2024:17:26:48
Site-specific 1
Resident Tap Water Inputs
Variable
Resident
Tap
Water
Default
Value
Site-Specific
Value
BW 0-2 (mutagenic body weight) kg 15 15
BW 2-6 (mutagenic body weight) kg 15 15
BW 6-16 (mutagenic body weight) kg 80 80
BW 16-26 (mutagenic body weight) kg 80 80
BW res-a (body weight - adult) kg 80 80
BW res-c (body weight - child) kg 15 15
DFW res-adj (age-adjusted dermal factor) cm 2-event/kg 2610650 2610650
DFWM res-adj (mutagenic age-adjusted dermal factor) cm 2-event/kg 8191633 8191633
EDres (exposure duration - resident) years 26 26
ED0-2 (mutagenic exposure duration first phase) years 2 2
ED2-6 (mutagenic exposure duration second phase) years 4 4
ED6-16 (mutagenic exposure duration third phase) years 10 10
ED16-26 (mutagenic exposure duration fourth phase) years 10 10
EDres-a (exposure duration - adult) years 20 20
EDres-c (exposure duration - child) years 6 6
EFres (exposure frequency) days/year 350 350
EF0-2 (mutagenic exposure frequency first phase) days/year 350 350
EF2-6 (mutagenic exposure frequency second phase) days/year 350 350
EF6-16 (mutagenic exposure frequency third phase) days/year 350 350
EF16-26 (mutagenic exposure frequency fourth phase) days/year 350 350
EFres-a (exposure frequency - adult) days/year 350 350
EFres-c (exposure frequency - child) days/year 350 350
ETres (exposure time) hours/day 24 24
ETevent-res-adj (age-adjusted exposure time) hours/event 0.67077 0.67077
ETevent-res-madj (mutagenic age-adjusted exposure time) hours/event 0.67077 0.67077
ET0-2 (mutagenic dermal exposure time first phase) hours/event 0.54 0.54
ET2-6 (mutagenic dermal exposure time second phase) hours/event 0.54 0.54
ET6-16 (mutagenic dermal exposure time third phase) hours/event 0.71 0.71
Output generated 14OCT2024:17:26:48
Site-specific 2
Resident Tap Water Inputs
Variable
Resident
Tap
Water
Default
Value
Site-Specific
Value
ET16-26 (mutagenic dermal exposure time fourth phase) hours/event 0.71 0.71
ETres-a (dermal exposure time - adult) hours/event 0.71 0.71
ETres-c (dermal exposure time - child) hours/event 0.54 0.54
ET0-2 (mutagenic inhalation exposure time first phase) hours/day 24 24
ET2-6 (mutagenic inhalation exposure time second phase) hours/day 24 24
ET6-16 (mutagenic inhalation exposure time third phase) hours/day 24 24
ET16-26 (mutagenic inhalation exposure time fourth phase) hours/day 24 24
ETres-a (inhalation exposure time - adult) hours/day 24 24
ETres-c (inhalation exposure time - child) hours/day 24 24
EV0-2 (mutagenic events) per day 1 1
EV2-6 (mutagenic events) per day 1 1
EV6-16 (mutagenic events) per day 1 1
EV16-26 (mutagenic events) per day 1 1
EVres-a (events - adult) per day 1 1
EVres-c (events - child) per day 1 1
THQ (target hazard quotient) unitless 0.1 1
IFW res-adj (adjusted intake factor) L/kg 327.95 327.95
IFWM res-adj (mutagenic adjusted intake factor) L/kg 1019.9 1019.9
IRW 0-2 (mutagenic water intake rate) L/day 0.78 0.78
IRW 2-6 (mutagenic water intake rate) L/day 0.78 0.78
IRW 6-16 (mutagenic water intake rate) L/day 2.5 2.5
IRW 16-26 (mutagenic water intake rate) L/day 2.5 2.5
IRW res-a (water intake rate - adult) L/day 2.5 2.5
IRW res-c (water intake rate - child) L/day 0.78 0.78
K (volatilization factor of Andelman) L/m 3 0.5 0.5
LT (lifetime) years 70 70
SA0-2 (mutagenic skin surface area) cm 2 6365 6365
SA2-6 (mutagenic skin surface area) cm 2 6365 6365
Output generated 14OCT2024:17:26:48
Site-specific 3
Resident Tap Water Inputs
Variable
Resident
Tap
Water
Default
Value
Site-Specific
Value
SA6-16 (mutagenic skin surface area) cm 2 19652 19652
SA16-26 (mutagenic skin surface area) cm 2 19652 19652
SAres-a (skin surface area - adult) cm 2 19652 19652
SAres-c (skin surface area - child) cm 2 6365 6365
lsc (apparent thickness of stratum corneum) cm 0.001 0.001
TR (target risk) unitless 1.0E-06 1.0E-06
Output generated 14OCT2024:17:26:48
Site-specific 4
Resident Risk-Based Regional Screening Levels (RSL) for Tap Water
Key: I = IRIS; P = PPRTV; O = OPP; A = ATSDR; T = ATSDR DRAFT; C = Cal EPA; X = PPRTV Screening Level; H = HEAST; D = OW; R = ORD; N = WI; W = TEF
applied; E = RPF applied; G = see user guide; U = user provided; ca = cancer; nc = noncancer; * = where: nc SL < 100X ca SL; ** = where nc SL < 10X ca SL;
SSL values are based on DAF=1; max = ceiling limit exceeded; sat = Csat exceeded.
Chemical
CAS
Number Mutagen?Volatile?
Chemical
Type
SFo(mg/kg-day)-1
SFoRef
IUR
(ug/m 3)-1
IUR
Ref
RfD
(mg/kg-day)
RfD
Ref
RfC
(mg/m 3)
RfC
Ref GIABS
Kp\
(cm/hr)
Tetrachloroethylene 127-18-4 No Yes Organics 2.10E-03 I 2.60E-07 I 6.00E-03 I 4.00E-02 I 1 3.34E-02
Trichloroethylene 79-01-6 Yes Yes Organics 4.60E-02 I 4.10E-06 I 5.00E-04 I 2.00E-03 I 1 1.16E-02
MW
B
(unitless)
t*
(hr)
τevent
(hr/event)
FA
(unitless)
In
EPD?DAevent (ca)
DAevent(nc child)
DAevent(nc adult)
MCL
(ug/L)
Ingestion
SL
TR=1E-06
(ug/L)
Dermal
SL
TR=1E-06
(ug/L)
Inhalation
SL
TR=1E-06
(ug/L)
Carcinogenic
SL
TR=1E-06
(ug/L)
165.83 1.65E-01 2.14E+00 8.92E-01 1 Yes 4.66E-03 1.47E-02 2.55E-02 5.00E+00 3.71E+01 6.53E+01 2.16E+01 1.13E+01
131.39 5.11E-02 1.37E+00 5.72E-01 1 Yes 1.48E-04 1.23E-03 2.12E-03 5.00E+00 1.18E+00 7.45E+00 9.57E-01 4.94E-01
Ingestion
SL
Child
THQ=1
(ug/L)
Dermal
SL
Child
THQ=1
(ug/L)
Inhalation
SL
Child
THQ=1
(ug/L)
Noncarcinogenic
SL
Child
THI=1
(ug/L)
Ingestion
SL
Adult
THQ=1
(ug/L)
Dermal
SL
Adult
THQ=1
(ug/L)
Inhalation
SL
Adult
THQ=1
(ug/L)
Noncarcinogenic
SL
Adult
THI=1
(ug/L)
Screening
Level
(ug/L)
1.20E+02 2.30E+02 8.34E+01 4.06E+01 2.00E+02 3.47E+02 8.34E+01 5.03E+01 1.13E+01 ca
1.00E+01 6.89E+01 4.17E+00 2.83E+00 1.67E+01 1.04E+02 4.17E+00 3.23E+00 4.94E-01 ca
Output generated 14OCT2024:17:26:48
Site-specific 5
Resident Risk for Tap Water
Chemical
SFo(mg/kg-day)-1
SFoRef
IUR
(ug/m 3)-1
IUR
Ref
RfD
(mg/kg-day)
RfD
Ref
RfC
(mg/m 3)
RfC
Ref GIABS
Kp\
(cm/hr)MW
B
(unitless)
t*
(hr)
τevent
(hr/event)
Tetrachloroethylene 2.10E-03 I 2.60E-07 I 6.00E-03 I 4.00E-02 I 1 3.34E-02 165.83 1.65E-01 2.14E+00 8.92E-01
Trichloroethylene 4.60E-02 I 4.10E-06 I 5.00E-04 I 2.00E-03 I 1 1.16E-02 131.39 5.11E-02 1.37E+00 5.72E-01
*Total Risk/HI ----------
FA
(unitless)
In
EPD?DAevent (ca)
DAevent(nc child)
DAevent(nc adult)
MCL
(ug/L)
Concentration
(ug/L)
Ingestion
Risk
Dermal
Risk
Inhalation
Risk
Carcinogenic
Risk
Ingestion
Child
HQ
Dermal
Child
HQ
1 Yes 4.66E-03 1.47E-02 2.55E-02 5.00E+00 9.83E+01 2.65E-06 1.51E-06 4.55E-06 8.71E-06 8.17E-01 4.27E-01
1 Yes 1.48E-04 1.23E-03 2.12E-03 5.00E+00 6.09E+00 5.15E-06 8.18E-07 6.37E-06 1.23E-05 6.07E-01 8.83E-02
------7.80E-06 2.32E-06 1.09E-05 2.10E-05 1.42E+00 5.16E-01
Inhalation
Child
HQ
Noncarcinogenic
Child
HI
Ingestion
Adult
HQ
Dermal
Adult
HQ
Inhalation
Adult
HQ
Noncarcinogenic
Adult
HI
1.18E+00 2.42E+00 4.91E-01 2.84E-01 1.18E+00 1.95E+00
1.46E+00 2.16E+00 3.65E-01 5.86E-02 1.46E+00 1.88E+00
2.64E+00 4.58E+00 8.56E-01 3.42E-01 2.64E+00 3.84E+00
Appendix H
Chain of Custody and Laboratory Data Sheets
ANALYTICAL REPORT
October 09, 2024
Terracon - Salt Lake City, UT
Sample Delivery Group:L1782393
Samples Received:09/27/2024
Project Number:61197460 TASK 3
Description:21st and 21st
Report To:Andrew Turner
6949 South High Tech Drive
Midvale, UT 84047
Entire Report Reviewed By:
October 09, 2024
[Preliminary Report]
Chris Ward
Project Manager
Results relate only to the items tested or calibrated and are reported as rounded values. This test report shall not be
reproduced, except in full, without written approval of the laboratory. Where applicable, sampling conducted by Pace
Analytical National is performed per guidance provided in laboratory standard operating procedures ENV-SOP-MTJL-0067 and
ENV-SOP-MTJL-0068. Where sampling conducted by the customer, results relate to the accuracy of the information provided,
and as the samples are received.
Pace Analytical National
12065 Lebanon Rd Mount Juliet, TN 37122 615-758-5858 800-767-5859 mydata.pacelabs.com
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Terracon - Salt Lake City, UT 61197460 TASK 3 L1782393 10/09/24 19:06 1 of 22
October 10, 2024
Chris Ward
Project Manager
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Terracon - Salt Lake City, UT 61197460 TASK 3 L1782393 10/10/24 12:55 1 of 22
TABLE OF CONTENTS
Cp: Cover Page 1
Tc: Table of Contents 2
Ss: Sample Summary 3
Cn: Case Narrative 4
Sr: Sample Results 5
MW-1A L1782393-01 5
MW-2A L1782393-02 7
MW-3A L1782393-03 9
MW-4 L1782393-04 11
MW-5 L1782393-05 13
Qc: Quality Control Summary 15
Volatile Organic Compounds (GC/MS) by Method 8260B 15
Semi-Volatile Organic Compounds (GC) by Method 3511/8015 19
Gl: Glossary of Terms 20
Al: Accreditations & Locations 21
Sc: Sample Chain of Custody 22
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 SUMMARY
Collected by Collected date/time Received date/time
MW-1A L1782393-01 GW Steve Maliszeki 09/25/24 14:50 09/27/24 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Volatile Organic Compounds (GC/MS) by Method 8260B WG2376649 10 10/05/24 19:17 10/05/24 19:17 KSD Mt. Juliet, TN
Semi-Volatile Organic Compounds (GC) by Method 3511/8015 WG2376459 1 10/08/24 00:33 10/09/24 05:07 MAA Mt. Juliet, TN
Collected by Collected date/time Received date/time
MW-2A L1782393-02 GW Steve Maliszeki 09/25/24 13:45 09/27/24 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Volatile Organic Compounds (GC/MS) by Method 8260B WG2376649 5 10/05/24 19:37 10/05/24 19:37 KSD Mt. Juliet, TN
Semi-Volatile Organic Compounds (GC) by Method 3511/8015 WG2376459 1 10/08/24 00:33 10/09/24 05:27 MAA Mt. Juliet, TN
Collected by Collected date/time Received date/time
MW-3A L1782393-03 GW Steve Maliszeki 09/25/24 12:38 09/27/24 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Volatile Organic Compounds (GC/MS) by Method 8260B WG2376649 1 10/05/24 17:54 10/05/24 17:54 KSD Mt. Juliet, TN
Semi-Volatile Organic Compounds (GC) by Method 3511/8015 WG2376459 1 10/08/24 00:33 10/09/24 05:47 MAA Mt. Juliet, TN
Collected by Collected date/time Received date/time
MW-4 L1782393-04 GW Steve Maliszeki 09/25/24 11:25 09/27/24 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Volatile Organic Compounds (GC/MS) by Method 8260B WG2376649 10 10/05/24 19:58 10/05/24 19:58 KSD Mt. Juliet, TN
Semi-Volatile Organic Compounds (GC) by Method 3511/8015 WG2376459 1 10/08/24 00:33 10/09/24 06:07 MAA Mt. Juliet, TN
Collected by Collected date/time Received date/time
MW-5 L1782393-05 GW Steve Maliszeki 09/25/24 10:30 09/27/24 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Volatile Organic Compounds (GC/MS) by Method 8260B WG2376649 50 10/05/24 20:18 10/05/24 20:18 KSD Mt. Juliet, TN
Semi-Volatile Organic Compounds (GC) by Method 3511/8015 WG2376459 1 10/08/24 00:33 10/09/24 06:26 MAA 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
Unless qualified or notated within the narrative below, all sample aliquots were received at the correct
temperature, in the proper containers, with the appropriate preservatives, and within method specified
holding times. Where applicable, all MDL (LOD) and RDL (LOQ) values reported for environmental
samples have been corrected for the dilution factor used in the analysis. All Method and Batch Quality
Control are within established criteria except where addressed in this case narrative, a
non-conformance form or properly qualified within the sample results. By my digital signature below, I
affirm to the best of my knowledge, all problems/anomalies observed by the laboratory as having the
potential to affect the quality of the data have been identified by the laboratory, and no information or
data have been knowingly withheld that would affect the quality of the data.
[Preliminary Report]
Chris Ward
Project Manager
Volatile Organic Compounds (GC/MS) by Method 8260B
The associated batch QC was above the established quality control range for accuracy.
Batch Lab Sample ID Analytes
WG2376649 (LCS) R4130338-1, (LCSD) R4130338-2,
L1782393-01, 02, 03, 04, 05
Bromomethane and Chloroethane
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Terracon - Salt Lake City, UT 61197460 TASK 3 L1782393 10/09/24 19:06 4 of 22
Chris Ward
Project Manager
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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SAMPLE RESULTS - 01
L1782393
MW-1A
Collected date/time: 09/25/24 14:50
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
TPH (GC/MS) Low Fraction U 1.08 5.00 10 10/05/2024 19:17 WG2376649
Acetone U 0.113 0.500 10 10/05/2024 19:17 WG2376649
Acrolein U 0.0254 0.500 10 10/05/2024 19:17 WG2376649
Acrylonitrile U 0.00671 0.100 10 10/05/2024 19:17 WG2376649
Benzene U 0.000941 0.0100 10 10/05/2024 19:17 WG2376649
Bromobenzene U 0.00118 0.0100 10 10/05/2024 19:17 WG2376649
Bromodichloromethane U 0.00136 0.0100 10 10/05/2024 19:17 WG2376649
Bromoform U 0.00129 0.0100 10 10/05/2024 19:17 WG2376649
Bromomethane U J4 0.00605 0.0500 10 10/05/2024 19:17 WG2376649
n-Butylbenzene U 0.00157 0.0100 10 10/05/2024 19:17 WG2376649
sec-Butylbenzene U 0.00125 0.0100 10 10/05/2024 19:17 WG2376649
tert-Butylbenzene U 0.00127 0.0100 10 10/05/2024 19:17 WG2376649
Carbon tetrachloride U 0.00128 0.0100 10 10/05/2024 19:17 WG2376649
Chlorobenzene U 0.00116 0.0100 10 10/05/2024 19:17 WG2376649
Chlorodibromomethane U 0.00140 0.0100 10 10/05/2024 19:17 WG2376649
Chloroethane U J4 0.00192 0.0500 10 10/05/2024 19:17 WG2376649
2-Chloroethyl vinyl ether U 0.00575 0.500 10 10/05/2024 19:17 WG2376649
Chloroform U 0.00111 0.0500 10 10/05/2024 19:17 WG2376649
Chloromethane U 0.00960 0.0250 10 10/05/2024 19:17 WG2376649
2-Chlorotoluene U 0.00106 0.0100 10 10/05/2024 19:17 WG2376649
4-Chlorotoluene U 0.00114 0.0100 10 10/05/2024 19:17 WG2376649
1,2-Dibromo-3-Chloropropane U 0.00276 0.0500 10 10/05/2024 19:17 WG2376649
1,2-Dibromoethane U 0.00126 0.0100 10 10/05/2024 19:17 WG2376649
Dibromomethane U 0.00122 0.0100 10 10/05/2024 19:17 WG2376649
1,2-Dichlorobenzene U 0.00107 0.0100 10 10/05/2024 19:17 WG2376649
1,3-Dichlorobenzene U 0.00110 0.0100 10 10/05/2024 19:17 WG2376649
1,4-Dichlorobenzene U 0.00120 0.0100 10 10/05/2024 19:17 WG2376649
Dichlorodifluoromethane U 0.00374 0.0500 10 10/05/2024 19:17 WG2376649
1,1-Dichloroethane U 0.00100 0.0100 10 10/05/2024 19:17 WG2376649
1,2-Dichloroethane U 0.000819 0.0100 10 10/05/2024 19:17 WG2376649
1,1-Dichloroethene U 0.00188 0.0100 10 10/05/2024 19:17 WG2376649
cis-1,2-Dichloroethene U 0.00126 0.0100 10 10/05/2024 19:17 WG2376649
trans-1,2-Dichloroethene U 0.00149 0.0100 10 10/05/2024 19:17 WG2376649
1,2-Dichloropropane U 0.00149 0.0100 10 10/05/2024 19:17 WG2376649
1,1-Dichloropropene U 0.00142 0.0100 10 10/05/2024 19:17 WG2376649
1,3-Dichloropropane U 0.00110 0.0100 10 10/05/2024 19:17 WG2376649
cis-1,3-Dichloropropene U 0.00111 0.0100 10 10/05/2024 19:17 WG2376649
trans-1,3-Dichloropropene U 0.00118 0.0100 10 10/05/2024 19:17 WG2376649
2,2-Dichloropropane U 0.00161 0.0100 10 10/05/2024 19:17 WG2376649
Di-isopropyl ether U 0.00105 0.0100 10 10/05/2024 19:17 WG2376649
Ethylbenzene U 0.00137 0.0100 10 10/05/2024 19:17 WG2376649
Hexachloro-1,3-butadiene U 0.00337 0.0100 10 10/05/2024 19:17 WG2376649
Isopropylbenzene U 0.00105 0.0100 10 10/05/2024 19:17 WG2376649
p-Isopropyltoluene U 0.00120 0.0100 10 10/05/2024 19:17 WG2376649
2-Butanone (MEK)U 0.0119 0.100 10 10/05/2024 19:17 WG2376649
Methylene Chloride U 0.00430 0.0500 10 10/05/2024 19:17 WG2376649
4-Methyl-2-pentanone (MIBK)U 0.00478 0.100 10 10/05/2024 19:17 WG2376649
Methyl tert-butyl ether U 0.00101 0.0100 10 10/05/2024 19:17 WG2376649
Naphthalene U 0.0100 0.0500 10 10/05/2024 19:17 WG2376649
n-Propylbenzene U 0.000993 0.0100 10 10/05/2024 19:17 WG2376649
Styrene U 0.00118 0.0100 10 10/05/2024 19:17 WG2376649
1,1,1,2-Tetrachloroethane U 0.00147 0.0100 10 10/05/2024 19:17 WG2376649
1,1,2,2-Tetrachloroethane U 0.00133 0.0100 10 10/05/2024 19:17 WG2376649
1,1,2-Trichlorotrifluoroethane U 0.00180 0.0100 10 10/05/2024 19:17 WG2376649
Tetrachloroethene 0.212 0.00300 0.0100 10 10/05/2024 19:17 WG2376649
Toluene U 0.00278 0.0100 10 10/05/2024 19:17 WG2376649
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 - 01
L1782393
MW-1A
Collected date/time: 09/25/24 14:50
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
1,2,3-Trichlorobenzene U 0.00230 0.0100 10 10/05/2024 19:17 WG2376649
1,2,4-Trichlorobenzene U 0.00481 0.0100 10 10/05/2024 19:17 WG2376649
1,1,1-Trichloroethane U 0.00149 0.0100 10 10/05/2024 19:17 WG2376649
1,1,2-Trichloroethane U 0.00158 0.0100 10 10/05/2024 19:17 WG2376649
Trichloroethene 0.00350 J 0.00190 0.0100 10 10/05/2024 19:17 WG2376649
Trichlorofluoromethane U 0.00160 0.0500 10 10/05/2024 19:17 WG2376649
1,2,3-Trichloropropane U 0.00237 0.0250 10 10/05/2024 19:17 WG2376649
1,2,4-Trimethylbenzene U 0.00322 0.0100 10 10/05/2024 19:17 WG2376649
1,2,3-Trimethylbenzene U 0.00104 0.0100 10 10/05/2024 19:17 WG2376649
1,3,5-Trimethylbenzene U 0.00104 0.0100 10 10/05/2024 19:17 WG2376649
Vinyl chloride U 0.00234 0.0100 10 10/05/2024 19:17 WG2376649
Xylenes, Total U 0.00174 0.0300 10 10/05/2024 19:17 WG2376649
(S) Toluene-d8 104 80.0-120 10/05/2024 19:17 WG2376649
(S) 4-Bromofluorobenzene 98.1 77.0-126 10/05/2024 19:17 WG2376649
(S) 1,2-Dichloroethane-d4 106 70.0-130 10/05/2024 19:17 WG2376649
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 U 0.0247 0.100 1 10/09/2024 05:07 WG2376459
(S) o-Terphenyl 99.5 52.0-156 10/09/2024 05:07 WG2376459
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 - 02
L1782393
MW-2A
Collected date/time: 09/25/24 13:45
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
TPH (GC/MS) Low Fraction U 0.540 2.50 5 10/05/2024 19:37 WG2376649
Acetone U 0.0565 0.250 5 10/05/2024 19:37 WG2376649
Acrolein U 0.0127 0.250 5 10/05/2024 19:37 WG2376649
Acrylonitrile U 0.00336 0.0500 5 10/05/2024 19:37 WG2376649
Benzene U 0.000471 0.00500 5 10/05/2024 19:37 WG2376649
Bromobenzene U 0.000590 0.00500 5 10/05/2024 19:37 WG2376649
Bromodichloromethane U 0.000680 0.00500 5 10/05/2024 19:37 WG2376649
Bromoform U 0.000645 0.00500 5 10/05/2024 19:37 WG2376649
Bromomethane U J4 0.00303 0.0250 5 10/05/2024 19:37 WG2376649
n-Butylbenzene U 0.000785 0.00500 5 10/05/2024 19:37 WG2376649
sec-Butylbenzene U 0.000625 0.00500 5 10/05/2024 19:37 WG2376649
tert-Butylbenzene U 0.000635 0.00500 5 10/05/2024 19:37 WG2376649
Carbon tetrachloride U 0.000640 0.00500 5 10/05/2024 19:37 WG2376649
Chlorobenzene U 0.000580 0.00500 5 10/05/2024 19:37 WG2376649
Chlorodibromomethane U 0.000700 0.00500 5 10/05/2024 19:37 WG2376649
Chloroethane U J4 0.000960 0.0250 5 10/05/2024 19:37 WG2376649
2-Chloroethyl vinyl ether U 0.00288 0.250 5 10/05/2024 19:37 WG2376649
Chloroform U 0.000555 0.0250 5 10/05/2024 19:37 WG2376649
Chloromethane U 0.00480 0.0125 5 10/05/2024 19:37 WG2376649
2-Chlorotoluene U 0.000530 0.00500 5 10/05/2024 19:37 WG2376649
4-Chlorotoluene U 0.000570 0.00500 5 10/05/2024 19:37 WG2376649
1,2-Dibromo-3-Chloropropane U 0.00138 0.0250 5 10/05/2024 19:37 WG2376649
1,2-Dibromoethane U 0.000630 0.00500 5 10/05/2024 19:37 WG2376649
Dibromomethane U 0.000610 0.00500 5 10/05/2024 19:37 WG2376649
1,2-Dichlorobenzene U 0.000535 0.00500 5 10/05/2024 19:37 WG2376649
1,3-Dichlorobenzene U 0.000550 0.00500 5 10/05/2024 19:37 WG2376649
1,4-Dichlorobenzene U 0.000600 0.00500 5 10/05/2024 19:37 WG2376649
Dichlorodifluoromethane U 0.00187 0.0250 5 10/05/2024 19:37 WG2376649
1,1-Dichloroethane U 0.000500 0.00500 5 10/05/2024 19:37 WG2376649
1,2-Dichloroethane U 0.000409 0.00500 5 10/05/2024 19:37 WG2376649
1,1-Dichloroethene U 0.000940 0.00500 5 10/05/2024 19:37 WG2376649
cis-1,2-Dichloroethene U 0.000630 0.00500 5 10/05/2024 19:37 WG2376649
trans-1,2-Dichloroethene U 0.000745 0.00500 5 10/05/2024 19:37 WG2376649
1,2-Dichloropropane U 0.000745 0.00500 5 10/05/2024 19:37 WG2376649
1,1-Dichloropropene U 0.000710 0.00500 5 10/05/2024 19:37 WG2376649
1,3-Dichloropropane U 0.000550 0.00500 5 10/05/2024 19:37 WG2376649
cis-1,3-Dichloropropene U 0.000555 0.00500 5 10/05/2024 19:37 WG2376649
trans-1,3-Dichloropropene U 0.000590 0.00500 5 10/05/2024 19:37 WG2376649
2,2-Dichloropropane U 0.000805 0.00500 5 10/05/2024 19:37 WG2376649
Di-isopropyl ether U 0.000525 0.00500 5 10/05/2024 19:37 WG2376649
Ethylbenzene U 0.000685 0.00500 5 10/05/2024 19:37 WG2376649
Hexachloro-1,3-butadiene U 0.00169 0.00500 5 10/05/2024 19:37 WG2376649
Isopropylbenzene U 0.000525 0.00500 5 10/05/2024 19:37 WG2376649
p-Isopropyltoluene U 0.000600 0.00500 5 10/05/2024 19:37 WG2376649
2-Butanone (MEK)U 0.00595 0.0500 5 10/05/2024 19:37 WG2376649
Methylene Chloride U 0.00215 0.0250 5 10/05/2024 19:37 WG2376649
4-Methyl-2-pentanone (MIBK)U 0.00239 0.0500 5 10/05/2024 19:37 WG2376649
Methyl tert-butyl ether U 0.000505 0.00500 5 10/05/2024 19:37 WG2376649
Naphthalene U 0.00500 0.0250 5 10/05/2024 19:37 WG2376649
n-Propylbenzene U 0.000497 0.00500 5 10/05/2024 19:37 WG2376649
Styrene U 0.000590 0.00500 5 10/05/2024 19:37 WG2376649
1,1,1,2-Tetrachloroethane U 0.000735 0.00500 5 10/05/2024 19:37 WG2376649
1,1,2,2-Tetrachloroethane U 0.000665 0.00500 5 10/05/2024 19:37 WG2376649
1,1,2-Trichlorotrifluoroethane U 0.000900 0.00500 5 10/05/2024 19:37 WG2376649
Tetrachloroethene 0.0983 0.00150 0.00500 5 10/05/2024 19:37 WG2376649
Toluene U 0.00139 0.00500 5 10/05/2024 19:37 WG2376649
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Terracon - Salt Lake City, UT 61197460 TASK 3 L1782393 10/09/24 19:06 7 of 22
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Terracon - Salt Lake City, UT 61197460 TASK 3 L1782393 10/10/24 12:55 7 of 22
SAMPLE RESULTS - 02
L1782393
MW-2A
Collected date/time: 09/25/24 13:45
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
1,2,3-Trichlorobenzene U 0.00115 0.00500 5 10/05/2024 19:37 WG2376649
1,2,4-Trichlorobenzene U 0.00241 0.00500 5 10/05/2024 19:37 WG2376649
1,1,1-Trichloroethane U 0.000745 0.00500 5 10/05/2024 19:37 WG2376649
1,1,2-Trichloroethane U 0.000790 0.00500 5 10/05/2024 19:37 WG2376649
Trichloroethene 0.00609 0.000950 0.00500 5 10/05/2024 19:37 WG2376649
Trichlorofluoromethane U 0.000800 0.0250 5 10/05/2024 19:37 WG2376649
1,2,3-Trichloropropane U 0.00119 0.0125 5 10/05/2024 19:37 WG2376649
1,2,4-Trimethylbenzene U 0.00161 0.00500 5 10/05/2024 19:37 WG2376649
1,2,3-Trimethylbenzene U 0.000520 0.00500 5 10/05/2024 19:37 WG2376649
1,3,5-Trimethylbenzene U 0.000520 0.00500 5 10/05/2024 19:37 WG2376649
Vinyl chloride U 0.00117 0.00500 5 10/05/2024 19:37 WG2376649
Xylenes, Total U 0.000870 0.0150 5 10/05/2024 19:37 WG2376649
(S) Toluene-d8 106 80.0-120 10/05/2024 19:37 WG2376649
(S) 4-Bromofluorobenzene 96.8 77.0-126 10/05/2024 19:37 WG2376649
(S) 1,2-Dichloroethane-d4 106 70.0-130 10/05/2024 19:37 WG2376649
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 0.0635 J 0.0247 0.100 1 10/09/2024 05:27 WG2376459
(S) o-Terphenyl 98.9 52.0-156 10/09/2024 05:27 WG2376459
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Terracon - Salt Lake City, UT 61197460 TASK 3 L1782393 10/09/24 19:06 8 of 22
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Terracon - Salt Lake City, UT 61197460 TASK 3 L1782393 10/10/24 12:55 8 of 22
SAMPLE RESULTS - 03
L1782393
MW-3A
Collected date/time: 09/25/24 12:38
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
TPH (GC/MS) Low Fraction U 0.108 0.500 1 10/05/2024 17:54 WG2376649
Acetone U 0.0113 0.0500 1 10/05/2024 17:54 WG2376649
Acrolein U 0.00254 0.0500 1 10/05/2024 17:54 WG2376649
Acrylonitrile U 0.000671 0.0100 1 10/05/2024 17:54 WG2376649
Benzene U 0.0000941 0.00100 1 10/05/2024 17:54 WG2376649
Bromobenzene U 0.000118 0.00100 1 10/05/2024 17:54 WG2376649
Bromodichloromethane U 0.000136 0.00100 1 10/05/2024 17:54 WG2376649
Bromoform U 0.000129 0.00100 1 10/05/2024 17:54 WG2376649
Bromomethane U J4 0.000605 0.00500 1 10/05/2024 17:54 WG2376649
n-Butylbenzene U 0.000157 0.00100 1 10/05/2024 17:54 WG2376649
sec-Butylbenzene U 0.000125 0.00100 1 10/05/2024 17:54 WG2376649
tert-Butylbenzene U 0.000127 0.00100 1 10/05/2024 17:54 WG2376649
Carbon tetrachloride U 0.000128 0.00100 1 10/05/2024 17:54 WG2376649
Chlorobenzene U 0.000116 0.00100 1 10/05/2024 17:54 WG2376649
Chlorodibromomethane U 0.000140 0.00100 1 10/05/2024 17:54 WG2376649
Chloroethane U J4 0.000192 0.00500 1 10/05/2024 17:54 WG2376649
2-Chloroethyl vinyl ether U 0.000575 0.0500 1 10/05/2024 17:54 WG2376649
Chloroform 0.00115 J 0.000111 0.00500 1 10/05/2024 17:54 WG2376649
Chloromethane U 0.000960 0.00250 1 10/05/2024 17:54 WG2376649
2-Chlorotoluene U 0.000106 0.00100 1 10/05/2024 17:54 WG2376649
4-Chlorotoluene U 0.000114 0.00100 1 10/05/2024 17:54 WG2376649
1,2-Dibromo-3-Chloropropane U 0.000276 0.00500 1 10/05/2024 17:54 WG2376649
1,2-Dibromoethane U 0.000126 0.00100 1 10/05/2024 17:54 WG2376649
Dibromomethane U 0.000122 0.00100 1 10/05/2024 17:54 WG2376649
1,2-Dichlorobenzene U 0.000107 0.00100 1 10/05/2024 17:54 WG2376649
1,3-Dichlorobenzene U 0.000110 0.00100 1 10/05/2024 17:54 WG2376649
1,4-Dichlorobenzene U 0.000120 0.00100 1 10/05/2024 17:54 WG2376649
Dichlorodifluoromethane U 0.000374 0.00500 1 10/05/2024 17:54 WG2376649
1,1-Dichloroethane U 0.000100 0.00100 1 10/05/2024 17:54 WG2376649
1,2-Dichloroethane U 0.0000819 0.00100 1 10/05/2024 17:54 WG2376649
1,1-Dichloroethene U 0.000188 0.00100 1 10/05/2024 17:54 WG2376649
cis-1,2-Dichloroethene U 0.000126 0.00100 1 10/05/2024 17:54 WG2376649
trans-1,2-Dichloroethene U 0.000149 0.00100 1 10/05/2024 17:54 WG2376649
1,2-Dichloropropane U 0.000149 0.00100 1 10/05/2024 17:54 WG2376649
1,1-Dichloropropene U 0.000142 0.00100 1 10/05/2024 17:54 WG2376649
1,3-Dichloropropane U 0.000110 0.00100 1 10/05/2024 17:54 WG2376649
cis-1,3-Dichloropropene U 0.000111 0.00100 1 10/05/2024 17:54 WG2376649
trans-1,3-Dichloropropene U 0.000118 0.00100 1 10/05/2024 17:54 WG2376649
2,2-Dichloropropane U 0.000161 0.00100 1 10/05/2024 17:54 WG2376649
Di-isopropyl ether U 0.000105 0.00100 1 10/05/2024 17:54 WG2376649
Ethylbenzene U 0.000137 0.00100 1 10/05/2024 17:54 WG2376649
Hexachloro-1,3-butadiene U 0.000337 0.00100 1 10/05/2024 17:54 WG2376649
Isopropylbenzene U 0.000105 0.00100 1 10/05/2024 17:54 WG2376649
p-Isopropyltoluene U 0.000120 0.00100 1 10/05/2024 17:54 WG2376649
2-Butanone (MEK)U 0.00119 0.0100 1 10/05/2024 17:54 WG2376649
Methylene Chloride U 0.000430 0.00500 1 10/05/2024 17:54 WG2376649
4-Methyl-2-pentanone (MIBK)U 0.000478 0.0100 1 10/05/2024 17:54 WG2376649
Methyl tert-butyl ether U 0.000101 0.00100 1 10/05/2024 17:54 WG2376649
Naphthalene U 0.00100 0.00500 1 10/05/2024 17:54 WG2376649
n-Propylbenzene U 0.0000993 0.00100 1 10/05/2024 17:54 WG2376649
Styrene U 0.000118 0.00100 1 10/05/2024 17:54 WG2376649
1,1,1,2-Tetrachloroethane U 0.000147 0.00100 1 10/05/2024 17:54 WG2376649
1,1,2,2-Tetrachloroethane U 0.000133 0.00100 1 10/05/2024 17:54 WG2376649
1,1,2-Trichlorotrifluoroethane U 0.000180 0.00100 1 10/05/2024 17:54 WG2376649
Tetrachloroethene 0.0509 0.000300 0.00100 1 10/05/2024 17:54 WG2376649
Toluene U 0.000278 0.00100 1 10/05/2024 17:54 WG2376649
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Terracon - Salt Lake City, UT 61197460 TASK 3 L1782393 10/09/24 19:06 9 of 22
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Terracon - Salt Lake City, UT 61197460 TASK 3 L1782393 10/10/24 12:55 9 of 22
SAMPLE RESULTS - 03
L1782393
MW-3A
Collected date/time: 09/25/24 12:38
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
1,2,3-Trichlorobenzene U 0.000230 0.00100 1 10/05/2024 17:54 WG2376649
1,2,4-Trichlorobenzene U 0.000481 0.00100 1 10/05/2024 17:54 WG2376649
1,1,1-Trichloroethane U 0.000149 0.00100 1 10/05/2024 17:54 WG2376649
1,1,2-Trichloroethane U 0.000158 0.00100 1 10/05/2024 17:54 WG2376649
Trichloroethene U 0.000190 0.00100 1 10/05/2024 17:54 WG2376649
Trichlorofluoromethane U 0.000160 0.00500 1 10/05/2024 17:54 WG2376649
1,2,3-Trichloropropane U 0.000237 0.00250 1 10/05/2024 17:54 WG2376649
1,2,4-Trimethylbenzene U 0.000322 0.00100 1 10/05/2024 17:54 WG2376649
1,2,3-Trimethylbenzene U 0.000104 0.00100 1 10/05/2024 17:54 WG2376649
1,3,5-Trimethylbenzene U 0.000104 0.00100 1 10/05/2024 17:54 WG2376649
Vinyl chloride U 0.000234 0.00100 1 10/05/2024 17:54 WG2376649
Xylenes, Total U 0.000174 0.00300 1 10/05/2024 17:54 WG2376649
(S) Toluene-d8 106 80.0-120 10/05/2024 17:54 WG2376649
(S) 4-Bromofluorobenzene 97.0 77.0-126 10/05/2024 17:54 WG2376649
(S) 1,2-Dichloroethane-d4 108 70.0-130 10/05/2024 17:54 WG2376649
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 0.0311 J 0.0247 0.100 1 10/09/2024 05:47 WG2376459
(S) o-Terphenyl 109 52.0-156 10/09/2024 05:47 WG2376459
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Terracon - Salt Lake City, UT 61197460 TASK 3 L1782393 10/09/24 19:06 10 of 22
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Terracon - Salt Lake City, UT 61197460 TASK 3 L1782393 10/10/24 12:55 10 of 22
SAMPLE RESULTS - 04
L1782393
MW-4
Collected date/time: 09/25/24 11:25
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
TPH (GC/MS) Low Fraction U 1.08 5.00 10 10/05/2024 19:58 WG2376649
Acetone U 0.113 0.500 10 10/05/2024 19:58 WG2376649
Acrolein U 0.0254 0.500 10 10/05/2024 19:58 WG2376649
Acrylonitrile U 0.00671 0.100 10 10/05/2024 19:58 WG2376649
Benzene U 0.000941 0.0100 10 10/05/2024 19:58 WG2376649
Bromobenzene U 0.00118 0.0100 10 10/05/2024 19:58 WG2376649
Bromodichloromethane U 0.00136 0.0100 10 10/05/2024 19:58 WG2376649
Bromoform U 0.00129 0.0100 10 10/05/2024 19:58 WG2376649
Bromomethane U J4 0.00605 0.0500 10 10/05/2024 19:58 WG2376649
n-Butylbenzene U 0.00157 0.0100 10 10/05/2024 19:58 WG2376649
sec-Butylbenzene U 0.00125 0.0100 10 10/05/2024 19:58 WG2376649
tert-Butylbenzene U 0.00127 0.0100 10 10/05/2024 19:58 WG2376649
Carbon tetrachloride U 0.00128 0.0100 10 10/05/2024 19:58 WG2376649
Chlorobenzene U 0.00116 0.0100 10 10/05/2024 19:58 WG2376649
Chlorodibromomethane U 0.00140 0.0100 10 10/05/2024 19:58 WG2376649
Chloroethane U J4 0.00192 0.0500 10 10/05/2024 19:58 WG2376649
2-Chloroethyl vinyl ether U 0.00575 0.500 10 10/05/2024 19:58 WG2376649
Chloroform U 0.00111 0.0500 10 10/05/2024 19:58 WG2376649
Chloromethane U 0.00960 0.0250 10 10/05/2024 19:58 WG2376649
2-Chlorotoluene U 0.00106 0.0100 10 10/05/2024 19:58 WG2376649
4-Chlorotoluene U 0.00114 0.0100 10 10/05/2024 19:58 WG2376649
1,2-Dibromo-3-Chloropropane U 0.00276 0.0500 10 10/05/2024 19:58 WG2376649
1,2-Dibromoethane U 0.00126 0.0100 10 10/05/2024 19:58 WG2376649
Dibromomethane U 0.00122 0.0100 10 10/05/2024 19:58 WG2376649
1,2-Dichlorobenzene U 0.00107 0.0100 10 10/05/2024 19:58 WG2376649
1,3-Dichlorobenzene U 0.00110 0.0100 10 10/05/2024 19:58 WG2376649
1,4-Dichlorobenzene U 0.00120 0.0100 10 10/05/2024 19:58 WG2376649
Dichlorodifluoromethane U 0.00374 0.0500 10 10/05/2024 19:58 WG2376649
1,1-Dichloroethane U 0.00100 0.0100 10 10/05/2024 19:58 WG2376649
1,2-Dichloroethane U 0.000819 0.0100 10 10/05/2024 19:58 WG2376649
1,1-Dichloroethene U 0.00188 0.0100 10 10/05/2024 19:58 WG2376649
cis-1,2-Dichloroethene U 0.00126 0.0100 10 10/05/2024 19:58 WG2376649
trans-1,2-Dichloroethene U 0.00149 0.0100 10 10/05/2024 19:58 WG2376649
1,2-Dichloropropane U 0.00149 0.0100 10 10/05/2024 19:58 WG2376649
1,1-Dichloropropene U 0.00142 0.0100 10 10/05/2024 19:58 WG2376649
1,3-Dichloropropane U 0.00110 0.0100 10 10/05/2024 19:58 WG2376649
cis-1,3-Dichloropropene U 0.00111 0.0100 10 10/05/2024 19:58 WG2376649
trans-1,3-Dichloropropene U 0.00118 0.0100 10 10/05/2024 19:58 WG2376649
2,2-Dichloropropane U 0.00161 0.0100 10 10/05/2024 19:58 WG2376649
Di-isopropyl ether U 0.00105 0.0100 10 10/05/2024 19:58 WG2376649
Ethylbenzene U 0.00137 0.0100 10 10/05/2024 19:58 WG2376649
Hexachloro-1,3-butadiene U 0.00337 0.0100 10 10/05/2024 19:58 WG2376649
Isopropylbenzene U 0.00105 0.0100 10 10/05/2024 19:58 WG2376649
p-Isopropyltoluene U 0.00120 0.0100 10 10/05/2024 19:58 WG2376649
2-Butanone (MEK)U 0.0119 0.100 10 10/05/2024 19:58 WG2376649
Methylene Chloride U 0.00430 0.0500 10 10/05/2024 19:58 WG2376649
4-Methyl-2-pentanone (MIBK)U 0.00478 0.100 10 10/05/2024 19:58 WG2376649
Methyl tert-butyl ether U 0.00101 0.0100 10 10/05/2024 19:58 WG2376649
Naphthalene U 0.0100 0.0500 10 10/05/2024 19:58 WG2376649
n-Propylbenzene U 0.000993 0.0100 10 10/05/2024 19:58 WG2376649
Styrene U 0.00118 0.0100 10 10/05/2024 19:58 WG2376649
1,1,1,2-Tetrachloroethane U 0.00147 0.0100 10 10/05/2024 19:58 WG2376649
1,1,2,2-Tetrachloroethane U 0.00133 0.0100 10 10/05/2024 19:58 WG2376649
1,1,2-Trichlorotrifluoroethane U 0.00180 0.0100 10 10/05/2024 19:58 WG2376649
Tetrachloroethene 0.341 0.00300 0.0100 10 10/05/2024 19:58 WG2376649
Toluene U 0.00278 0.0100 10 10/05/2024 19:58 WG2376649
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Terracon - Salt Lake City, UT 61197460 TASK 3 L1782393 10/09/24 19:06 11 of 22
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Terracon - Salt Lake City, UT 61197460 TASK 3 L1782393 10/10/24 12:55 11 of 22
SAMPLE RESULTS - 04
L1782393
MW-4
Collected date/time: 09/25/24 11:25
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
1,2,3-Trichlorobenzene U 0.00230 0.0100 10 10/05/2024 19:58 WG2376649
1,2,4-Trichlorobenzene U 0.00481 0.0100 10 10/05/2024 19:58 WG2376649
1,1,1-Trichloroethane U 0.00149 0.0100 10 10/05/2024 19:58 WG2376649
1,1,2-Trichloroethane U 0.00158 0.0100 10 10/05/2024 19:58 WG2376649
Trichloroethene U 0.00190 0.0100 10 10/05/2024 19:58 WG2376649
Trichlorofluoromethane U 0.00160 0.0500 10 10/05/2024 19:58 WG2376649
1,2,3-Trichloropropane U 0.00237 0.0250 10 10/05/2024 19:58 WG2376649
1,2,4-Trimethylbenzene U 0.00322 0.0100 10 10/05/2024 19:58 WG2376649
1,2,3-Trimethylbenzene U 0.00104 0.0100 10 10/05/2024 19:58 WG2376649
1,3,5-Trimethylbenzene U 0.00104 0.0100 10 10/05/2024 19:58 WG2376649
Vinyl chloride U 0.00234 0.0100 10 10/05/2024 19:58 WG2376649
Xylenes, Total U 0.00174 0.0300 10 10/05/2024 19:58 WG2376649
(S) Toluene-d8 106 80.0-120 10/05/2024 19:58 WG2376649
(S) 4-Bromofluorobenzene 95.9 77.0-126 10/05/2024 19:58 WG2376649
(S) 1,2-Dichloroethane-d4 105 70.0-130 10/05/2024 19:58 WG2376649
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 U 0.0247 0.100 1 10/09/2024 06:07 WG2376459
(S) o-Terphenyl 106 52.0-156 10/09/2024 06:07 WG2376459
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Terracon - Salt Lake City, UT 61197460 TASK 3 L1782393 10/09/24 19:06 12 of 22
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Terracon - Salt Lake City, UT 61197460 TASK 3 L1782393 10/10/24 12:55 12 of 22
SAMPLE RESULTS - 05
L1782393
MW-5
Collected date/time: 09/25/24 10:30
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
TPH (GC/MS) Low Fraction U 5.40 25.0 50 10/05/2024 20:18 WG2376649
Acetone U 0.565 2.50 50 10/05/2024 20:18 WG2376649
Acrolein U 0.127 2.50 50 10/05/2024 20:18 WG2376649
Acrylonitrile U 0.0336 0.500 50 10/05/2024 20:18 WG2376649
Benzene U 0.00471 0.0500 50 10/05/2024 20:18 WG2376649
Bromobenzene U 0.00590 0.0500 50 10/05/2024 20:18 WG2376649
Bromodichloromethane U 0.00680 0.0500 50 10/05/2024 20:18 WG2376649
Bromoform U 0.00645 0.0500 50 10/05/2024 20:18 WG2376649
Bromomethane U J4 0.0303 0.250 50 10/05/2024 20:18 WG2376649
n-Butylbenzene U 0.00785 0.0500 50 10/05/2024 20:18 WG2376649
sec-Butylbenzene U 0.00625 0.0500 50 10/05/2024 20:18 WG2376649
tert-Butylbenzene U 0.00635 0.0500 50 10/05/2024 20:18 WG2376649
Carbon tetrachloride U 0.00640 0.0500 50 10/05/2024 20:18 WG2376649
Chlorobenzene U 0.00580 0.0500 50 10/05/2024 20:18 WG2376649
Chlorodibromomethane U 0.00700 0.0500 50 10/05/2024 20:18 WG2376649
Chloroethane U J4 0.00960 0.250 50 10/05/2024 20:18 WG2376649
2-Chloroethyl vinyl ether U 0.0288 2.50 50 10/05/2024 20:18 WG2376649
Chloroform U 0.00555 0.250 50 10/05/2024 20:18 WG2376649
Chloromethane U 0.0480 0.125 50 10/05/2024 20:18 WG2376649
2-Chlorotoluene U 0.00530 0.0500 50 10/05/2024 20:18 WG2376649
4-Chlorotoluene U 0.00570 0.0500 50 10/05/2024 20:18 WG2376649
1,2-Dibromo-3-Chloropropane U 0.0138 0.250 50 10/05/2024 20:18 WG2376649
1,2-Dibromoethane U 0.00630 0.0500 50 10/05/2024 20:18 WG2376649
Dibromomethane U 0.00610 0.0500 50 10/05/2024 20:18 WG2376649
1,2-Dichlorobenzene U 0.00535 0.0500 50 10/05/2024 20:18 WG2376649
1,3-Dichlorobenzene U 0.00550 0.0500 50 10/05/2024 20:18 WG2376649
1,4-Dichlorobenzene U 0.00600 0.0500 50 10/05/2024 20:18 WG2376649
Dichlorodifluoromethane U 0.0187 0.250 50 10/05/2024 20:18 WG2376649
1,1-Dichloroethane U 0.00500 0.0500 50 10/05/2024 20:18 WG2376649
1,2-Dichloroethane U 0.00409 0.0500 50 10/05/2024 20:18 WG2376649
1,1-Dichloroethene U 0.00940 0.0500 50 10/05/2024 20:18 WG2376649
cis-1,2-Dichloroethene U 0.00630 0.0500 50 10/05/2024 20:18 WG2376649
trans-1,2-Dichloroethene U 0.00745 0.0500 50 10/05/2024 20:18 WG2376649
1,2-Dichloropropane U 0.00745 0.0500 50 10/05/2024 20:18 WG2376649
1,1-Dichloropropene U 0.00710 0.0500 50 10/05/2024 20:18 WG2376649
1,3-Dichloropropane U 0.00550 0.0500 50 10/05/2024 20:18 WG2376649
cis-1,3-Dichloropropene U 0.00555 0.0500 50 10/05/2024 20:18 WG2376649
trans-1,3-Dichloropropene U 0.00590 0.0500 50 10/05/2024 20:18 WG2376649
2,2-Dichloropropane U 0.00805 0.0500 50 10/05/2024 20:18 WG2376649
Di-isopropyl ether U 0.00525 0.0500 50 10/05/2024 20:18 WG2376649
Ethylbenzene U 0.00685 0.0500 50 10/05/2024 20:18 WG2376649
Hexachloro-1,3-butadiene U 0.0169 0.0500 50 10/05/2024 20:18 WG2376649
Isopropylbenzene U 0.00525 0.0500 50 10/05/2024 20:18 WG2376649
p-Isopropyltoluene U 0.00600 0.0500 50 10/05/2024 20:18 WG2376649
2-Butanone (MEK)U 0.0595 0.500 50 10/05/2024 20:18 WG2376649
Methylene Chloride U 0.0215 0.250 50 10/05/2024 20:18 WG2376649
4-Methyl-2-pentanone (MIBK)U 0.0239 0.500 50 10/05/2024 20:18 WG2376649
Methyl tert-butyl ether U 0.00505 0.0500 50 10/05/2024 20:18 WG2376649
Naphthalene U 0.0500 0.250 50 10/05/2024 20:18 WG2376649
n-Propylbenzene U 0.00497 0.0500 50 10/05/2024 20:18 WG2376649
Styrene U 0.00590 0.0500 50 10/05/2024 20:18 WG2376649
1,1,1,2-Tetrachloroethane U 0.00735 0.0500 50 10/05/2024 20:18 WG2376649
1,1,2,2-Tetrachloroethane U 0.00665 0.0500 50 10/05/2024 20:18 WG2376649
1,1,2-Trichlorotrifluoroethane U 0.00900 0.0500 50 10/05/2024 20:18 WG2376649
Tetrachloroethene 2.11 0.0150 0.0500 50 10/05/2024 20:18 WG2376649
Toluene U 0.0139 0.0500 50 10/05/2024 20:18 WG2376649
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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SAMPLE RESULTS - 05
L1782393
MW-5
Collected date/time: 09/25/24 10:30
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/l mg/l mg/l date / time
1,2,3-Trichlorobenzene U 0.0115 0.0500 50 10/05/2024 20:18 WG2376649
1,2,4-Trichlorobenzene U 0.0241 0.0500 50 10/05/2024 20:18 WG2376649
1,1,1-Trichloroethane U 0.00745 0.0500 50 10/05/2024 20:18 WG2376649
1,1,2-Trichloroethane U 0.00790 0.0500 50 10/05/2024 20:18 WG2376649
Trichloroethene U 0.00950 0.0500 50 10/05/2024 20:18 WG2376649
Trichlorofluoromethane U 0.00800 0.250 50 10/05/2024 20:18 WG2376649
1,2,3-Trichloropropane U 0.0119 0.125 50 10/05/2024 20:18 WG2376649
1,2,4-Trimethylbenzene U 0.0161 0.0500 50 10/05/2024 20:18 WG2376649
1,2,3-Trimethylbenzene U 0.00520 0.0500 50 10/05/2024 20:18 WG2376649
1,3,5-Trimethylbenzene U 0.00520 0.0500 50 10/05/2024 20:18 WG2376649
Vinyl chloride U 0.0117 0.0500 50 10/05/2024 20:18 WG2376649
Xylenes, Total U 0.00870 0.150 50 10/05/2024 20:18 WG2376649
(S) Toluene-d8 105 80.0-120 10/05/2024 20:18 WG2376649
(S) 4-Bromofluorobenzene 94.5 77.0-126 10/05/2024 20:18 WG2376649
(S) 1,2-Dichloroethane-d4 106 70.0-130 10/05/2024 20:18 WG2376649
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 U 0.0247 0.100 1 10/09/2024 06:26 WG2376459
(S) o-Terphenyl 102 52.0-156 10/09/2024 06:26 WG2376459
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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QUALITY CONTROL SUMMARYWG2376649
Volatile Organic Compounds (GC/MS) by Method 8260B L1782393-01,02,03,04,05
Method Blank (MB)
(MB) R4130338-4 10/05/24 11:08
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/l mg/l mg/l
TPH (GC/MS) Low Fraction U 0.108 0.500
Acetone U 0.0113 0.0500
Acrolein U 0.00254 0.0500
Acrylonitrile U 0.000671 0.0100
Benzene U 0.0000941 0.00100
Bromobenzene U 0.000118 0.00100
Bromodichloromethane U 0.000136 0.00100
Bromoform U 0.000129 0.00100
Bromomethane U 0.000605 0.00500
n-Butylbenzene U 0.000157 0.00100
sec-Butylbenzene U 0.000125 0.00100
tert-Butylbenzene U 0.000127 0.00100
Carbon tetrachloride U 0.000128 0.00100
Chlorobenzene U 0.000116 0.00100
Chlorodibromomethane U 0.000140 0.00100
Chloroethane U 0.000192 0.00500
2-Chloroethyl vinyl ether U 0.000575 0.0500
Chloroform U 0.000111 0.00500
Chloromethane U 0.000960 0.00250
2-Chlorotoluene U 0.000106 0.00100
4-Chlorotoluene U 0.000114 0.00100
1,2-Dibromo-3-Chloropropane U 0.000276 0.00500
1,2-Dibromoethane U 0.000126 0.00100
Dibromomethane U 0.000122 0.00100
1,2-Dichlorobenzene U 0.000107 0.00100
1,3-Dichlorobenzene U 0.000110 0.00100
1,4-Dichlorobenzene U 0.000120 0.00100
Dichlorodifluoromethane U 0.000374 0.00500
1,1-Dichloroethane U 0.000100 0.00100
1,2-Dichloroethane U 0.0000819 0.00100
1,1-Dichloroethene U 0.000188 0.00100
cis-1,2-Dichloroethene U 0.000126 0.00100
trans-1,2-Dichloroethene U 0.000149 0.00100
1,2-Dichloropropane U 0.000149 0.00100
1,1-Dichloropropene U 0.000142 0.00100
1,3-Dichloropropane U 0.000110 0.00100
cis-1,3-Dichloropropene U 0.000111 0.00100
trans-1,3-Dichloropropene U 0.000118 0.00100
2,2-Dichloropropane U 0.000161 0.00100
Di-isopropyl ether U 0.000105 0.00100
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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QUALITY CONTROL SUMMARYWG2376649
Volatile Organic Compounds (GC/MS) by Method 8260B L1782393-01,02,03,04,05
Method Blank (MB)
(MB) R4130338-4 10/05/24 11:08
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/l mg/l mg/l
Ethylbenzene U 0.000137 0.00100
Hexachloro-1,3-butadiene U 0.000337 0.00100
Isopropylbenzene U 0.000105 0.00100
p-Isopropyltoluene U 0.000120 0.00100
2-Butanone (MEK)U 0.00119 0.0100
Methylene Chloride U 0.000430 0.00500
4-Methyl-2-pentanone (MIBK)U 0.000478 0.0100
Methyl tert-butyl ether U 0.000101 0.00100
Naphthalene U 0.00100 0.00500
n-Propylbenzene U 0.0000993 0.00100
Styrene U 0.000118 0.00100
1,1,1,2-Tetrachloroethane U 0.000147 0.00100
1,1,2,2-Tetrachloroethane U 0.000133 0.00100
1,1,2-Trichlorotrifluoroethane U 0.000180 0.00100
Tetrachloroethene U 0.000300 0.00100
Toluene U 0.000278 0.00100
1,2,3-Trichlorobenzene U 0.000230 0.00100
1,2,4-Trichlorobenzene U 0.000481 0.00100
1,1,1-Trichloroethane U 0.000149 0.00100
1,1,2-Trichloroethane U 0.000158 0.00100
Trichloroethene U 0.000190 0.00100
Trichlorofluoromethane U 0.000160 0.00500
1,2,3-Trichloropropane U 0.000237 0.00250
1,2,4-Trimethylbenzene U 0.000322 0.00100
1,2,3-Trimethylbenzene U 0.000104 0.00100
1,3,5-Trimethylbenzene U 0.000104 0.00100
Vinyl chloride U 0.000234 0.00100
Xylenes, Total U 0.000174 0.00300
(S) Toluene-d8 106 80.0-120
(S) 4-Bromofluorobenzene 97.8 77.0-126
(S) 1,2-Dichloroethane-d4 105 70.0-130
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R4130338-1 10/05/24 09:25 • (LCSD) R4130338-2 10/05/24 09:45
Spike Amount LCS Result LCSD Result LCS Rec.LCSD Rec.Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits
Analyte mg/l mg/l mg/l %%%%%
Acetone 0.0250 0.0256 0.0222 102 88.8 19.0-160 J J 14.2 27
Acrolein 0.0250 0.0225 0.0238 90.0 95.2 10.0-160 J J 5.62 26
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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QUALITY CONTROL SUMMARYWG2376649
Volatile Organic Compounds (GC/MS) by Method 8260B L1782393-01,02,03,04,05
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R4130338-1 10/05/24 09:25 • (LCSD) R4130338-2 10/05/24 09:45
Spike Amount LCS Result LCSD Result LCS Rec.LCSD Rec.Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits
Analyte mg/l mg/l mg/l %%%%%
Acrylonitrile 0.0250 0.0272 0.0250 109 100 55.0-149 8.43 20
Benzene 0.00500 0.00519 0.00490 104 98.0 70.0-123 5.75 20
Bromobenzene 0.00500 0.00477 0.00456 95.4 91.2 73.0-121 4.50 20
Bromodichloromethane 0.00500 0.00518 0.00502 104 100 75.0-120 3.14 20
Bromoform 0.00500 0.00469 0.00420 93.8 84.0 68.0-132 11.0 20
Bromomethane 0.00500 0.00988 0.00942 198 188 10.0-160 J4 J4 4.77 25
n-Butylbenzene 0.00500 0.00433 0.00416 86.6 83.2 73.0-125 4.00 20
sec-Butylbenzene 0.00500 0.00478 0.00436 95.6 87.2 75.0-125 9.19 20
tert-Butylbenzene 0.00500 0.00463 0.00434 92.6 86.8 76.0-124 6.47 20
Carbon tetrachloride 0.00500 0.00542 0.00531 108 106 68.0-126 2.05 20
Chlorobenzene 0.00500 0.00518 0.00486 104 97.2 80.0-121 6.37 20
Chlorodibromomethane 0.00500 0.00458 0.00451 91.6 90.2 77.0-125 1.54 20
Chloroethane 0.00500 0.00779 0.00731 156 146 47.0-150 J4 6.36 20
2-Chloroethyl vinyl ether 0.0250 0.0229 0.0207 91.6 82.8 51.0-160 J J 10.1 20
Chloroform 0.00500 0.00529 0.00524 106 105 73.0-120 0.950 20
Chloromethane 0.00500 0.00538 0.00530 108 106 41.0-142 1.50 20
2-Chlorotoluene 0.00500 0.00473 0.00451 94.6 90.2 76.0-123 4.76 20
4-Chlorotoluene 0.00500 0.00460 0.00440 92.0 88.0 75.0-122 4.44 20
1,2-Dibromo-3-Chloropropane 0.00500 0.00367 0.00317 73.4 63.4 58.0-134 J J 14.6 20
1,2-Dibromoethane 0.00500 0.00478 0.00456 95.6 91.2 80.0-122 4.71 20
Dibromomethane 0.00500 0.00592 0.00525 118 105 80.0-120 12.0 20
1,2-Dichlorobenzene 0.00500 0.00486 0.00457 97.2 91.4 79.0-121 6.15 20
1,3-Dichlorobenzene 0.00500 0.00492 0.00466 98.4 93.2 79.0-120 5.43 20
1,4-Dichlorobenzene 0.00500 0.00512 0.00469 102 93.8 79.0-120 8.77 20
Dichlorodifluoromethane 0.00500 0.00397 0.00349 79.4 69.8 51.0-149 J J 12.9 20
1,1-Dichloroethane 0.00500 0.00529 0.00502 106 100 70.0-126 5.24 20
1,2-Dichloroethane 0.00500 0.00554 0.00524 111 105 70.0-128 5.57 20
1,1-Dichloroethene 0.00500 0.00523 0.00464 105 92.8 71.0-124 12.0 20
cis-1,2-Dichloroethene 0.00500 0.00553 0.00530 111 106 73.0-120 4.25 20
trans-1,2-Dichloroethene 0.00500 0.00504 0.00494 101 98.8 73.0-120 2.00 20
1,2-Dichloropropane 0.00500 0.00531 0.00488 106 97.6 77.0-125 8.44 20
1,1-Dichloropropene 0.00500 0.00514 0.00490 103 98.0 74.0-126 4.78 20
1,3-Dichloropropane 0.00500 0.00497 0.00489 99.4 97.8 80.0-120 1.62 20
cis-1,3-Dichloropropene 0.00500 0.00464 0.00463 92.8 92.6 80.0-123 0.216 20
trans-1,3-Dichloropropene 0.00500 0.00456 0.00429 91.2 85.8 78.0-124 6.10 20
2,2-Dichloropropane 0.00500 0.00470 0.00426 94.0 85.2 58.0-130 9.82 20
Di-isopropyl ether 0.00500 0.00534 0.00512 107 102 58.0-138 4.21 20
Ethylbenzene 0.00500 0.00480 0.00484 96.0 96.8 79.0-123 0.830 20
Hexachloro-1,3-butadiene 0.00500 0.00505 0.00494 101 98.8 54.0-138 2.20 20
Isopropylbenzene 0.00500 0.00482 0.00462 96.4 92.4 76.0-127 4.24 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 SUMMARYWG2376649
Volatile Organic Compounds (GC/MS) by Method 8260B L1782393-01,02,03,04,05
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R4130338-1 10/05/24 09:25 • (LCSD) R4130338-2 10/05/24 09:45
Spike Amount LCS Result LCSD Result LCS Rec.LCSD Rec.Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits
Analyte mg/l mg/l mg/l %%%%%
p-Isopropyltoluene 0.00500 0.00460 0.00432 92.0 86.4 76.0-125 6.28 20
2-Butanone (MEK)0.0250 0.0254 0.0248 102 99.2 44.0-160 2.39 20
Methylene Chloride 0.00500 0.00537 0.00500 107 100 67.0-120 J 7.14 20
4-Methyl-2-pentanone (MIBK)0.0250 0.0266 0.0245 106 98.0 68.0-142 8.22 20
Methyl tert-butyl ether 0.00500 0.00492 0.00477 98.4 95.4 68.0-125 3.10 20
Naphthalene 0.00500 0.00306 0.00324 61.2 64.8 54.0-135 J J 5.71 20
n-Propylbenzene 0.00500 0.00465 0.00441 93.0 88.2 77.0-124 5.30 20
Styrene 0.00500 0.00431 0.00438 86.2 87.6 73.0-130 1.61 20
1,1,1,2-Tetrachloroethane 0.00500 0.00522 0.00504 104 101 75.0-125 3.51 20
1,1,2,2-Tetrachloroethane 0.00500 0.00484 0.00495 96.8 99.0 65.0-130 2.25 20
1,1,2-Trichlorotrifluoroethane 0.00500 0.00479 0.00423 95.8 84.6 69.0-132 12.4 20
Tetrachloroethene 0.00500 0.00507 0.00492 101 98.4 72.0-132 3.00 20
Toluene 0.00500 0.00523 0.00501 105 100 79.0-120 4.30 20
1,2,3-Trichlorobenzene 0.00500 0.00469 0.00453 93.8 90.6 50.0-138 3.47 20
1,2,4-Trichlorobenzene 0.00500 0.00462 0.00408 92.4 81.6 57.0-137 12.4 20
1,1,1-Trichloroethane 0.00500 0.00534 0.00509 107 102 73.0-124 4.79 20
1,1,2-Trichloroethane 0.00500 0.00547 0.00503 109 101 80.0-120 8.38 20
Trichloroethene 0.00500 0.00530 0.00501 106 100 78.0-124 5.63 20
Trichlorofluoromethane 0.00500 0.00573 0.00515 115 103 59.0-147 10.7 20
1,2,3-Trichloropropane 0.00500 0.00516 0.00478 103 95.6 73.0-130 7.65 20
1,2,4-Trimethylbenzene 0.00500 0.00441 0.00426 88.2 85.2 76.0-121 3.46 20
1,2,3-Trimethylbenzene 0.00500 0.00469 0.00438 93.8 87.6 60.0-153 6.84 20
1,3,5-Trimethylbenzene 0.00500 0.00476 0.00452 95.2 90.4 76.0-122 5.17 20
Vinyl chloride 0.00500 0.00535 0.00521 107 104 67.0-131 2.65 20
Xylenes, Total 0.0150 0.0146 0.0140 97.3 93.3 79.0-123 4.20 20
(S) Toluene-d8 102 104 80.0-120
(S) 4-Bromofluorobenzene 96.4 95.1 77.0-126
(S) 1,2-Dichloroethane-d4 107 110 70.0-130
Laboratory Control Sample (LCS)
(LCS) R4130338-3 10/05/24 10:26
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte mg/l mg/l %%
TPH (GC/MS) Low Fraction 5.00 5.39 108 66.0-132
(S) Toluene-d8 90.9 80.0-120
(S) 4-Bromofluorobenzene 108 77.0-126
(S) 1,2-Dichloroethane-d4 110 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 SUMMARYWG2376459
Semi-Volatile Organic Compounds (GC) by Method 3511/8015 L1782393-01,02,03,04,05
Method Blank (MB)
(MB) R4130618-1 10/08/24 23:11
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/l mg/l mg/l
TPH (GC/FID) High Fraction U 0.0247 0.100
(S) o-Terphenyl 99.0 52.0-156
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R4130618-2 10/08/24 23:31 • (LCSD) R4130618-3 10/08/24 23:51
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 1.47 1.50 98.0 100 50.0-150 2.02 20
(S) o-Terphenyl 102 108 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.
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
J The identification of the analyte is acceptable; the reported value is an estimate.
J4 The associated batch QC was outside the established quality control range for accuracy.
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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