DERR-2024-004790

2410 WEST CALIFORNIA AVENUE • SALT LAKE CITY, UTAH 84104
PHONE [phone] • FAX [phone]
Website: www.wasatch-environmental.com • e-Mail: [e-mail]

Mr. John Sawyer March 6, 2024
TP Lamplighter, LC Project Number: 2077-001M
1165 East Wilmington Avenue, Suite 275
Salt Lake City, Utah 84106

SUBJECT: Semi-Annual Groundwater Monitoring
American Food Mart
1605 South Foothill Drive
Salt Lake City, Utah
UST Facility No. 4000803
Release Site NFS

INTRODUCTION

Wasatch Environmental, Inc., (Wasatch) has prepared the second semi-annual groundwater monitoring
report for Facility I.D. No. 4000803, Release Site NFS (Site). The groundwater monitoring wells were
sampled on February 15, 2024.

BACKGROUND

The Site was formerly occupied by the American Food Mart gasoline station and convenience store. The
Site is part of a larger development that is identified as Lamplighter Square. The former on-Site gasoline
station consisted of three underground storage tanks (USTs) and four fuel dispenser islands. One UST
was a 10,000-gallon tank containing gasoline, one UST was a 6,000-gallon tank containing gasoline, and
the third UST was a 6,000-gallon tank containing diesel. All USTs were constructed of reinforced
fiberglass.

Wasatch has completed several investigations at the Site, and the northwest dispenser island at the Site
was determined to be the location of a release of petroleum hydrocarbons. Impacts to soil above the
bedrock interface were identified in boring BH-1 at a depth of 14.5 feet below ground surface (bgs) during
drilling and sampling activities conducted on January 5, 2015. The remaining borings near the dispenser
islands and USTs (BH-2 through BH-7) did not exhibit petroleum impacts. The release was reported to
the Utah Division of Environmental Response and Remediation (DERR) on January 23, 2015, when the
analytical results were received. The facility was assigned as Release Site NFS, and the Utah DERR has
determined that this release qualifies for cost recovery through the Petroleum Storage Tank (PST) Trust
Fund.

On February 3, 2015, Wasatch advanced four borings (BH-8 through BH-11) in the vicinity of BH-1 to
characterize the lateral extent of soil impacts. However, the soil samples collected from borings BH-8
through BH-11 exhibited analyte concentrations above Utah Initial Screening Levels (ISLs), but the
presence of bedrock at approximately 15 feet bgs prevented the collection of samples at depth to
characterize the vertical extent of petroleum impacts in the area of boring BH-1.

On March 9, 2015, Wasatch directed the completion of a subsurface boring, BH-12, located 4 feet west of
boring BH-1 into bedrock and collected pulverized bedrock samples at depths of 23 and 38 feet bgs. The
results of this bedrock sampling identified petroleum hydrocarbon impacts above the Utah ISLs at a depth
of 23 feet; however, a sample collected at a depth of 38 feet was below the Utah ISLs for all analytes.

Wasatch Environmental Inc.
Page 2
In December 2015, Wasatch conducted a groundwater investigation at the Site. A groundwater
monitoring well (MW-1) was installed north of the pump island canopy and within bedrock, to a depth of
130 feet bgs, and sampled. Petroleum hydrocarbons were identified in the groundwater at concentrations
exceeding their applicable Utah ISLs or Risk-Based Corrective Action (RBCA) Tier 1 Screening Levels.
The Utah DERR requested that additional monitoring wells be installed off-Site to investigate if the
petroleum hydrocarbon impacts to groundwater have migrated away from the Site.

Per Utah DERR requests, two off-Site groundwater monitoring wells (MW-2 and MW-3) were installed
and sampled in 2019. The Utah DERR requested that quarterly groundwater monitoring be conducted for
a minimum of one year.

To further define the groundwater impacts, the Utah DERR requested that additional groundwater
monitoring wells be installed on and off-Site. In 2020 and 2021, two rounds of monitoring well installation
(monitoring wells MW-4 through MW-10), development, and sampling were completed by Wasatch. See
Figure 1 for the monitoring well locations.

Given the potential impacted soil exposure pathways, Wasatch recommended that the soil impacts be
excavated and disposed of off-Site. Given that depth to groundwater is greater than 100 feet and that
Wasatch determined that no groundwater impacts have reached potential receptors hydraulically
downgradient; therefore, no exposure pathways are complete for known groundwater impacts. However,
in an attempt to reduce the groundwater impacts at the Site, Wasatch recommended injecting PetroFix
amendment through the monitoring wells that will likely be destroyed during construction. Ms. Avery
Holyoak (former assigned DERR PST Fund project manager), was notified that it was our intention to
excavate the soil impacts and inject amendment into the groundwater at the Site to obtain regulatory
closure. Ms. Avery Holyoak agreed that this method would be appropriate for Site closure given the
proposed redevelopment of the Site, and recommended a corrective action plan (CAP) be submitted for
approval by the PST Fund. The submitted CAP was approved by DERR in a letter dated September 13,
2021, and detailed the proposed cleanup levels for remediation.

Remediation of petroleum hydrocarbon impacts originating from the Site was completed in accordance
with the approved CAP between January 2022 and September 2022. Remediation involved the injection
of 4,000 pounds of PetroFix to reduce contaminant concentrations in groundwater and plume life, and the
excavation and off-Site disposal of 396.35 tons of petroleum hydrocarbon-impacted soil from the Site.
Prior to beginning the soil excavation activities at the Site, the American Food Mart building, and canopy
were demolished and removed from the Site. Additionally, the UST system was properly removed and
disposed. Wasatch followed the DERR-approved Closure Plan to complete the UST closure activities.
Wasatch submitted the completed closure Notice to the DERR upon completion.

The Site is scheduled for redevelopment in the near future. Given the proposed redevelopment of the
Site, on August 3, 2023, Wasatch properly abandoned four source area groundwater monitoring wells
(MW-1, MW-4, MW-5, and MW-6) at the Site.

METHODOLOGY

On February 15, 2024, Wasatch Staff Scientist Anna Fiorini (Utah Soil and Groundwater Sampler # GS
1788) and Wasatch Staff Geologist Rachael Kubina (Utah Soil and Groundwater Sampler # GS 1927)
conducted groundwater monitoring activities at four groundwater monitoring wells (MW-3, MW-7, MW-8,
and MW-9) located hydraulically downgradient of the Site. The groundwater monitoring activities included
collecting groundwater samples for laboratory analysis from each of the aforementioned monitoring wells.
The monitoring well locations are shown on Figure 1.

Groundwater sampling was conducted using HydraSleeve (HS) sampling techniques. The initial sampling
procedures involved deploying a HS no-purge sampler at the bottom of each monitoring well, so as to
core water from the middle of the well screen. This procedure was completed at the end of the last
sampling event on August 2, 2023.

The sampling procedures began by quickly retrieving the HS sampler causing the sampler to core the

Wasatch Environmental Inc.
Page 3
groundwater from within the middle of the screen interval. Once the HS sample was full, the top valve
closed for the remainder of the retrieval. Once retrieved, the groundwater was dispensed from the HS
sampler into the appropriate sampling containers using the manufacturer’s provided sampling straw and a
pair of hemostats which are used to control the flow of sampling to a rate below 100 milliliters per minute.

The groundwater samples were dispensed into 40-milliliter capacity glass vials with Teflon® septa caps.
The vials, which were supplied by the analytical laboratory, contained several drops of hydrochloric acid
as a preservative. The vials were filled slowly until a meniscus formed at the top of each vial, then each
vial was sealed with a septa cap. This procedure eliminates headspace within the vials and minimizes
the loss of volatiles. The sample vials were each labeled with the analysis required, samplers name,
sample identification, sample location, date, and time of sample collection. The samples were placed in a
cooler with ice and transported under chain-of-custody protocol to Chemtech-Ford (CTF), a Utah-certified
laboratory, for analysis of volatile organic compounds (VOCs) using United States Environmental
Protection Agency (U.S. EPA) Method 8260D, total petroleum hydrocarbons gasoline-range organics
(TPH-GRO) using U.S. EPA Method 8260B/C, and total petroleum hydrocarbons diesel-range organics
(TPH-DRO) using U.S. EPA Method 8015C with silica gel treatment.

RESULTS

Groundwater analytical results are summarized in Table 1. Analyte concentrations in groundwater were
compared to the Utah ISLs and the RBCA Tier 1 Screening Levels. The laboratory analytical report,
including chain-of-custody documentation, is presented in Appendix A

The laboratory analytical report indicates that there were no analytes detected above laboratory reporting
limits in any of the groundwater samples collected.

CONCLUSIONS AND RECOMMENDATIONS

Wasatch successfully completed the second round of semi-annual groundwater monitoring activities at
the Site. Analytical data collected during the February 2024 sampling event were consistent with
historical data and did not exhibit any analyte concentrations that exceed applicable Utah ISLs or RBCA
Tier 1 Screening Levels.

Although this is the final round of groundwater monitoring for this work plan, future groundwater
monitoring is recommended to ensure that analytical trends remain consistent and do not increase over
time.

Our services consist of professional opinions and recommendations made in accordance with generally
accepted environmental engineering principles and practices. This warranty is in lieu of all other
warranties either expressed or implied.

Should you have any questions, please do not hesitate to contact us.

Sincerely,

WASATCH ENVIRONMENTAL, INC.

Jake Scott, P.G. Blake B. Downey, P.G.
Geologist Vice President & Senior Project Hydrogeologist
Certified UST Consultant: CC0268

Wasatch Environmental Inc.
Page 4
Figure

Figure 1: Site Vicinity and Monitoring Well location Map

Table

Table 1: Historical Groundwater Analytical Data

Appendix

Appendix A: Groundwater Laboratory Analytical Report

Figure

DATE: November 11, 2022PROJECT NO.: 2077-001MEnvironmental Science and Engineering
Scale: 1-inch equals
approximately 144 feet
Monitoring Well Location
1700 South
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American Food Mart
1605 South Foothill Drive
Salt Lake City, Utah
Approximate Release Site
Property Boundary
MW-1
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MW-2
FIGURE 1
LEGEND
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MW-1 GW ------12/18/2015 1.11 22.9 <0.00200 5.95 0.638 0.0265 10.7 5.09 ------------------------------------------------
*MW-10 GW ------12/18/2015 1.29 23.1 <0.00200 5.83 0.612 0.0266 11.0 5.05 ------------------------------------------------
------1/24/2018 ------<0.020 6.710 0.932 <0.020 5.190 4.840 ------<0.200 0.905 <0.200 0.338 0.422 <0.009 0.237 0.0170 1.380 ---------------
109.88 4634.65 9/4/2019 0.969 18.7 <0.100 5.08 0.892 <0.100 6.45 4.42 ------------------------------------------------
110.46 4634.07 2/20/2020 2.38 28.1 <0.0200 7.37 1.40 0.0357 10.2 7.52 ------------------------------------------------
111.25 4633.28 5/5/2020 3.26 23.5 <0.0200 6.14 1.40 0.0350 7.55 6.81 ------------------------------------------------
111.74 4632.79 8/5/2020 3.06 19.3 <0.100 4.95 0.998 <0.100 6.00 5.20 ------------------------------------------------
112.95 4631.58 1/6/2021 2.08 26.0 <0.0200 6.75 1.35 0.0374 8.70 7.46 ------------------------------------------------
114.71 4629.82 1/5/2022 2.91 14.5 <0.00200 4.20 1.13 0.0990 2.53 5.22 <0.0100 2.73 ---------------------------7.09 -162.1 2.73 2,150 ---
82.56 4617.18 9/4/2019 <0.489 <0.0200 <0.00200 <0.00100 <0.00200 <0.00200 <0.00200 <0.00200 ------------------------------------------------
83.16 4616.58 2/20/2020 <0.489 <0.0200 <0.00200 <0.00100 <0.00200 <0.00200 <0.00200 <0.00200 ------------------------------------------------
83.57 4616.17 5/5/2020 <0.492 <0.0200 <0.00200 <0.00100 <0.00200 <0.00200 <0.00200 <0.00200 ------------------------------------------------
84.08 4615.66 8/5/2020 <0.491 <0.0200 <0.00200 <0.00100 <0.00200 <0.00200 <0.00200 <0.00200 ------------------------------------------------
85.01 4614.73 1/6/2021 <0.490 <0.0200 <0.00200 <0.00100 <0.00200 <0.00200 <0.00200 <0.00200 ------------------------------------------------
83.33 4630.66 9/4/2019 0.810 <0.0200 <0.00200 <0.00100 <0.00200 <0.00200 <0.00200 <0.00200 ------------------------------------------------
84.08 4629.91 2/20/2020 <0.496 <0.0200 <0.00200 <0.00100 <0.00200 <0.00200 <0.00200 <0.00200 ------------------------------------------------
84.63 4629.36 5/5/2020 <0.492 <0.0200 <0.00200 <0.00100 <0.00200 <0.00200 <0.00200 <0.00200 ------------------------------------------------
85.12 4628.87 8/5/2020 0.670 <0.0200 <0.00200 <0.00100 <0.00200 <0.00200 <0.00200 <0.00200 ------------------------------------------------
86.06 4627.93 1/6/2021 <0.490 <0.0200 <0.00200 <0.00100 <0.00200 <0.00200 <0.00200 <0.00200 ------------------------------------------------
------8/2/2023 <1.0 <0.125 <0.005 <0.005 <0.012 <0.012 <0.012 <0.012 ------------------------------------------------
83.15 4630.84 2/15/2024 <1.0 <0.125 <0.005 <0.005 <0.012 <0.012 <0.012 <0.012 ------------------------------------------------
112.24 4632.82 7/30/2020 2.07 0.508 <0.00200 0.186 0.00967 <0.00200 0.00578 0.0450 ------------------------------------------------
113.46 4631.60 1/6/2021 <0.492 0.531 <0.00200 0.197 <0.00200 <0.00200 0.00211 0.0274 ------------------------------------------------
115.21 4629.85 1/5/2022 <0.500 0.408 <0.00200 0.143 <0.00200 <0.00200 <0.00200 0.00804 0.0512 44.0 ---------------------------6.84 -131.4 2.46 2,250 ---
111.79 4633.27 7/30/2020 1.05 2.13 <0.00200 1.11 0.245 <0.00200 0.00778 0.224 ------------------------------------------------
113.00 4632.06 1/6/2021 <0.491 2.19 <0.00200 1.20 0.226 <0.00200 0.01360 0.0797 ------------------------------------------------
114.73 4630.33 1/5/2022 <0.498 0.610 <0.00200 0.112 0.0392 <0.00200 0.00221 0.00391 0.0119 47.0 ---------------------------7.09 -142.4 2.65 1,820 ---
111.65 4633.41 7/30/2020 8.69 14.5 <0.0200 5.87 1.10 0.0850 2.63 3.94 ------------------------------------------------
112.88 4632.18 1/6/2021 5.71 13.4 <0.00200 6.07 1.02 0.0691 0.733 4.18 ------------------------------------------------
114.65 4630.41 1/5/2022 7.81 4.91 <0.00200 2.80 0.540 0.0762 0.0380 0.721 <0.0100 7.68 ---------------------------7.09 -167.4 3.61 2,030 ---
114.42 4630.64 2/14/2022 2.8 2.90 <0.00200 2.03 0.229 <0.00200 0.161 0.122 <0.1 30.6 ---------------------------6.96 -192.3 2.16 1,930 Yes
113.97 4631.09 3/14/2022 2.2 2.28 <0.005 1.89 0.228 <0.012 0.071 0.086 <0.1 23.0 ---------------------------7.46 -178.3 6.04 1,860 Yes
91.80 4653.26 3/16/2021 0.534 0.0806 <0.00200 0.0160 0.00555 <0.00200 0.0221 0.0112 ------------------------------------------------
90.90 4654.16 9/29/2022 <1.0 <0.125 <0.005 <0.005 <0.012 <0.012 <0.012 <0.012 0.8 129 ---------------------------7.13 -49.9 2.19 1,392.8 No
------8/2/2023 <1.0 <0.125 <0.005 <0.005 <0.012 <0.012 <0.012 <0.012 ------------------------------------------------
88.45 4629.87 2/15/2024 <1.0 <0.125 <0.005 <0.005 <0.012 <0.012 <0.012 <0.012 ------------------------------------------------
93.00 4624.06 3/16/2021 <0.493 <0.0200 <0.00200 <0.00100 <0.00200 <0.00200 <0.00200 <0.00200 ------------------------------------------------
------8/2/2023 <1.0 <0.125 <0.005 <0.005 <0.012 <0.012 <0.012 <0.012 ------------------------------------------------
89.87 4627.19 2/15/2024 <1.0 <0.125 <0.005 <0.005 <0.012 <0.012 <0.012 <0.012 ------------------------------------------------
97.30 4623.65 3/16/2021 <0.493 <0.0200 <0.00200 <0.00100 <0.00200 <0.00200 <0.00200 <0.00200
------8/2/2023 <1.0 <0.125 <0.005 <0.005 <0.012 <0.012 <0.012 <0.012 ------------------------------------------------
94.86 4626.09 2/15/2024 <1.0 <0.125 <0.005 <0.005 <0.012 <0.012 <0.012 <0.012 ------------------------------------------------
Skyline Drive -
MW-10 MW-10 140-160 4784.12 146.09 -146.09 3/16/2021 <0.493 <0.0200 <0.00200 <0.00100 <0.00200 <0.00200 <0.00200 <0.00200 ------------------------------------------------
1 1 0.2 0.005 0.7 0.7 1 10 ------------------------------------------------
10 10 0.2 0.3 4 0.7 3 10 ------------------------------------------------
NOTES:
< = Concentration was below the reporting limit.
BOLD = Measured concentration exceeds the applicable Utah Initial Screening Level .
= Measured concentration exceeds the applicable Utah Risk-Based Corrective Action Tier 1 Screening Level
--- = Not established, not applicable, or not analyzed.
* = Duplicate sample of MW-1 GW.
= Sample collected after the PetroFix injections into the MW-1, MW-4, and MW-5 wells.
Abandoned
Abandoned
Abandoned
Anions
MW-1
American
Food Mart -
MW-1
110-130
Texas Street -
MW-2
Sample
Location Sample I.D.
Screen
Interval
(feet)
Sample
Collection
Date
Groundwater
Elevation
Abandoned
all concentrations are expressed in milligrams per liter (mg/L) unless otherwise noted
Salt Lake City, Utah
1605 South Foothill Drive
American Food Mart
Historical Groundwater Analytical Data
Table 1
Utah Risk-Based Corrective Action Tier 1 Screening Levels
Utah Initial Screening Levels
MW-2 4699.74164 - 204
Foothill Circle
- MW-3 MW-3 152 - 182 4713.99
American
Food Mart -
MW-4
American
Food Mart -
MW-6
American
Food Mart -
MW-5
87-107 4718.32Logan Way -
MW-7 MW-7
Groundwater Parameters
MW-4
MW-5
MW-6
106 - 126 4,745.06
4,744.45106 - 126
106 - 126 4,744.41
Depth to
Water
(feet)
Top of
Casing
Elevation
4744.53
TPH-DRO FractionationTPH-GRO FractionationPetroloeum Hydrocarbons
4717.06
1700 South -
MW-9 MW-9 92-112 4720.95
Logan Way -
MW-8 MW-8 89-109

Appendix A
Groundwater Laboratory Analytical Report

The analyses presented on this report were performed in accordance with the
National Environmental Laboratory Accreditation Program (NELAP) unless
noted in the comments, flags, or case narrative. If the report is to be used for
regulatory compliance, it should be presented in its entirety, and not be
altered.
Client Service Contact: 801.262.7299
Wasatch Environmental
Attn: Blake Downey
2410 West California Avenue
Salt Lake City, UT 84104
Work Order: 24B1200
Project: American Food Mart
2/26/2024
Approved By:
Melissa Connolly, Project Manager
9632 South 500 West Sandy, Utah 84070
Serving the Intermountain West since 1953
801.262.7299 Main 866.792.0093 Fax www.ChemtechFord.com
Page 1 of 7
xx
Chemtech-Ford Laboratories
Serving the Intermountain West Since 1953
Certificate of Analysis
9632 South 500 West
Sandy, UT 84070
O:[phone] F: [phone]
www.ChemtechFord.com
Wasatch Environmental
Blake Downey
2410 West California Avenue
Salt Lake City, UT 84104
PO#:
Receipt:
Date Reported:
Project Name:
2077-001M
2/15/24 15:33 @ 3.9 °C
2/26/2024
American Food Mart
Sample ID: MW-3
Lab ID: 24B1200-01Matrix: Water
Flag(s)Units
Analysis
Date/Time
Date Sampled: 2/15/24 11:30
Preparation
Date/Time
Sampled By: Anna Fiorini/Rachel Kubina
Minimum
Reporting
Limit MethodResult
Diesel Range with silica gel cleanup
mg/L 2/21/242/21/241.0 EPA 8015 CNDDiesel Range Organics
MBTEXn
mg/L 2/20/242/20/240.005 EPA 8260D/5030BNDBenzene
mg/L 2/20/242/20/240.012 EPA 8260D/5030BNDEthylbenzene
mg/L 2/20/242/20/240.005 EPA 8260D/5030BNDMethyl tert-Butyl Ether (MTBE)
mg/L 2/20/242/20/240.012 EPA 8260D/5030BNDNaphthalene
mg/L 2/20/242/20/240.012 EPA 8260D/5030BNDToluene
mg/L 2/20/242/20/240.012 EPA 8260D/5030BNDXylenes, total
Gasoline Range
mg/L 2/20/242/20/240.125 EPA 8260B/C 5030A/[CALC]NDGasoline Range Organics
Project Name: American Food Mart CtF WO#: 24B1200
www.ChemtechFord.com
Page 2 of 7Page 2 of 7
xx
Chemtech-Ford Laboratories
Serving the Intermountain West Since 1953
Certificate of Analysis
9632 South 500 West
Sandy, UT 84070
O:[phone] F: [phone]
www.ChemtechFord.com
Wasatch Environmental
Blake Downey
2410 West California Avenue
Salt Lake City, UT 84104
PO#:
Receipt:
Date Reported:
Project Name:
2077-001M
2/15/24 15:33 @ 3.9 °C
2/26/2024
American Food Mart
Sample ID: MW-7
Lab ID: 24B1200-02Matrix: Water
Flag(s)Units
Analysis
Date/Time
Date Sampled: 2/15/24 11:50
Preparation
Date/Time
Sampled By: Anna Fiorini/Rachel Kubina
Minimum
Reporting
Limit MethodResult
Diesel Range with silica gel cleanup
mg/L 2/21/242/21/241.0 EPA 8015 CNDDiesel Range Organics
MBTEXn
mg/L 2/20/242/20/240.005 EPA 8260D/5030BNDBenzene
mg/L 2/20/242/20/240.012 EPA 8260D/5030BNDEthylbenzene
mg/L 2/20/242/20/240.005 EPA 8260D/5030BNDMethyl tert-Butyl Ether (MTBE)
mg/L 2/20/242/20/240.012 EPA 8260D/5030BNDNaphthalene
mg/L 2/20/242/20/240.012 EPA 8260D/5030BNDToluene
mg/L 2/20/242/20/240.012 EPA 8260D/5030BNDXylenes, total
Gasoline Range
mg/L 2/20/242/20/240.125 EPA 8260B/C 5030A/[CALC]NDGasoline Range Organics
Project Name: American Food Mart CtF WO#: 24B1200
www.ChemtechFord.com
Page 3 of 7Page 3 of 7
xx
Chemtech-Ford Laboratories
Serving the Intermountain West Since 1953
Certificate of Analysis
9632 South 500 West
Sandy, UT 84070
O:[phone] F: [phone]
www.ChemtechFord.com
Wasatch Environmental
Blake Downey
2410 West California Avenue
Salt Lake City, UT 84104
PO#:
Receipt:
Date Reported:
Project Name:
2077-001M
2/15/24 15:33 @ 3.9 °C
2/26/2024
American Food Mart
Sample ID: MW-8
Lab ID: 24B1200-03Matrix: Water
Flag(s)Units
Analysis
Date/Time
Date Sampled: 2/15/24 12:05
Preparation
Date/Time
Sampled By: Anna Fiorini/Rachel Kubina
Minimum
Reporting
Limit MethodResult
Diesel Range with silica gel cleanup
mg/L 2/21/242/21/241.0 EPA 8015 CNDDiesel Range Organics
MBTEXn
mg/L 2/20/242/20/240.005 EPA 8260D/5030BNDBenzene
mg/L 2/20/242/20/240.012 EPA 8260D/5030BNDEthylbenzene
mg/L 2/20/242/20/240.005 EPA 8260D/5030BNDMethyl tert-Butyl Ether (MTBE)
mg/L 2/20/242/20/240.012 EPA 8260D/5030BNDNaphthalene
mg/L 2/20/242/20/240.012 EPA 8260D/5030BNDToluene
mg/L 2/20/242/20/240.012 EPA 8260D/5030BNDXylenes, total
Gasoline Range
mg/L 2/20/242/20/240.125 EPA 8260B/C 5030A/[CALC]NDGasoline Range Organics
Project Name: American Food Mart CtF WO#: 24B1200
www.ChemtechFord.com
Page 4 of 7Page 4 of 7
xx
Chemtech-Ford Laboratories
Serving the Intermountain West Since 1953
Certificate of Analysis
9632 South 500 West
Sandy, UT 84070
O:[phone] F: [phone]
www.ChemtechFord.com
Wasatch Environmental
Blake Downey
2410 West California Avenue
Salt Lake City, UT 84104
PO#:
Receipt:
Date Reported:
Project Name:
2077-001M
2/15/24 15:33 @ 3.9 °C
2/26/2024
American Food Mart
Sample ID: MW-9
Lab ID: 24B1200-04Matrix: Water
Flag(s)Units
Analysis
Date/Time
Date Sampled: 2/15/24 12:20
Preparation
Date/Time
Sampled By: Anna Fiorini/Rachel Kubina
Minimum
Reporting
Limit MethodResult
Diesel Range with silica gel cleanup
mg/L 2/21/242/21/241.0 EPA 8015 CNDDiesel Range Organics
MBTEXn
mg/L 2/20/242/20/240.005 EPA 8260D/5030BNDBenzene
mg/L 2/20/242/20/240.012 EPA 8260D/5030BNDEthylbenzene
mg/L 2/20/242/20/240.005 EPA 8260D/5030BNDMethyl tert-Butyl Ether (MTBE)
mg/L 2/20/242/20/240.012 EPA 8260D/5030BNDNaphthalene
mg/L 2/20/242/20/240.012 EPA 8260D/5030BNDToluene
mg/L 2/20/242/20/240.012 EPA 8260D/5030BNDXylenes, total
Gasoline Range
mg/L 2/20/242/20/240.125 EPA 8260B/C 5030A/[CALC]NDGasoline Range Organics
Project Name: American Food Mart CtF WO#: 24B1200
www.ChemtechFord.com
Page 5 of 7Page 5 of 7
xx
Chemtech-Ford Laboratories
Serving the Intermountain West Since 1953
Certificate of Analysis
9632 South 500 West
Sandy, UT 84070
O:[phone] F: [phone]
www.ChemtechFord.com
Wasatch Environmental
Blake Downey
2410 West California Avenue
Salt Lake City, UT 84104
PO#:
Receipt:
Date Reported:
Project Name:
2077-001M
2/15/24 15:33 @ 3.9 °C
2/26/2024
American Food Mart
Report Footnotes
Abbreviations
ND = Not detected at the corresponding Minimum Reporting Limit (MRL).
1 mg/L = one milligram per liter or 1 mg/kg = one milligram per kilogram = 1 part per million.
1 ug/L = one microgram per liter or 1 ug/kg = one microgram per kilogram = 1 part per billion.
1 ng/L = one nanogram per liter or 1 ng/kg = one nanogram per kilogram = 1 part per trillion.
On calculated parameters, there may be a slight difference between summing the rounded values shown on the report
vs the unrounded values used in the calculation.
Project Name: American Food Mart CtF WO#: 24B1200
www.ChemtechFord.com
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