DERR-2025-003161

Cover Page
Remedial Action Plan
Lonestar Properties LLC — Former Anderson
Auto Wrecking Site, 2890 South State
Street, Spanish Fork, Utah County, Utah
Voluntary Cleanup Program Site #C127
April 22, 2025 | Terracon Project No. 61237032
Utah Department of Environmental Quality /
Division of Environmental Response and Remediation Voluntary Cleanup
Program (VCP)
6952 South High Tech Dr. Ste. B
Midvale, Utah 84047
P [phone]
Terracon.com
Facilities | Environmental | Geotechnical | Materials i
Cover Letter
April 22, 2025
Department of Environmental Quality
Division of Environmental Response and Remediation
P.O. Box 144840
Salt Lake City, Utah 84114-4840
Attn: Lincoln Grevengoed
P: [phone]
E: [e-mail]
Re:Remedial Action Plan
Lonestar Properties LLC — Former Anderson Auto Wrecking Site
Voluntary Cleanup Program Site #C127
2890 South State Street, Spanish Fork, Utah
Terracon Project No. 61237032
Dear Mr. Grevengoed:
Terracon Consultants, Inc. (Terracon) has developed this Remedial Action Plan (RAP) for
submission to the Utah Department of Environmental Quality Division of Environmental
Response and Remediation (DERR) Voluntary Cleanup Program (VCP) on of behalf Lonestar
Properties LLC (client) to address redevelopment of the site.
Please contact Andrew Turner at [phone] if you have questions regarding this
information.
Sincerely,
Terracon Consultants, Inc.
Andrew S. Turner Amy Austin
Senior Project Manager Authorized Project Reviewer
Environmental Services
' P \ ' X V W L Q
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Table of Contents
1.0 INTRODUCTION ................................................................... 1
1.1 Site Description ..................................................................................... 1
1.2 Project Background ................................................................................ 1
1.3 Public Notice .......................................................................................... 1
2.0 ENVIRONMENTAL ASSESSMENT ............................................. 2
2.1 Previous Investigations ........................................................................... 2
2.2 Summary of Site Impacts ........................................................................ 2
2.3 Contaminants of Concern and Cleanup Levels ............................................ 3
2.4 Site Conceptual Model ............................................................................ 4
2.4.1 Sources and Affected Media ..................................................................... 4
2.4.2 Routes of Exposure and Receptors............................................................ 4
3.0 REMEDIAL ACTION PLAN OBJECTIVES .................................... 5
4.0 REMEDIAL APPROACH .......................................................... 6
4.1 Soil Excavation Procedures ...................................................................... 6
4.2 Vapor Intrusion Mitigation ....................................................................... 7
4.3 Evaluation and Sampling of Former Residential Structure ............................ 8
4.4 PFAS in Groundwater Sampling ................................................................ 8
5.0 QUALITY ASSURANCE/QUALITY CONTROL ............................... 8
6.0 CONSTRUCTION MANAGEMENT ............................................. 9
6.1 Site Access Control ................................................................................. 9
6.2 Haul Roads and Equipment Decontamination ............................................. 9
6.3 Special Training Requirements ................................................................. 9
6.4 Storm Water Control and Fugitive Emissions ............................................ 10
6.5 Construction Dewatering ....................................................................... 10
7.0 CONTINGENCY PLANS ........................................................ 10
7.1 Encapsulation of Soils ........................................................................... 10
7.2 Segregation / Characterization of Previously Unidentified Potentially
Contaminated Soil .......................................................................................... 11
7.3 Landfill Debris ...................................................................................... 11
7.4 Unidentified Environmental Concerns ...................................................... 11
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8.0 POST REMEDIATION DOCUMENTATION AND REPORTING ........ 12
8.1 RAP Implementation Report ................................................................... 12
8.2 Environmental Covenant and Site Management Plan ................................. 12
9.0 PROJECT SCHEDULE ........................................................... 12
10.0 REFERENCES ..................................................................... 13
APPENDICES
Appendix A Exhibits
Exhibit 1: Topographic Site Overview
Exhibit 2: Site Diagram with Redevelopment Plans
Exhibit 3: Metals Exceedances in Soil
Exhibit 4: Petroleum Hydrocarbon Exceedances in Soil
Exhibit 5: VOC Exceedances in Soil Gas
Exhibit 6: RAP Excavation and PFAS Sample Locations
Exhibit 7: Site Conceptual Model
Appendix B Public Notice
Appendix C Analytical Data Tables
Table 1: Metals in Soil (2024 Investigation)
Table 2: VOCs and Petroleum Hydrocarbons in Soil (2024 Investigation)
Table 3: Metals in Soil (2022 Investigation)
Table 4: VOCs and Petroleum Hydrocarbons in Soil (2022 Investigation)
Table 5: VOCs and Explosive Gases in Soil Gas (2022 Investigation)
Appendix D DEQ DERR Letter, February 28, 2025
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1.0 Introduction
1.1 Site Description
Site name Lonestar Properties LLC — Former Anderson Auto Wrecking
DERR VCP Site #C127
Site location/address 2890 South State Street, Spanish Fork, Utah
General site description
The site is comprised of approximately 3.9 acres covering
two parcels (27:010:0140 and 27:010:0139). The former
residence at the site was recently removed and the entire
site is vacant.
Exhibit 1 (Appendix A) illustrates the approximate location of the site in relation to the
surrounding area.Exhibit 2 is a site diagram indicating the approximate locations of the
historical and recent sample locations and related features. Current redevelopment plans for
the site are shown in Exhibit 2.
The property was enrolled into the Voluntary Cleanup Program (VCP) to address the
environmental impacts prior to redevelopment of the site. The VCP is implemented by the
Utah Department of Environmental Quality (UDEQ) Division of Environmental Response and
Remediation (DERR). The site has been issued VCP Site ID C127.
1.2 Project Background
The site was formerly occupied by the Anderson Auto Wrecking facility, which historically
operated as an automotive salvage yard from approximately 1977 to the mid-2010s. The
Anderson Auto Wrecking facility formerly stored large numbers of old vehicles, trailers,
tires, engines, scrap metal, and other vehicle parts. Storage sheds at the wrecking yard
stored car batteries, gasoline cans, engine wastes, scrap metal, asphaltic tar, paint, as well
as miscellaneous debris. A crushing station, used to crush cars and other metallic debris,
was located on the southern portion of the yard behind a single-family home (now
demolished). The site currently consists primarily of vacant land. Proposed development of
the site includes residential townhomes (Exhibit 2).
1.3 Public Notice
Public Notice is required prior to conducting remedial work at the site. The Public Notice will
be published for two consecutive days in the local newspaper and mailed and/or hand-
delivered to adjacent landowners and will provide 30 calendar days for public comments to
be submitted. A copy of the Public Notice is provided in Appendix B.
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2.0 Environmental Assessment
2.1 Previous Investigations
Multiple investigations have been conducted at the site to identify and characterize the
nature and extent of impacts relating to the historical operations conducted at the site.
Terracon conducted a Phase I Environmental Site Assessment (ESA) on the site in 2022
(Terracon, 2022). The Phase I ESA included a portion of property to the west of this VCP
project boundary. The purpose of the Phase I ESA was to identify any Recognized
Environmental Conditions (RECs) in connection with the site. The Phase I ESA identified
multiple Recognized Environmental Conditions (RECs) associated with current and historical
uses of the site and adjoining properties. Environmental impacts associated with current
and historical uses of the site have also been confirmed by several previous investigations
(DERR 2021; IHI 2007a; IHI 2007b).
A Phase II Site Investigation was conducted by Terracon in 2022 (Terracon, 2023a), which
also included the portion of the property adjoining this VCP project site to the west. Multiple
soil and groundwater borings and soil gas probes were installed at various portions of the
site and adjoining property. Only environmental samples collected within the VCP site
property boundary are referred to and displayed in this report (Appendix A, Exhibit 2).
An additional Site Characterization event was conducted at the site by Terracon in June
2024 (Terracon, 2024b) to evaluate environmental impacts resulting from isolated surficial
areas within the site where the recent assessments indicated possible shallow soil
contamination that had not been fully defined. Two samples (SS-4 and SS-11) exceeded the
ISL for TRPH. No sample exceeded the Tier 1 Screening Level.
A Risk Evaluation was conducted as part of the 2024 Site Characterization event.
Concentrations of all detected volatile organic compounds (VOCs) and metals in the shallow
soil were entered into the EPA RSL Calculator. Neither the carcinogenic risk nor the non-
carcinogenic Hazard Index were above the target excess cancer risk nor the target hazard
risk for the Resident, Indoor Worker, or Construction Worker Scenario.
2.2 Summary of Site Impacts
Previous investigations included the collection and laboratory analyses of soil, groundwater,
and soil gas samples at the site. Native soils and non-native fill materials were analyzed for
VOCs, Total Petroleum Hydrocarbons in the gasoline and diesel range (TPH-GRO and TPH-
DRO), Total Recoverable Petroleum Hydrocarbons (TRPH), Resource Conservation and
Recovery Act (RCRA) 8 Metals (arsenic, barium, cadmium, chromium, lead, mercury, nickel,
and silver), hexavalent chromium, and polychlorinated biphenols (PCBs). Groundwater
samples were analyzed for VOCs, TPH-GRO, TPH-DRO, TRPH, dissolved RCRA 8 Metals, and
hexavalent chromium. Soil gas samples were analyzed for VOCs, methane, ethane, and
ethene.
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2.1.1 Soil Impacts
Results for soil samples were compared to the EPA RSLs and UDEQ ISLs and Tier 1
Screening Levels. Limited areas of soil were reported to exceed a regulatory screening level
for lead, hexavalent chromium, TPH-DRO, and TRPH.
■Non-native fill material sampled during the previous investigations reported TRPH
exceeding the Utah Tier 1 Screening Level (10,000 mg/kg) and TPH-DRO
concentrations exceeding the Utah ISL (500 mg/kg) in B-6.
■Shallow soil samples collected at SS-4 and SS-11 (soil stockpile) exceeded the Utah
ISL for TRPH.
■Lead exceeded the Residential RSL (200 mg/kg) in B-12. Samples collected from
native soil at 4 feet below ground surface (bgs) in B-12 exceeded the Utah ISL for
TPH-DRO and TRPH. Staining was also noted from 8 to 10 feet bgs.
■Hexavalent chromium exceeded the Residential RSL (0.95 mg/kg) in B-15.
Impacted soil was not widespread and limited to spot areas on the site.Exhibits 3 and 4 and
Tables 1 through Table 4 show the concentrations and areas where metals and petroleum
hydrocarbons exceeded a screening level.
2.1.2 Groundwater Impacts
Groundwater sample results were compared to EPA MCLs where established or Tap Water
Screening Levels if MCLs were not available. Significant impacts to groundwater originating
from operations on the site were not identified.
2.1.3 Soil Gas Impacts
Soil gas sample results were compared to EPA VISLs. The concentrations of benzene
reported in soil gas samples exceeded the Residential VISL in SG-3, SG-4, and SG-9. Soil
gas sampling locations and exceedances are shown on Exhibit 5 and Table 5.
2.3 Contaminants of Concern and Cleanup Levels
The following contaminants of concern (COC) have been identified at the site based on their
presence above EPA and UDEQ cleanup levels. The cleanup level for each COC is included in
the table.
Contaminant of concern Affected media Cleanup level
Lead Soil 200 mg/kg1
Hexavalent chromium Soil 0.95 mg/kg1
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Contaminant of concern Affected media Cleanup level
TPH-DRO Soil 500 mg/kg2
TRPH Soil 1,000 mg/kg2
Benzene Soil Gas NA3
1.EPA’s November 2024 Regional Screening Levels (RSLs) for residential soil using a
Target Cancer Risk=1E-06 and a non-cancer Hazard Quotient of 1.
2.Utah DEQ Initial Screening Level for petroleum hydrocarbons in soil.
3.Cleanup Level Not Applicable. Soil gas will be addressed through the incorporation of a
vapor mitigation system under residential structures.
In a letter dated February 28, 2025, UDEQ DERR identified a possibility of potential per and
polyfluorinated substances (PFAS) impacts in groundwater on the western boundary of the
site due to a nearby historical unregulated landfill (Appendix D). Terracon will sample
groundwater in this area and compare these results to their appropriate EPA MCLs, where
they exist, for individual PFAS analytes (Exhibit 6).
2.4 Site Conceptual Model
Using data obtained from the previous investigations discussed above, Terracon developed a
Conceptual Site Model (CSM), to evaluate the site-specific risks associated with the COCs at
the site based on the source(s) of contamination, the release mechanism(s), potential
routes of exposure (ROE), representative concentrations of COCs, and receptors (i.e.,
property occupants and employees). A graphical representation of the CSM is presented as
Exhibit 7 (Appendix A). Screening levels used for the evaluation are discussed above in
Section 2.3.
2.4.1 Sources and Affected Media
Sources of contamination are the impacted fill material, the native soil in one portion of the
site (B-6), and soil gas. Contaminants in fill and native soil appear to be related to the
historical use of the site as an auto wrecking facility. Soil gas impacts appear to be limited
to benzene, which may be originating from an off-site source.
2.4.2 Routes of Exposure and Receptors
The proposed future development will bring construction workers to the site as well as
future residents and visitors. The following routes of exposure were evaluated to identify if
complete pathways for construction workers, future residents, and future employees and
clients exist at the site.
Soil Routes of Exposure: Ingestion, inhalation of dust particulates, and dermal contact
with soil are the routes of exposure that may exist. Construction workers could be exposed
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during site preparations such as grubbing and grading and excavations for utilities. As long
as areas of impacted fill and native soils remain on the site, this is considered a complete
exposure pathway. As impacted fill and native soils are expected to be fully removed during
this phase, future use of the site will not present an exposure pathway for either
commercial users or residents. As such, exposure via soils and fill is not a complete
exposure pathway in future use scenarios.
Soil Vapor Routes of Exposure: Benzene has been detected in soil gas samples at the
site at concentrations that exceed residential screening levels. Soil gas is a concern in
enclosed spaces and as such, there is no exposure pathway for the construction worker. The
RAP includes the use of vapor intrusion mitigation controls (vapor barrier) beneath occupied
buildings. This engineering control will prevent a complete exposure pathway for future
users of the site.
3.0 Remedial Action Plan Objectives
Based on the results of the previous investigations, this RAP is intended to address the
following issues at the site:
■petroleum hydrocarbon exceedances in shallow (fill) and deeper (native) soil in
selected areas
■metals (lead and hexavalent chromium) exceedances in the shallow fill material in
selected areas
■benzene exceedances over the VISL in soil gas in selected areas
■evaluation of soil under foundation of former residential structure
■possible PFAS impacts to groundwater along the western edge of the site originating
from the west-adjoining property
The remedial action plan designed for the site will consist of the following components:
■excavation, removal, proper disposal, and confirmation sampling of shallow fill
material (1–3 feet bgs) in select areas where metals and petroleum hydrocarbon
impacts were detected above screening levels in previous investigations
■excavation, removal, proper disposal, and confirmation sampling of native soil to a
depth of approximately 10 feet bgs around boring B-12 where petroleum
hydrocarbon impacts were detected above screening levels in a previous
investigation
■vapor intrusion mitigation for all residential structures
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■observation and sampling of soil beneath the former residential structure
■sampling of groundwater along the western edge of the site adjacent to the historic
landfill for evaluation of PFAS
These combined components will ensure the safety of construction workers during
development and prevent exposure to future residents from the existing impacts reported at
the site as well as from potential hazards from surrounding properties that may impact the
site in the future.
4.0 Remedial Approach
The following sections detail the implementation of the remedial approach designed for the
site.
4.1 Soil Excavation Procedures
It is unknown whether the proposed development plan will require removal of all non-native
fill material from beneath buildings, roadways, and parking lots. However, fill material and
non-native soils exceeding a cleanup level will be excavated and transported to a properly
permitted facility for disposal. Excavation and removal of impacted materials will be
performed prior to development and transfer of any non-impacted fill off-site.
4.1.1 Soils Exceeding Cleanup Levels
Five localized areas of soil were identified to exceed a regulatory screening level during site
characterization investigations: B-6, B-12, B-15, SS-4, and SS-11 (stockpile), as shown on
Exhibit 6. Initial excavation of each impacted area will extend approximately 3 to 5 feet to
the north, south, east, and west of the initial sampling location and will be excavated to at
least the fill/native soil interface (approximately 1 foot to 3 feet depth depending on the
location). Excavated soil from each of the excavations will be stockpiled on visqueen adjacent
to the excavation area.
A table displaying the area of investigation, depth of anticipated excavation based on borehole
logs and contaminants of concern is listed below.
Area Excavation depth COCs
B-6 3 feet bgs TPH-DRO, TRPH
B-15 2 feet bgs Hexavalent Chromium
SS-4 1 foot bgs TRPH
SS-111 Stockpile TRPH
B-12 10 feet bgs Lead (near surface), TPH-DRO, TRPH
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1.The soil in stockpile SS-11 was used to backfill the basement of the residence after
demolition. See Section 4.3.
Confirmation samples will be collected in 5-point composites along each wall of the
excavation at a rate not to exceed one sample per 50 linear feet. The floor of the excavation
will be sampled at a rate of one 5-point composite sample not-to-exceed 2,500 square feet.
If an extent of excavation sample reports a COC detected above a screening level, the
excavation will proceed an additional 3 to 5 feet in the direction of the wall sample that
failed and an additional 6-inches for the floor. This sampling and excavation process will be
repeated until the extent of excavation wall and floor samples do not report a concentration
of a COC that exceeds a screening level.
4.1.2 Confirmation Sampling Analytical Program
Confirmation sampling will be conducted along the edges and floor of the individual
excavations as described above. The sample analytes have been selected based on the
COCs reported in the site characterization investigations. Confirmation sampling will include
collection of Quality Control samples in accordance with the project Quality Assurance
Project Plan (QAPP) submitted to the DEQ DERR on March 28, 2024 (Terracon, 2024a).
4.1.3 Off-Site Disposal of Soil
Once excavation and removal of all soil exceeding a screening level has been completed, the
site soils will be considered below actions levels. If any soils are to be transported off-site
during development, the soil will be stockpiled and sampled prior to removal from the
property. One 10-point composite sample will be collected from stockpiled fill at a rate not-
to-exceed 10,000 cubic yards of material. Samples will be submitted to a laboratory for
profile purposes and will be analyzed for lead, hexavalent chromium, TPH-DRO, TRPH, and
any other analytes as required by the receiving facility.
4.2 Vapor Intrusion Mitigation
Design of future site structures will include standard industry practices and controls for
mitigation of potential vapor intrusion and will be based on site-specific soil gas data. This
may include either building design (such as thickened concrete slabs) and/or a vapor barrier
installed below the floor slabs. It is anticipated that the site will utilize a vapor barrier under
each residential structure. The vapor barrier will be VOC rated, have a design that will
specify minimum standards such as vapor barrier material, thickness, and sealing methods,
and the plans will be stamped by a Utah-licensed Professional Engineer. It will be installed
according to manufacturer’s specifications by a qualified contractor and installation will be
observed by a knowledgeable third party to verify adherence to the design.
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The final vapor mitigation measures used at the site and verification of installation by a
qualified contractor will be documented in the RAP Implementation Report.
4.3 Evaluation and Sampling of Former Residential Structure
A soil stockpile was previously located on the site to the west of the former residence. A
sample (SS-11) collected from this stockpile reported a TRPH concentration exceeding the
Utah ISL. It was reported that, during the demolition of the residence, the soil from the
stockpile was used to backfill the basement during the demolition of the structure. Total
depth of the excavation of the basement was 8 feet bgs.
To evaluate soils used to backfill the basement after demolition of the residence, two soil
borings will be drilled within the footprint of the area to a total depth of 10 feet bgs. Soil will
be observed for any staining, odor, or potential impacts. A photo ionization detector (PID)
will be utilized to further indicate petroleum hydrocarbon impacts. One soil sample will be
collected from each boring for laboratory analysis based on field screening data (e.g., visual
observations and photoionization detection [PID] readings) or professional judgement. If no
significant impacts are observed, one composite soil sample will be collected from the entire
profile of the soil boring (0 to 10 feet bgs).
4.4 PFAS in Groundwater Sampling
One soil boring will be advanced to approximately 20 feet bgs utilizing direct push
technology at the approximate location shown on Exhibit 6 to sample groundwater for PFAS.
A groundwater sample will be collected from the open boring using a peristaltic pump
through dedicated tubing lowered into the water column through the drill rig tooling such as
a stainless steel screen. The groundwater sample will be shipped to Pace Analytical for
analysis of PFAS using EPA Method 1633 per chain of custody protocol. No duplicate sample
is proposed as this is a general baseline sample to determine whether PFAS is present.
Results of the groundwater sampling will be presented in the RAP Implementation Report.
5.0 Quality Assurance/Quality Control
Sampling will be conducted according to the Standard Operating Procedures (SOPs)
provided in the QAPP. Quality control for the sampling program will include using
standardized sample collection and handling methods, documenting pertinent field
information, keeping chain-of-custody records, and collecting quality control samples (i.e.,
field duplicate samples and Agency split samples). For this sampling activity, field duplicate
samples will be collected from the confirmation samples at a rate of 10 percent of the
sample load. Agency split samples will be collected at the discretion of the VCP.
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6.0 Construction Management
6.1 Site Access Control
The General Contractor will be required to maintain strict access control to and from the site
at all times during removal of impacted soil. The boundaries of the entire site are to be
fenced and points of ingress and egress are to be designated and controlled.
6.2 Haul Roads and Equipment Decontamination
The initial phase of construction will consist of excavating impacted materials and disposing
of them off-site at an approved facility. During excavation of impacted material, the
entrance and exit points of the property where equipment and dump trucks will enter and
leave the property will be constructed with a temporary gravel base and/or rip rap. The exit
point will have a rumble strip to help remove soil from the equipment and dump trucks. For
construction equipment (dump trucks, front-end loaders, track hoes, etc.), visible soil and
debris will be brushed from the equipment prior to leaving the site. Trucks hauling impacted
soil and entering public roads will be tarped. For hand tools, visible soil and debris will be
brushed from the tools prior to them leaving the site. Equipment or tool washing, using
either water or a water and mild detergent mixture, may be permitted if wash water
controls have been established that will inhibit run-off of wash water and/or sediment from
the decontamination area.
In the event soil track-out occurs, the streets will be swept using street cleaning equipment
and/or hand tools. When possible, the area will be lightly wet before cleaning to reduce
fugitive dust during sweeping activities. It is not anticipated that wash water controls will be
required; however, if deemed necessary, the control measures will be developed and
implemented in consultation with the DERR.
Once excavation of impacted material is complete, all subsequent activities can be
conducted following general construction standards. Best management practices for
eliminating track-out, fugitive dust emissions, and stormwater runoff will be maintained.
6.3 Special Training Requirements
Field personnel involved in the remediation activities will have up-to-date Occupational
Safety and Health Administration (OSHA) 40-hour Hazardous Waste Operations and
Emergency Response (HAZWOPER) training, including an up-to-date 8-hour refresher
course as required by OSHA. This will typically include equipment operators involved in
removing impacted fill and soil and Terracon staff directing excavation activities and
collecting confirmation samples. Once impacted materials have been segregated and
disposed of, the HAZWOPER training requirement will no longer be applicable.
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All site workers that could come into contact with impacted materials will receive training
about the specific hazards of the contaminants of concern and how to minimize exposures
to those contaminants through the use of engineering controls, work practices, personal
hygiene, and personal protective equipment. This information is intended to meet the
requirements in the OSHA Hazard Communication Standard (29 CFR 1910.1200(h)(1) for
training relative to new chemical hazards in their work area for which employees have not
previously received training. All contractors on the site will be responsible for including the
information in a site-specific health and safety plan and its implementation.
6.4 Storm Water Control and Fugitive Emissions
The General Contractor will be required to prepare a Storm Water Pollution Prevention Plan
(SWPPP) and a Fugitive Dust Control Plan (FDCP) as required by UDEQ, Department of Air
Quality (DAQ) prior to initiating excavation activities. Implementation of the FDCP will be
monitored by Terracon to ensure that appropriate dust suppression measures are
implemented during impacted soil removal and there is no visible dust leaving the site.
6.5 Construction Dewatering
Impacts to groundwater exceeding a screening level were not identified during site
characterization. Construction dewatering may be required to facilitate site development.
The General Contractor will obtain the necessary permits through UDEQ, Division of Water
Quality (DWQ). If construction dewatering plans include an onsite containment pond, a
construction plan will be submitted separately to DWQ for review and approval. All
construction dewatering practices will be addressed in consultation with Lonestar, DERR,
and DWQ prior to implementation.
7.0 Contingency Plans
7.1 Encapsulation of Soils
It is the intent of the RAP that all impacted material be removed from the site. However, in
the event that removal of all impacted material is not practicable, Lonestar and Terracon
will work with DERR to determine if the material can be encapsulated on-site. This will be
accomplished by placing the material beneath hard scaping (such as asphalt or concrete) or
beneath at least 1.5 feet of clean fill, creating a repository. A geotextile or fabric marker
barrier will be placed at the bottom of the repository and at the top of the impacted soil
interval to delineate the boundaries. Repositories will be positioned such that the bottom of
the impacted soil layer is above the seasonal high water level mark. The location and
elevation of any repositories created at the site will be documented in the Site Management
Plan.
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7.2 Segregation / Characterization of Previously Unidentified Potentially
Contaminated Soil
If at any point during excavation of soils at the site, suspect soils are encountered that have
not been previously characterized they will be segregated and evaluated. Soils exhibiting
evidence of impacts by visual, olfactory evidence and/or field screening results above 10
parts per million (ppm), as determined by headspace analysis techniques using a PID, that
was not previously identified will be excavated and stockpiled on impervious surface or
polyethylene sheeting, covered with polyethylene sheeting at the end of each day, and
characterized by laboratory analyses. Stockpiled suspect soil will be sampled at a frequency
of one 5-point composite sample per 100 cubic yards of stockpiled soil.
The soil may be analyzed for one or more of the following parameters to characterize the
impact and use in disposal characterization:
■VOCs by EPA Method 8260
■TPH-GRO, TPH-GRO, and/or TRPH by EPA Methods 8015, 8260B, or 9071B
■RCRA Metals by EPA Methods 6020 and 7471
■Hexavalent chromium by EPA Method 7199
If impacted soils are encountered that report concentrations of contaminants above a
cleanup level, samples may be collected at the extent of excavation to document
concentrations of impacts remaining in soils. If significant soil impacts are identified on-site,
Terracon and the DERR may revise the site’s sampling design to further delineate impacted
areas. If impacted soils are to be left in-place, the location of the impacted interval will be
surveyed and included in the final report to document the location.
7.3 Landfill Debris
A historic landfill is located to the west of the site. Additionally, municipal landfill material
may also be encountered during excavation and construction work. Landfill debris, if
encountered, will be removed from the site. If required, to prevent odors emanating from
the material prior to removal from the site, clean cover material will be placed over the
debris on a temporary basis.
7.4 Unidentified Environmental Concerns
In the event that unidentified environmental concerns are identified during excavation or
other construction activities, work will stop in the area of the concern until Lonestar, Terracon,
and regulatory agency personnel determine an appropriate course of action.
Remedial Action Plan
Lonestar — Former Anderson Auto | Spanish Fork, Utah
April 22, 2025 | Terracon Project No. 61237032
Facilities | Environmental | Geotechnical | Materials 12
8.0 Post Remediation Documentation and Reporting
8.1 RAP Implementation Report
A RAP Implementation Report will be generated to document the remedial activities
conducted at the site. The report will document the location and results of all sampling
conducted at the site, the extent of excavations, the location of any impacted materials
remaining at the site, the final disposition of any impacted soils removed from the site, the
PFAS sampling results, and the installation of the vapor barrier under the residential
buildings. The report will include any deviations from the RAP. The report will also include a
data quality discussion for confirmation samples collected during the RAP implementation
and will provide documentation of off-site material disposition, such as weigh tickets for
materials disposed of at the landfill.
8.2 Environmental Covenant and Site Management Plan
Institutional Controls and Engineering Controls will be used to restrict access to soil, soil
gas, and any impacted material that may remain on site. Lonestar will enter into an
Environmental Covenant (EC) with the DERR that outlines the continuing obligations and
activity and use limitations associated with any impacted material remaining at the site.
The EC will reference a Site Management Plan (SMP) that will define any future site
management requirements, which may include activity and use limitations and/or site
inspection and reporting requirements. The Site Management Plan will include guidance for
inspection and maintenance of the vapor barrier and details of any soil management
needed.
9.0 Project Schedule
Development of the site is anticipated to commence late Spring/Early Summer 2025. The
initial phase will be removal of impacted material. Approximately 1 month has been set
aside for this task. Grading and site preparations will begin after impacted material removal
and are anticipated to take 1½ months. Construction of the residential townhomes is
variable, but is expected to take 8–12 months. The final phase of construction is anticipated
to be completed in approximately November 2026.
Soil excavation and disposal activities will be documented in a report to be prepared within
60 days of completion of soil excavation activities. Documentation of vapor mitigation
activities will also be included in this report or a separate report within 60 days of
completion of building construction activities.
Remedial Action Plan
Lonestar — Former Anderson Auto | Spanish Fork, Utah
April 22, 2025 | Terracon Project No. 61237032
Facilities | Environmental | Geotechnical | Materials 13
10.0 References
IHI Environmental (IHI). (2007, July 31). PHASE II SUBSURFACE INVESTIGATION REPORT,
Anderson Auto Wrecking, 2890 South State Street, Springville, Utah.
IHI Environmental (IHI). (2007, October 24). PHASE II SUPPLEMENTAL SUBSURFACE
INVESTIGATION REPORT, Anderson Auto Wrecking, 2890 South State Street,
Springville, Utah.
Terracon. (2022, September 7). Phase I Environmental Site Assessment, Former Anderson
Auto Wrecking, 2890 South State Street, Spanish Fork City, Utah County, Utah.
Terracon. (2023, January 6). Phase II Environmental Site Assessment, Former Anderson
Auto Wrecking, 2890 South State Street and 1215 North SR 51, Spanish Fork City,
Utah County, Utah.
Terracon. (2024, January 30, Revised 2024, March 28). Quality Assurance Project Plan,
Lonestar Properties LLC — Former Anderson Auto Wrecking Site, 2890 South State
Street, Spanish Fork, Utah County, Utah.
Terracon. (2024, August 24, Revised 2024, December 18). Site Characterization, Lonestar
Properties LLC — Former Anderson Auto Wrecking Site, 2890 South State Street,
Spanish Fork, Utah.
Utah Department of Environmental Quality, Division of Environmental Response and
Remediation (DERR). (2021, November). SITE INSPECTION ANALYTICAL RESULTS
REPORT, Anderson Auto Wrecking Company, Utah County, Utah, UTN000802773.
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:
Apr 2025
Date:
61237032
Project No.:
Former Anderson Auto Wrecking
2890 South State Street
Spanish Fork, Utah
Site Diagram with Redevelopment Plans
2
DD
AST
DATA SOURCES:
ESRI - Basemaps
@A
@A @A @A
@A @A @A
@A
@A
@A
@A
B-3
B-4 B-5 B-6
B-7 B-8
B-9
B-12
B-13
B-14
B-15
SG-3
SG-4
SG-6
SG-9
SS-3
SS-5
SS-4
SS-6
SS-8
SS-9
SS-10
SS-11
SS-7
SS-1 SS-2
SS-12
SS-13
PFAS-1
0 80 16040
Feet
³
³Proposed PFAS Sample Location
Surface Soil Sample (2024)
@A 2022 Soil Boring
2022 Vapor Point
Historical Crusher Area
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:
Apr 2025
Date:
61237032
Project No.:
Former Anderson Auto Wrecking
2890 South State Street
Spanish Fork, Utah
Metals Exceedances in Soil
3
ABA
AST
@A
@A @A @A
@A @A @A
@A
@A
@A
@A
B-3
B-4 B-5 B-6
B-7 B-8
B-9
B-12
B-13
B-14
B-15
SG-3
SG-4
SG-6
SG-9
SS-3
SS-5
SS-4
SS-6
SS-8
SS-9
SS-10
SS-11
SS-7
SS-1 SS-2
SS-12
SS-13
0 80 16040
Feet
³
³Surface Soil Sample (2024)
Previous Sample Location
@A 2022 Soil Boring
2022 Vapor Point
Historical Crusher Area
Approximate Site Boundary
Exceed
ISL
Tier 1 Metals Exceedances in Soil
Residential RSL
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Exhibit
terracon.comPH. 801-545-8500
6952 S High Tech Dr, Ste B
Midvale, UT
Reviewed By:
Drawn By:
Apr 2025
Date:
61237032
Project No.:
Former Anderson Auto Wrecking
2890 South State Street
Spanish Fork, Utah
Petroleum Hydrocarbon Exceedances in Soil
4
ABA
AST
DATA SOURCES:
ESRI - Basemaps
@A
@A @A @A
@A @A @A
@A
@A
@A
@A
B-3
B-4 B-5 B-6
B-7 B-8
B-9
B-12
B-13
B-14
B-15
SG-3
SG-4
SG-6
SG-9
SS-3
SS-5
SS-4
SS-6
SS-8
SS-9
SS-10
SS-11
SS-7
SS-1 SS-2
SS-12
SS-13
0 80 16040
Feet
³
³Surface Soil Sample (2024)
Previous Sample Location
@A 2022 Soil Boring
2022 Vapor Point
Historical Crusher Area
Approximate Site Boundary
Petroleum Hydrocarbon Exceedances in Soil
ISL
Tier 1
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Exhibit
terracon.comPH. 801-545-8500
6952 S High Tech Dr, Ste B
Midvale, UT
Reviewed By:
Drawn By:
Apr 2025
Date:
61237032
Project No.:
Former Anderson Auto Wrecking
2890 South State Street
Spanish Fork, Utah
VOC Exceedances in Soil Gas
5
ABA
AST
@A
@A @A @A
@A @A @A
@A
@A
@A
@A
B-3
B-4 B-5 B-6
B-7 B-8
B-9
B-12
B-13
B-14
B-15
SG-3
SG-4
SG-6
SG-9
SS-3
SS-5
SS-4
SS-6
SS-8
SS-9
SS-10
SS-11
SS-7
SS-1 SS-2
SS-12
SS-13
0 80 16040
Feet
³
³Surface Soil Sample (2024)
Previous Sample Location
@A 2022 Soil Boring
2022 Vapor Point
Approximate Site Boundary
Historical Crusher Area
VOC Exceedances in Soil Gas
Residential VISL
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Exhibit
terracon.comPH. 801-545-8500
6952 S High Tech Dr, Ste B
Midvale, UT
Reviewed By:
Drawn By:
Apr 2025
Date:
61237032
Project No.:
Former Anderson Auto Wrecking
2890 South State Street
Spanish Fork, Utah
RAP Excavation and PFAS Sample Locations
6
DD
AST
DATA SOURCES:
ESRI - Basemaps
@A
@A @A @A
@A @A @A
@A
@A
@A
@A
B-3
B-4 B-5 B-6
B-7 B-8
B-9
B-12
B-13
B-14
B-15
SG-3
SG-4
SG-6
SG-9
SS-3
SS-5
SS-4
SS-6
SS-8
SS-9
SS-10
SS-11
SS-7
SS-1 SS-2
SS-12
SS-13
PFAS-1
0 80 16040
Feet
³
³Proposed PFAS Sample Location
Proposed Excavation Area
Surface Soil Sample (2024)
@A 2022 Soil Boring
2022 Vapor Point
Approximate Soil Stockpile Area
Historical Crusher Area
Approximate Site Boundary
Fill and Native Soil:
Lead (fill)
Hexavalent Chromium (fill)
TPH-DRO (fill and native)
TRPH (fill and native)
Soil Gas
Groundwater:
No contamination noted.Groundwater
Soil Gas:
Benzene
Construction
Worker
Dermal Contact
Ingestion
Inhalation
CONCEPTUAL SITE MODEL
6952 S High Tech Drive
Midvale, Utah 84047
61237032
Employee Resident
Current Use/Future Use
Former Anderson Auto Wrecking
2890 South State Street
Spanish Fork, Utah
Project Manager:
Drawn by:
Checked by:
Approved by:
AST
AA
AA
AST
Exhibit 7
April 2025
Scale:
Project No.
File Name:
Date:
none 7
Exhibit
RECEPTORS
Complete pathway
Incomplete pathway
Soil Dermal Contact
SOURCE INTERACTION
Contamination
Exposure
Medium
Exposure
Route
Ingestion
Appendix B
Analytical Data Tables
Table 1 - Metals in Soil (2024 Investigation)
Former Anderson Auto Wrecking - 2890 South State Street, Spanish Fork, Utah
Terracon Project No. 61237032
Analyte CAS Method Units RSL
Residential
RSL
Industrial Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
ARSENIC 7440-38-2 6010B mg/kg 0.68 3 9.79 0.532 2.05 6.21 0.533 2.06 3.36 0.534 2.06 5.13 0.52 2.01 7.87 0.528 2.04
BARIUM 7440-39-3 6010B mg/kg 15,000 220,000 171 J6 O1 0.0875 0.513 148 0.0877 0.515 160 0.0878 0.515 67.7 0.0855 0.502 190 0.0868 0.509
CADMIUM 7440-43-9 6010B mg/kg 7.14 99.7 0.804 0.0484 0.513 0.635 0.0485 0.515 1.38 0.0485 0.515 0.343 J 0.0473 0.502 0.499 J 0.048 0.509
CHROMIUM 7440-47-3 6010B mg/kg NE NE 19.1 O1 0.137 1.03 36.2 0.137 1.03 23 0.137 1.03 15.8 0.133 1 21.1 0.135 1.02
HEXAVALENT CHROMIUM 18540-29-9 7199 mg/kg 0.95 20 <1.03 J6 0.262 1.03 <1.03 0.263 1.03 <1.03 0.263 1.03 <1.00 0.256 1 <1.02 0.26 1.02
LEAD 7439-92-1 6010B mg/kg 200 800 30.7 0.214 0.513 35.3 0.214 0.515 59 0.214 0.515 12.8 0.209 0.502 16.1 0.212 0.509
MERCURY 7439-97-6 7471A mg/kg 11 45.6 <0.0411 0.0185 0.0411 0.02 J 0.0185 0.0412 0.0312 J 0.0185 0.041 <0.0401 0.0181 0.0401 <0.0407 0.0183 0.0407
SELENIUM 7782-49-2 6010B mg/kg 390 5,800 <2.05 0.785 2.05 <2.06 0.787 2.06 <2.06 0.787 2.06 <2.01 0.767 2.01 <2.04 0.778 2.04
SILVER 7440-22-4 6010B mg/kg 390 5,800 <1.03 0.13 1.03 <1.03 0.131 1.03 <1.03 0.131 1.03 <1.00 0.127 1 <1.02 0.129 1.02
Qualifiers (Q):
mg/kg:Milligrams per kilogram. <: Less than Reported Detection Limit (RDL).
Bold value exceeds Method Detection Limit (MDL). NE - Not Established
Color shaded value exceeds screening level.
Blue italicized non-detect results (e.g.,<0.0100 ) exceed one or more of the screening levels.
L1748255-02
Date Collected
L1748255-01
6/18/2024
SS-1 SS-2
6/18/2024
J - The identification of the analyte is acceptable; the reported value is an estimate.
Lab Sample ID
Client Sample ID
EPA RSL:Environmental Protection Agency Regional Screening Levels for soil at
residential (Res.) and industrial (Ind.) properties (November 2024; TR=1E-06;
THQ=1.0).
B - The same analyte is found in the associated blank.
J6 - The sample matrix interfered with the ability to make any accurate
determination; spike value is low.
O1 - The analyte failed the method required serial dilution test and/or subsequent
post-spike criteria. These failures indicate matrix interference.
L1748255-03 L1748255-04 L1748255-05
6/18/2024 6/18/2024 6/18/2024
SS-3 SS-4 SS-5
Page 1 of 3
Table 1 - Metals in Soil (2024 Investigation)
Former Anderson Auto Wrecking - 2890 South State Street, Spanish Fork, Utah
Terracon Project No. 61237032
Analyte CAS Method Units RSL
Residential
RSL
Industrial
ARSENIC 7440-38-2 6010B mg/kg 0.68 3
BARIUM 7440-39-3 6010B mg/kg 15,000 220,000
CADMIUM 7440-43-9 6010B mg/kg 7.14 99.7
CHROMIUM 7440-47-3 6010B mg/kg NE NE
HEXAVALENT CHROMIUM 18540-29-9 7199 mg/kg 0.95 20
LEAD 7439-92-1 6010B mg/kg 200 800
MERCURY 7439-97-6 7471A mg/kg 11 45.6
SELENIUM 7782-49-2 6010B mg/kg 390 5,800
SILVER 7440-22-4 6010B mg/kg 390 5,800
Qualifiers (Q):
mg/kg:Milligrams per kilogram. <: Less than Reported Detection Limit (RDL).
Bold value exceeds Method Detection Limit (MDL). NE - Not Established
Color shaded value exceeds screening level.
Blue italicized non-detect results (e.g.,<0.0100 ) exceed one or more of the screening levels.
Date Collected
J - The identification of the analyte is acceptable; the reported value is an estimate.
Lab Sample ID
Client Sample ID
EPA RSL:Environmental Protection Agency Regional Screening Levels for soil at
residential (Res.) and industrial (Ind.) properties (November 2024; TR=1E-06;
THQ=1.0).
B - The same analyte is found in the associated blank.
J6 - The sample matrix interfered with the ability to make any accurate
determination; spike value is low.
O1 - The analyte failed the method required serial dilution test and/or subsequent
post-spike criteria. These failures indicate matrix interference.
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
4.6 0.529 2.04 6.62 0.524 2.02 13.1 0.525 2.03 6.37 0.524 2.02 6.92 0.525 2.03
107 0.087 0.511 70.3 0.0862 0.506 114 0.0863 0.507 197 0.0861 0.505 191 0.0863 0.506
0.663 0.0481 0.511 0.458 J 0.0476 0.506 0.989 0.0477 0.507 1.84 0.0476 0.505 0.962 0.0477 0.506
15.4 0.136 1.02 14.7 0.135 1.01 17 0.135 1.01 30.2 0.134 1.01 26.9 0.135 1.01
<1.02 0.26 1.02 <1.01 J6 0.258 1.01 0.335 J 0.258 1.01 <1.01 0.258 1.01 <1.01 0.258 1.01
34.8 0.212 0.511 11 0.21 0.506 48 0.211 0.507 108 0.21 0.505 55.3 0.211 0.506
0.0243 J 0.0184 0.0409 <0.0405 0.0182 0.0405 <0.0405 0.0182 0.0405 0.0376 J 0.0182 0.0404 0.0207 J 0.0182 0.0405
<2.04 0.78 2.04 <2.02 0.773 2.02 <2.03 0.774 2.03 <2.02 0.772 2.02 <2.03 0.774 2.03
<1.02 0.13 1.02 <1.01 0.128 1.01 <1.01 0.129 1.01 <1.01 0.128 1.01 <1.01 0.129 1.01
L1748255-11
SS-11
6/18/2024
SS-7
6/18/2024 6/18/2024
L1748255-09
SS-9
6/18/2024
L1748255-07 L1748255-08
SS-8
L1748255-06
6/18/2024
SS-6
Page 2 of 3
Table 1 - Metals in Soil (2024 Investigation)
Former Anderson Auto Wrecking - 2890 South State Street, Spanish Fork, Utah
Terracon Project No. 61237032
Analyte CAS Method Units RSL
Residential
RSL
Industrial
ARSENIC 7440-38-2 6010B mg/kg 0.68 3
BARIUM 7440-39-3 6010B mg/kg 15,000 220,000
CADMIUM 7440-43-9 6010B mg/kg 7.14 99.7
CHROMIUM 7440-47-3 6010B mg/kg NE NE
HEXAVALENT CHROMIUM 18540-29-9 7199 mg/kg 0.95 20
LEAD 7439-92-1 6010B mg/kg 200 800
MERCURY 7439-97-6 7471A mg/kg 11 45.6
SELENIUM 7782-49-2 6010B mg/kg 390 5,800
SILVER 7440-22-4 6010B mg/kg 390 5,800
Qualifiers (Q):
mg/kg:Milligrams per kilogram. <: Less than Reported Detection Limit (RDL).
Bold value exceeds Method Detection Limit (MDL). NE - Not Established
Color shaded value exceeds screening level.
Blue italicized non-detect results (e.g.,<0.0100 ) exceed one or more of the screening levels.
Date Collected
J - The identification of the analyte is acceptable; the reported value is an estimate.
Lab Sample ID
Client Sample ID
EPA RSL:Environmental Protection Agency Regional Screening Levels for soil at
residential (Res.) and industrial (Ind.) properties (November 2024; TR=1E-06;
THQ=1.0).
B - The same analyte is found in the associated blank.
J6 - The sample matrix interfered with the ability to make any accurate
determination; spike value is low.
O1 - The analyte failed the method required serial dilution test and/or subsequent
post-spike criteria. These failures indicate matrix interference.
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
3.94 0.522 2.01 4.49 0.546 2.11 7.67 0.527 2.04 3.87 0.521 2.01
185 0.0858 0.504 228 0.0899 0.527 200 0.0867 0.509 175 0.0857 0.503
1.57 0.0474 0.504 1.78 0.0497 0.527 0.415 B J 0.0479 0.509 1.27 0.0474 0.503
45.5 0.134 1.01 30.9 0.14 1.05 18.2 0.135 1.02 49.9 0.134 1.01
<1.01 0.257 1.01 <1.05 0.269 1.05 <1.02 0.259 1.02 <1.01 0.257 1.01
112 0.21 0.504 162 0.219 0.527 13.2 0.212 0.509 141 0.209 0.503
0.0346 J 0.0181 0.0403 0.0421 J 0.019 0.0422 <0.0407 0.0183 0.0407 0.0279 J 0.0181 0.0403
<2.01 0.77 2.01 <2.11 0.806 2.11 <2.04 0.777 2.04 1.03 J 0.769 2.01
<1.01 0.128 1.01 <1.05 0.134 1.05 <1.02 0.129 1.02 1.47 0.128 1.01
SS-50
6/18/2024
SS-120
6/18/2024
L1748255-12 L1748255-13 L1748255-14 L1748255-16
SS-12
6/18/2024
SS-13
6/18/2024
Page 3 of 3
Table 2 - VOCs and Petroleum Hydrocarbons in Soil (2024 Investigation)
Former Anderson Auto Wrecking - 2890 South State Street, Spanish Fork, Utah
Terracon Project No. 61237032
Analyte CAS Method Units RSL
Residential
RSL
Industrial ISL Tier 1 Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
TPH-GRO 8006-61-9 8260B mg/kg NE NE 150 1500 <0.513 0.188 0.513 <0.515 0.188 0.515 0.247 J 0.189 0.515
TPH-DRO 68334-30-5 8015 mg/kg NE NE 500 5000 113 J3 J5 7.9 41.1 39 3.96 20.6 86.1 0.792 4.12
TRPH NE 9071B mg/kg NE NE 1000 10000 769 J3 J5 J6 33.9 103 689 34 103 246 34 103
ACETONE 67-64-1 8260B mg/kg 70000 1100000 NE NE 0.0346 J J3 J4 0.0213 0.0513 0.0514 J J4 0.0213 0.0515 0.108 0.0213 0.0515
ACRYLONITRILE 107-13-1 8260B mg/kg 0.25 1.1 NE NE <0.0103 J3 0.00207 0.0103 <0.0103 0.00208 0.0103 <0.0103 0.00208 0.0103
BENZENE 71-43-2 8260B mg/kg 1.2 5.1 0.2 0.9 0.00173 J3 0.00039 0.001 0.00243 0.00039 0.001 0.00737 0.00039 0.001
BROMOBENZENE 108-86-1 8260B mg/kg 290 1800 NE NE <0.00103 J3 J6 0.00028 0.001 <0.00103 0.00028 0.001 <0.00103 0.00028 0.001
BROMODICHLOROMETHANE 75-27-4 8260B mg/kg 0.29 1.3 NE NE <0.00103 J3 0.00074 0.001 <0.00103 0.00075 0.001 <0.00103 J4 0.00075 0.001
BROMOFORM 75-25-2 8260B mg/kg 19 86 NE NE <0.00103 J3 0.00044 0.001 <0.00103 0.00044 0.001 <0.00103 0.00044 0.001
BROMOMETHANE 74-83-9 8260B mg/kg 6.8 30 NE NE <0.00513 J3 J5 0.0012 0.0051 <0.00515 0.0012 0.0052 <0.00515 0.00121 0.0052
N-BUTYLBENZENE 104-51-8 8260B mg/kg 3900 58000 NE NE <0.00103 J3 J6 0.00027 0.001 <0.00103 0.00027 0.001 <0.00103 0.00027 0.001
SEC-BUTYLBENZENE 135-98-8 8260B mg/kg 7800 120000 NE NE <0.00103 J3 J6 0.00021 0.001 <0.00103 0.00021 0.001 <0.00103 0.00021 0.001
TERT-BUTYLBENZENE 98-06-6 8260B mg/kg 7800 120000 NE NE <0.00103 J3 J6 0.00021 0.001 <0.00103 0.00021 0.001 <0.00103 0.00021 0.001
CARBON TETRACHLORIDE 56-23-5 8260B mg/kg 0.65 2.9 NE NE <0.00103 J3 0.00026 0.001 <0.00103 0.00026 0.001 <0.00103 0.00026 0.001
CHLOROBENZENE 108-90-7 8260B mg/kg 280 1300 NE NE <0.00103 J3 J6 0.0002 0.001 <0.00103 0.0002 0.001 <0.00103 0.0002 0.001
CHLORODIBROMOMETHANE 124-48-1 8260B mg/kg 8.3 39 NE NE <0.00103 J3 0.00023 0.001 <0.00103 0.00023 0.001 <0.00103 0.00023 0.001
CHLOROETHANE 75-00-3 8260B mg/kg 5400 23000 NE NE <0.00513 J3 0.00103 0.0051 <0.00515 0.00103 0.0052 <0.00515 0.00103 0.0052
CHLOROFORM 67-66-3 8260B mg/kg 0.32 1.4 NE NE <0.00513 J3 0.00106 0.0051 <0.00515 0.00106 0.0052 <0.00515 0.00106 0.0052
CHLOROMETHANE 74-87-3 8260B mg/kg 110 460 NE NE <0.00257 J3 0.00067 0.0026 <0.00257 0.00067 0.0026 <0.00258 0.00067 0.0026
2-CHLOROTOLUENE 95-49-8 8260B mg/kg 1600 23000 NE NE <0.00103 J3 J6 0.00023 0.001 <0.00103 0.00023 0.001 <0.00103 0.00023 0.001
4-CHLOROTOLUENE 106-43-4 8260B mg/kg 1600 23000 NE NE <0.00103 J3 J6 0.00071 0.001 <0.00103 0.00071 0.001 <0.00103 0.00071 0.001
1,2-DIBROMO-3-CHLOROPROPANE 96-12-8 8260B mg/kg 0.0053 0.064 NE NE <0.00513 J3 0.00195 0.0051 <0.00515 0.00196 0.0052 <0.00515 0.00196 0.0052
1,2-DIBROMOETHANE 106-93-4 8260B mg/kg 0.036 0.16 NE NE <0.00103 J3 0.00026 0.001 <0.00103 0.00026 0.001 <0.00103 0.00026 0.001
DIBROMOMETHANE 74-95-3 8260B mg/kg 24 99 NE NE <0.00103 J3 0.00036 0.001 <0.00103 0.00036 0.001 <0.00103 J4 0.00036 0.001
1,2-DICHLOROBENZENE 95-50-1 8260B mg/kg 1800 9300 NE NE <0.00103 J3 J6 0.00044 0.001 <0.00103 0.00044 0.001 <0.00103 0.00044 0.001
1,3-DICHLOROBENZENE 541-73-1 8260B mg/kg NE NE NE NE <0.00103 J3 J6 0.00062 0.001 <0.00103 0.00062 0.001 <0.00103 0.00062 0.001
1,4-DICHLOROBENZENE 106-46-7 8260B mg/kg 2.6 11 NE NE <0.00103 J3 J6 0.00085 0.001 <0.00103 0.00086 0.001 <0.00103 0.00086 0.001
DICHLORODIFLUOROMETHANE 75-71-8 8260B mg/kg 87 370 NE NE <0.00513 J3 0.0003 0.0051 <0.00515 0.0003 0.0052 <0.00515 0.0003 0.0052
1,1-DICHLOROETHANE 75-34-3 8260B mg/kg 3.6 16 NE NE <0.00103 J3 0.00028 0.001 <0.00103 0.00028 0.001 <0.00103 0.00028 0.001
1,2-DICHLOROETHANE 107-06-2 8260B mg/kg 0.46 2 NE NE <0.00103 J3 0.00046 0.001 <0.00103 0.00046 0.001 <0.00103 0.00046 0.001
1,1-DICHLOROETHENE 75-35-4 8260B mg/kg 230 1000 NE NE <0.00103 J3 0.00037 0.001 <0.00103 0.00037 0.001 <0.00103 0.00037 0.001
CIS-1,2-DICHLOROETHENE 156-59-2 8260B mg/kg 63 370 NE NE <0.00103 J3 0.00049 0.001 <0.00103 0.00049 0.001 <0.00103 0.00049 0.001
TRANS-1,2-DICHLOROETHENE 156-60-5 8260B mg/kg 70 300 NE NE <0.00103 J3 0.00051 0.001 <0.00103 0.00052 0.001 <0.00103 0.00052 0.001
1,2-DICHLOROPROPANE 78-87-5 8260B mg/kg 2.5 11 NE NE <0.00103 J3 0.00017 0.001 <0.00103 0.00017 0.001 <0.00103 0.00017 0.001
1,1-DICHLOROPROPENE 563-58-6 8260B mg/kg NE NE NE NE <0.00103 J3 0.00039 0.001 <0.00103 0.00039 0.001 <0.00103 0.00039 0.001
1,3-DICHLOROPROPANE 142-28-9 8260B mg/kg 1600 23000 NE NE <0.00103 J3 0.00023 0.001 <0.00103 0.00023 0.001 <0.00103 0.00023 0.001
CIS-1,3-DICHLOROPROPENE 10061-01-5 8260B mg/kg NE NE NE NE <0.00103 J3 0.00044 0.001 <0.00103 0.00044 0.001 <0.00103 0.00044 0.001
TRANS-1,3-DICHLOROPROPENE 10061-02-6 8260B mg/kg NE NE NE NE <0.00103 J3 0.00069 0.001 <0.00103 0.0007 0.001 <0.00103 0.0007 0.001
2,2-DICHLOROPROPANE 594-20-7 8260B mg/kg NE NE NE NE <0.00103 J3 0.00039 0.001 <0.00103 0.00039 0.001 <0.00103 0.00039 0.001
DI-ISOPROPYL ETHER 108-20-3 8260B mg/kg 2200 9400 NE NE <0.00103 J3 0.00023 0.001 <0.00103 0.00023 0.001 <0.00103 0.00023 0.001
ETHYLBENZENE 100-41-4 8260B mg/kg 5.8 25 5 23 0.00082 J J3 0.00031 0.001 0.000912 J 0.00031 0.001 0.00282 0.00031 0.001
HEXACHLORO-1,3-BUTADIENE 87-68-3 8260B mg/kg 1.2 5.3 NE NE <0.00103 J3 J6 0.00035 0.001 <0.00103 0.00035 0.001 <0.00103 0.00035 0.001
ISOPROPYLBENZENE 98-82-8 8260B mg/kg 1900 9900 NE NE <0.00103 J3 J6 0.00044 0.001 <0.00103 0.00044 0.001 <0.00103 0.00044 0.001
P-ISOPROPYLTOLUENE 99-87-6 8260B mg/kg NE NE NE NE <0.00103 J3 J6 0.00021 0.001 <0.00103 0.00021 0.001 <0.00103 0.00021 0.001
2-BUTANONE (MEK)78-93-3 8260B mg/kg 27000 190000 NE NE 0.00536 J J3 0.00481 0.0103 0.00702 J 0.00482 0.0103 0.0195 0.00482 0.0103
L1748255-02 L1748255-03Lab Sample ID L1748255-01
Date Collected 6/18/2024 6/18/2024 6/18/2024
Client Sample ID SS-1 SS-2 SS-3
Page 1 of 10
Table 2 - VOCs and Petroleum Hydrocarbons in Soil (2024 Investigation)
Former Anderson Auto Wrecking - 2890 South State Street, Spanish Fork, Utah
Terracon Project No. 61237032
Analyte CAS Method Units RSL
Residential
RSL
Industrial ISL Tier 1 Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
L1748255-02 L1748255-03Lab Sample ID L1748255-01
Date Collected 6/18/2024 6/18/2024 6/18/2024
Client Sample ID SS-1 SS-2 SS-3
METHYLENE CHLORIDE 75-09-2 8260B mg/kg 57 1000 NE NE 0.00136 B J J3 J4 0.00103 0.0051 0.00108 B J J4 0.00103 0.0052 0.00339 B J 0.00103 0.0052
4-METHYL-2-PENTANONE (MIBK)108-10-1 8260B mg/kg 33000 140000 NE NE 0.00143 J J3 0.00098 0.0103 0.00229 J 0.00098 0.0103 0.00369 J 0.00098 0.0103
METHYL TERT-BUTYL ETHER 1634-04-4 8260B mg/kg 47 210 0.3 0.3 <0.00103 J3 0.00036 0.001 <0.00103 0.00036 0.001 <0.00103 0.00036 0.001
NAPHTHALENE 91-20-3 8260B mg/kg 2 8.6 51 51 <0.00513 J3 J6 0.00511 0.0051 <0.00515 0.00513 0.0052 <0.00515 0.00513 0.0052
N-PROPYLBENZENE 103-65-1 8260B mg/kg 3800 24000 NE NE <0.00103 J3 J6 0.00021 0.001 <0.00103 0.00021 0.001 0.000418 J 0.00021 0.001
STYRENE 100-42-5 8260B mg/kg 6000 35000 NE NE <0.00103 J3 J6 0.00023 0.001 <0.00103 0.00023 0.001 <0.00103 0.00023 0.001
1,1,1,2-TETRACHLOROETHANE 630-20-6 8260B mg/kg 2 8.8 NE NE <0.00103 J3 0.0003 0.001 <0.00103 0.00031 0.001 <0.00103 0.00031 0.001
1,1,2,2-TETRACHLOROETHANE 79-34-5 8260B mg/kg 0.6 2.7 NE NE <0.00103 J3 0.00024 0.001 <0.00103 0.00024 0.001 <0.00103 0.00024 0.001
1,1,2-TRICHLOROTRIFLUOROETHANE 76-13-1 8260B mg/kg 6700 28000 NE NE <0.00103 J3 0.00044 0.001 <0.00103 0.00044 0.001 <0.00103 0.00044 0.001
TETRACHLOROETHENE 127-18-4 8260B mg/kg 24 100 NE NE <0.00103 J3 0.00033 0.001 <0.00103 0.00034 0.001 <0.00103 0.00034 0.001
TOLUENE 108-88-3 8260B mg/kg 4900 47000 9 25 0.00209 J J3 0.00126 0.0051 0.00311 J 0.00127 0.0052 0.00778 0.00127 0.0052
1,2,3-TRICHLOROBENZENE 87-61-6 8260B mg/kg 63 930 NE NE <0.00103 J3 J6 0.00031 0.001 <0.00103 0.00032 0.001 <0.00103 0.00032 0.001
1,2,4-TRICHLOROBENZENE 120-82-1 8260B mg/kg 24 110 NE NE <0.00103 J3 J6 0.0004 0.001 <0.00103 0.0004 0.001 <0.00103 0.0004 0.001
1,1,1-TRICHLOROETHANE 71-55-6 8260B mg/kg 8100 36000 NE NE <0.00103 J3 0.00038 0.001 <0.00103 0.00038 0.001 <0.00103 0.00038 0.001
1,1,2-TRICHLOROETHANE 79-00-5 8260B mg/kg 1.1 5 NE NE <0.00103 J3 0.00044 0.001 <0.00103 0.00044 0.001 <0.00103 0.00044 0.001
TRICHLOROETHENE 79-01-6 8260B mg/kg 0.94 6 NE NE <0.00103 J3 0.00021 0.001 <0.00103 0.00021 0.001 <0.00103 0.00021 0.001
TRICHLOROFLUOROMETHANE 75-69-4 8260B mg/kg 23000 350000 NE NE <0.00513 J3 0.00037 0.0051 <0.00515 0.00037 0.0052 <0.00515 0.00037 0.0052
1,2,3-TRICHLOROPROPANE 96-18-4 8260B mg/kg 0.0051 0.11 NE NE <0.00257 J3 0.00025 0.0026 <0.00257 0.00025 0.0026 <0.00258 0.00025 0.0026
1,2,4-TRIMETHYLBENZENE 95-63-6 8260B mg/kg 300 1800 NE NE 0.00031 J J3 J6 0.00022 0.001 0.000322 J 0.00022 0.001 0.000786 J 0.00022 0.001
1,2,3-TRIMETHYLBENZENE 526-73-8 8260B mg/kg 340 2000 NE NE <0.00103 J3 J6 0.0003 0.001 <0.00103 0.0003 0.001 0.000353 J 0.0003 0.001
1,3,5-TRIMETHYLBENZENE 108-67-8 8260B mg/kg 270 1500 NE NE <0.00103 J3 J6 0.00027 0.001 <0.00103 0.00027 0.001 0.000284 J 0.00027 0.001
VINYL CHLORIDE 75-01-4 8260B mg/kg 0.059 1.7 NE NE <0.00103 J3 0.00023 0.001 <0.00103 0.00023 0.001 <0.00103 0.00023 0.001
XYLENES, TOTAL 1330-20-7 8260B mg/kg 580 2500 142 142 0.00085 J J3 J6 0.00051 0.0031 0.0011 J 0.00052 0.0031 0.00293 J 0.00052 0.0031
Qualifiers (Q):
NE:Not Established.<:Less than Reported Detection Limit (RDL).
mg/kg:Milligrams per kilogram.
Blue italicized non-detect results (e.g.,<0.0100 ) exceed one or more of the screening levels.
Color shaded value exceeds screening level.
Bold value exceeds Method Detection Limit (MDL).
EPA RSL: Environmental Protection Agency Regional Screening Levels for soil at residential (Res.) and industrial
(Ind.) properties (May 2024; TR=1E-06; THQ=1.0).
Utah's Initial Screening Levels (ISLs) and risk-based Tier 1 Screening Levels (Tier 1) for petroleum releases at
leaking underground storage tank sites
B: The same analyte is found in the associated blank.J: The identification of the analyte
is acceptable; the reported value is an estimate.J3: The associated batch QC was outside
the established quality control range for precision.J4: The associated batch QC was
outside the established quality control range for accuracy J5: The sample matrix interfered
with the ability to make any accurate determination; spike value is high.J6: The sample
matrix interfered with the ability to make any accurate determination; spike value is low.
Page 2 of 10
Table 2 - VOCs and Petroleum Hydrocarbons in Soil (2024 Investigation)
Former Anderson Auto Wrecking - 2890 South State Street, Spanish Fork, Utah
Terracon Project No. 61237032
Analyte CAS Method Units RSL
Residential
RSL
Industrial ISL Tier 1
TPH-GRO 8006-61-9 8260B mg/kg NE NE 150 1500
TPH-DRO 68334-30-5 8015 mg/kg NE NE 500 5000
TRPH NE 9071B mg/kg NE NE 1000 10000
ACETONE 67-64-1 8260B mg/kg 70000 1100000 NE NE
ACRYLONITRILE 107-13-1 8260B mg/kg 0.25 1.1 NE NE
BENZENE 71-43-2 8260B mg/kg 1.2 5.1 0.2 0.9
BROMOBENZENE 108-86-1 8260B mg/kg 290 1800 NE NE
BROMODICHLOROMETHANE 75-27-4 8260B mg/kg 0.29 1.3 NE NE
BROMOFORM 75-25-2 8260B mg/kg 19 86 NE NE
BROMOMETHANE 74-83-9 8260B mg/kg 6.8 30 NE NE
N-BUTYLBENZENE 104-51-8 8260B mg/kg 3900 58000 NE NE
SEC-BUTYLBENZENE 135-98-8 8260B mg/kg 7800 120000 NE NE
TERT-BUTYLBENZENE 98-06-6 8260B mg/kg 7800 120000 NE NE
CARBON TETRACHLORIDE 56-23-5 8260B mg/kg 0.65 2.9 NE NE
CHLOROBENZENE 108-90-7 8260B mg/kg 280 1300 NE NE
CHLORODIBROMOMETHANE 124-48-1 8260B mg/kg 8.3 39 NE NE
CHLOROETHANE 75-00-3 8260B mg/kg 5400 23000 NE NE
CHLOROFORM 67-66-3 8260B mg/kg 0.32 1.4 NE NE
CHLOROMETHANE 74-87-3 8260B mg/kg 110 460 NE NE
2-CHLOROTOLUENE 95-49-8 8260B mg/kg 1600 23000 NE NE
4-CHLOROTOLUENE 106-43-4 8260B mg/kg 1600 23000 NE NE
1,2-DIBROMO-3-CHLOROPROPANE 96-12-8 8260B mg/kg 0.0053 0.064 NE NE
1,2-DIBROMOETHANE 106-93-4 8260B mg/kg 0.036 0.16 NE NE
DIBROMOMETHANE 74-95-3 8260B mg/kg 24 99 NE NE
1,2-DICHLOROBENZENE 95-50-1 8260B mg/kg 1800 9300 NE NE
1,3-DICHLOROBENZENE 541-73-1 8260B mg/kg NE NE NE NE
1,4-DICHLOROBENZENE 106-46-7 8260B mg/kg 2.6 11 NE NE
DICHLORODIFLUOROMETHANE 75-71-8 8260B mg/kg 87 370 NE NE
1,1-DICHLOROETHANE 75-34-3 8260B mg/kg 3.6 16 NE NE
1,2-DICHLOROETHANE 107-06-2 8260B mg/kg 0.46 2 NE NE
1,1-DICHLOROETHENE 75-35-4 8260B mg/kg 230 1000 NE NE
CIS-1,2-DICHLOROETHENE 156-59-2 8260B mg/kg 63 370 NE NE
TRANS-1,2-DICHLOROETHENE 156-60-5 8260B mg/kg 70 300 NE NE
1,2-DICHLOROPROPANE 78-87-5 8260B mg/kg 2.5 11 NE NE
1,1-DICHLOROPROPENE 563-58-6 8260B mg/kg NE NE NE NE
1,3-DICHLOROPROPANE 142-28-9 8260B mg/kg 1600 23000 NE NE
CIS-1,3-DICHLOROPROPENE 10061-01-5 8260B mg/kg NE NE NE NE
TRANS-1,3-DICHLOROPROPENE 10061-02-6 8260B mg/kg NE NE NE NE
2,2-DICHLOROPROPANE 594-20-7 8260B mg/kg NE NE NE NE
DI-ISOPROPYL ETHER 108-20-3 8260B mg/kg 2200 9400 NE NE
ETHYLBENZENE 100-41-4 8260B mg/kg 5.8 25 5 23
HEXACHLORO-1,3-BUTADIENE 87-68-3 8260B mg/kg 1.2 5.3 NE NE
ISOPROPYLBENZENE 98-82-8 8260B mg/kg 1900 9900 NE NE
P-ISOPROPYLTOLUENE 99-87-6 8260B mg/kg NE NE NE NE
2-BUTANONE (MEK)78-93-3 8260B mg/kg 27000 190000 NE NE
Lab Sample ID
Date Collected
Client Sample ID
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
<0.502 0.184 0.502 <0.509 0.186 0.509 <0.633 0.232 0.633
179 J 38.6 201 32.3 J 7.83 40.7 29.5 3.93 20.4
9460 331 1000 90.7 J 33.6 102 531 33.7 102
0.148 J4 0.0208 0.0502 <0.0509 J4 0.0211 0.0509 0.0566 J J4 0.0262 0.0633
<0.0100 0.00203 0.01 <0.0102 0.00206 0.0102 <0.0127 0.00255 0.0127
0.00167 0.00038 0.001 0.00473 0.00038 0.001 0.00443 0.00048 0.0013
<0.00100 0.00028 0.001 <0.00102 0.00028 0.001 <0.00127 0.00035 0.0013
<0.00100 0.00073 0.001 <0.00102 0.00074 0.001 <0.00127 0.00092 0.0013
<0.00100 0.00043 0.001 <0.00102 0.00043 0.001 <0.00127 0.00054 0.0013
<0.00502 0.00117 0.005 <0.00509 0.00119 0.0051 <0.00633 0.00148 0.0063
<0.00100 0.00026 0.001 <0.00102 0.00026 0.001 <0.00127 0.00033 0.0013
<0.00100 0.0002 0.001 <0.00102 0.00021 0.001 <0.00127 0.00025 0.0013
<0.00100 0.00021 0.001 <0.00102 0.00021 0.001 <0.00127 0.00026 0.0013
<0.00100 0.00025 0.001 <0.00102 0.00025 0.001 <0.00127 0.00032 0.0013
<0.00100 0.00019 0.001 <0.00102 0.0002 0.001 <0.00127 0.00024 0.0013
<0.00100 0.00023 0.001 <0.00102 0.00023 0.001 <0.00127 0.00028 0.0013
<0.00502 0.001 0.005 <0.00509 0.00102 0.0051 <0.00633 0.00127 0.0063
<0.00502 0.00103 0.005 <0.00509 0.00105 0.0051 <0.00633 0.00131 0.0063
<0.00251 0.00065 0.0025 <0.00255 0.00066 0.0026 <0.00317 0.00082 0.0032
<0.00100 0.00023 0.001 <0.00102 0.00023 0.001 <0.00127 0.00029 0.0013
<0.00100 0.00069 0.001 <0.00102 0.0007 0.001 <0.00127 0.00088 0.0013
<0.00502 0.00191 0.005 <0.00509 0.00193 0.0051 <0.00633 0.00241 0.0063
<0.00100 0.00025 0.001 <0.00102 0.00026 0.001 <0.00127 0.00032 0.0013
<0.00100 0.00035 0.001 <0.00102 0.00036 0.001 <0.00127 0.00044 0.0013
<0.00100 0.00043 0.001 <0.00102 0.00043 0.001 <0.00127 0.00054 0.0013
<0.00100 0.0006 0.001 <0.00102 0.00061 0.001 <0.00127 0.00076 0.0013
<0.00100 0.00083 0.001 <0.00102 0.00085 0.001 <0.00127 0.00105 0.0013
<0.00502 0.00029 0.005 <0.00509 0.00029 0.0051 <0.00633 0.00036 0.0063
<0.00100 0.00027 0.001 <0.00102 0.00027 0.001 <0.00127 0.00034 0.0013
<0.00100 0.00045 0.001 <0.00102 0.00046 0.001 <0.00127 0.00057 0.0013
<0.00100 0.00036 0.001 <0.00102 0.00036 0.001 <0.00127 0.00045 0.0013
<0.00100 0.00048 0.001 <0.00102 0.00048 0.001 <0.00127 0.0006 0.0013
<0.00100 0.0005 0.001 <0.00102 0.00051 0.001 <0.00127 0.00063 0.0013
<0.00100 0.00017 0.001 <0.00102 0.00017 0.001 <0.00127 0.00021 0.0013
<0.00100 0.00038 0.001 <0.00102 0.00038 0.001 <0.00127 0.00048 0.0013
<0.00100 0.00023 0.001 <0.00102 0.00023 0.001 <0.00127 0.00029 0.0013
<0.00100 0.00043 0.001 <0.00102 0.00043 0.001 <0.00127 0.00054 0.0013
<0.00100 0.00068 0.001 <0.00102 0.00069 0.001 <0.00127 0.00086 0.0013
<0.00100 0.00038 0.001 <0.00102 0.00038 0.001 <0.00127 0.00048 0.0013
<0.00100 0.00022 0.001 <0.00102 0.00023 0.001 <0.00127 0.00028 0.0013
0.00068 J 0.0003 0.001 0.00303 0.00031 0.001 0.00172 0.00038 0.0013
<0.00100 0.00034 0.001 <0.00102 0.00035 0.001 <0.00127 0.00043 0.0013
<0.00100 0.00043 0.001 <0.00102 0.00043 0.001 <0.00127 0.00054 0.0013
<0.00100 0.00021 0.001 <0.00102 0.00021 0.001 <0.00127 0.00026 0.0013
0.0294 0.0047 0.01 0.00842 J 0.00477 0.0102 0.0112 J 0.00592 0.0127
L1748255-04 L1748255-06
SS-5 SS-6
L1748255-05
6/18/2024 6/18/2024 6/18/2024
SS-4
Page 3 of 10
Table 2 - VOCs and Petroleum Hydrocarbons in Soil (2024 Investigation)
Former Anderson Auto Wrecking - 2890 South State Street, Spanish Fork, Utah
Terracon Project No. 61237032
Analyte CAS Method Units RSL
Residential
RSL
Industrial ISL Tier 1
TPH-GRO 8006-61-9 8260B mg/kg NE NE 150 1500
Lab Sample ID
Date Collected
Client Sample ID
METHYLENE CHLORIDE 75-09-2 8260B mg/kg 57 1000 NE NE
4-METHYL-2-PENTANONE (MIBK)108-10-1 8260B mg/kg 33000 140000 NE NE
METHYL TERT-BUTYL ETHER 1634-04-4 8260B mg/kg 47 210 0.3 0.3
NAPHTHALENE 91-20-3 8260B mg/kg 2 8.6 51 51
N-PROPYLBENZENE 103-65-1 8260B mg/kg 3800 24000 NE NE
STYRENE 100-42-5 8260B mg/kg 6000 35000 NE NE
1,1,1,2-TETRACHLOROETHANE 630-20-6 8260B mg/kg 2 8.8 NE NE
1,1,2,2-TETRACHLOROETHANE 79-34-5 8260B mg/kg 0.6 2.7 NE NE
1,1,2-TRICHLOROTRIFLUOROETHANE 76-13-1 8260B mg/kg 6700 28000 NE NE
TETRACHLOROETHENE 127-18-4 8260B mg/kg 24 100 NE NE
TOLUENE 108-88-3 8260B mg/kg 4900 47000 9 25
1,2,3-TRICHLOROBENZENE 87-61-6 8260B mg/kg 63 930 NE NE
1,2,4-TRICHLOROBENZENE 120-82-1 8260B mg/kg 24 110 NE NE
1,1,1-TRICHLOROETHANE 71-55-6 8260B mg/kg 8100 36000 NE NE
1,1,2-TRICHLOROETHANE 79-00-5 8260B mg/kg 1.1 5 NE NE
TRICHLOROETHENE 79-01-6 8260B mg/kg 0.94 6 NE NE
TRICHLOROFLUOROMETHANE 75-69-4 8260B mg/kg 23000 350000 NE NE
1,2,3-TRICHLOROPROPANE 96-18-4 8260B mg/kg 0.0051 0.11 NE NE
1,2,4-TRIMETHYLBENZENE 95-63-6 8260B mg/kg 300 1800 NE NE
1,2,3-TRIMETHYLBENZENE 526-73-8 8260B mg/kg 340 2000 NE NE
1,3,5-TRIMETHYLBENZENE 108-67-8 8260B mg/kg 270 1500 NE NE
VINYL CHLORIDE 75-01-4 8260B mg/kg 0.059 1.7 NE NE
XYLENES, TOTAL 1330-20-7 8260B mg/kg 580 2500 142 142
Qualifiers (Q):
NE:Not Established.<:Less than Reported Detection Limit (RDL).
mg/kg:Milligrams per kilogram.
Blue italicized non-detect results (e.g.,<0.0100 ) exceed one or more of the screening levels.
Color shaded value exceeds screening level.
Bold value exceeds Method Detection Limit (MDL).
EPA RSL: Environmental Protection Agency Regional Screening Levels for soil at residential (Res.) and industrial
(Ind.) properties (May 2024; TR=1E-06; THQ=1.0).
Utah's Initial Screening Levels (ISLs) and risk-based Tier 1 Screening Levels (Tier 1) for petroleum releases at
leaking underground storage tank sites
B: The same analyte is found in the associated blank.J: The identification of the analyte
is acceptable; the reported value is an estimate.J3: The associated batch QC was outside
the established quality control range for precision.J4: The associated batch QC was
outside the established quality control range for accuracy J5: The sample matrix interfered
with the ability to make any accurate determination; spike value is high.J6: The sample
matrix interfered with the ability to make any accurate determination; spike value is low.
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
L1748255-04 L1748255-06
SS-5 SS-6
L1748255-05
6/18/2024 6/18/2024 6/18/2024
SS-4
0.00202 B J J4 0.001 0.005 0.00203 B J J4 0.00102 0.0051 0.0017 B J J4 0.00127 0.0063
0.0037 J 0.00095 0.01 0.00144 J 0.00097 0.0102 0.00282 J 0.00121 0.0127
<0.00100 0.00035 0.001 <0.00102 0.00036 0.001 <0.00127 0.00044 0.0013
<0.00502 0.005 0.005 <0.00509 0.00507 0.0051 <0.00633 0.00631 0.0063
<0.00100 0.00021 0.001 0.000392 J 0.00021 0.001 <0.00127 0.00026 0.0013
<0.00100 0.00022 0.001 <0.00102 0.00023 0.001 <0.00127 0.00028 0.0013
<0.00100 0.0003 0.001 <0.00102 0.0003 0.001 <0.00127 0.00038 0.0013
<0.00100 0.00023 0.001 <0.00102 0.00024 0.001 <0.00127 0.00029 0.0013
<0.00100 0.00043 0.001 <0.00102 0.00043 0.001 <0.00127 0.00054 0.0013
<0.00100 0.00033 0.001 <0.00102 0.00033 0.001 <0.00127 0.00041 0.0013
0.00247 J 0.00123 0.005 0.00655 0.00125 0.0051 0.00496 J 0.00156 0.0063
<0.00100 0.00031 0.001 <0.00102 0.00031 0.001 <0.00127 0.00039 0.0013
<0.00100 0.00039 0.001 <0.00102 0.0004 0.001 <0.00127 0.00049 0.0013
<0.00100 0.00037 0.001 <0.00102 0.00038 0.001 <0.00127 0.00047 0.0013
<0.00100 0.00043 0.001 <0.00102 0.00043 0.001 <0.00127 0.00054 0.0013
<0.00100 0.0002 0.001 <0.00102 0.0002 0.001 <0.00127 0.00025 0.0013
<0.00502 0.00036 0.005 <0.00509 0.00036 0.0051 <0.00633 0.00045 0.0063
<0.00251 0.00025 0.0025 <0.00255 0.00025 0.0026 <0.00317 0.00031 0.0032
<0.00100 0.00021 0.001 0.000622 J 0.00022 0.001 0.00056 J 0.00027 0.0013
<0.00100 0.00029 0.001 <0.00102 0.00029 0.001 <0.00127 0.00036 0.0013
<0.00100 0.00027 0.001 <0.00102 0.00027 0.001 <0.00127 0.00034 0.0013
<0.00100 0.00023 0.001 <0.00102 0.00023 0.001 <0.00127 0.00029 0.0013
0.00092 J 0.0005 0.003 0.00223 J 0.00051 0.0031 0.00201 J 0.00063 0.0038
Page 4 of 10
Table 2 - VOCs and Petroleum Hydrocarbons in Soil (2024 Investigation)
Former Anderson Auto Wrecking - 2890 South State Street, Spanish Fork, Utah
Terracon Project No. 61237032
Analyte CAS Method Units RSL
Residential
RSL
Industrial ISL Tier 1
TPH-GRO 8006-61-9 8260B mg/kg NE NE 150 1500
TPH-DRO 68334-30-5 8015 mg/kg NE NE 500 5000
TRPH NE 9071B mg/kg NE NE 1000 10000
ACETONE 67-64-1 8260B mg/kg 70000 1100000 NE NE
ACRYLONITRILE 107-13-1 8260B mg/kg 0.25 1.1 NE NE
BENZENE 71-43-2 8260B mg/kg 1.2 5.1 0.2 0.9
BROMOBENZENE 108-86-1 8260B mg/kg 290 1800 NE NE
BROMODICHLOROMETHANE 75-27-4 8260B mg/kg 0.29 1.3 NE NE
BROMOFORM 75-25-2 8260B mg/kg 19 86 NE NE
BROMOMETHANE 74-83-9 8260B mg/kg 6.8 30 NE NE
N-BUTYLBENZENE 104-51-8 8260B mg/kg 3900 58000 NE NE
SEC-BUTYLBENZENE 135-98-8 8260B mg/kg 7800 120000 NE NE
TERT-BUTYLBENZENE 98-06-6 8260B mg/kg 7800 120000 NE NE
CARBON TETRACHLORIDE 56-23-5 8260B mg/kg 0.65 2.9 NE NE
CHLOROBENZENE 108-90-7 8260B mg/kg 280 1300 NE NE
CHLORODIBROMOMETHANE 124-48-1 8260B mg/kg 8.3 39 NE NE
CHLOROETHANE 75-00-3 8260B mg/kg 5400 23000 NE NE
CHLOROFORM 67-66-3 8260B mg/kg 0.32 1.4 NE NE
CHLOROMETHANE 74-87-3 8260B mg/kg 110 460 NE NE
2-CHLOROTOLUENE 95-49-8 8260B mg/kg 1600 23000 NE NE
4-CHLOROTOLUENE 106-43-4 8260B mg/kg 1600 23000 NE NE
1,2-DIBROMO-3-CHLOROPROPANE 96-12-8 8260B mg/kg 0.0053 0.064 NE NE
1,2-DIBROMOETHANE 106-93-4 8260B mg/kg 0.036 0.16 NE NE
DIBROMOMETHANE 74-95-3 8260B mg/kg 24 99 NE NE
1,2-DICHLOROBENZENE 95-50-1 8260B mg/kg 1800 9300 NE NE
1,3-DICHLOROBENZENE 541-73-1 8260B mg/kg NE NE NE NE
1,4-DICHLOROBENZENE 106-46-7 8260B mg/kg 2.6 11 NE NE
DICHLORODIFLUOROMETHANE 75-71-8 8260B mg/kg 87 370 NE NE
1,1-DICHLOROETHANE 75-34-3 8260B mg/kg 3.6 16 NE NE
1,2-DICHLOROETHANE 107-06-2 8260B mg/kg 0.46 2 NE NE
1,1-DICHLOROETHENE 75-35-4 8260B mg/kg 230 1000 NE NE
CIS-1,2-DICHLOROETHENE 156-59-2 8260B mg/kg 63 370 NE NE
TRANS-1,2-DICHLOROETHENE 156-60-5 8260B mg/kg 70 300 NE NE
1,2-DICHLOROPROPANE 78-87-5 8260B mg/kg 2.5 11 NE NE
1,1-DICHLOROPROPENE 563-58-6 8260B mg/kg NE NE NE NE
1,3-DICHLOROPROPANE 142-28-9 8260B mg/kg 1600 23000 NE NE
CIS-1,3-DICHLOROPROPENE 10061-01-5 8260B mg/kg NE NE NE NE
TRANS-1,3-DICHLOROPROPENE 10061-02-6 8260B mg/kg NE NE NE NE
2,2-DICHLOROPROPANE 594-20-7 8260B mg/kg NE NE NE NE
DI-ISOPROPYL ETHER 108-20-3 8260B mg/kg 2200 9400 NE NE
ETHYLBENZENE 100-41-4 8260B mg/kg 5.8 25 5 23
HEXACHLORO-1,3-BUTADIENE 87-68-3 8260B mg/kg 1.2 5.3 NE NE
ISOPROPYLBENZENE 98-82-8 8260B mg/kg 1900 9900 NE NE
P-ISOPROPYLTOLUENE 99-87-6 8260B mg/kg NE NE NE NE
2-BUTANONE (MEK)78-93-3 8260B mg/kg 27000 190000 NE NE
Lab Sample ID
Date Collected
Client Sample ID
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
<0.506 0.185 0.506 <0.507 0.185 0.507 <0.505 0.185 0.505
22.9 3.89 20.2 24.2 3.9 20.3 59.6 3.89 20.2
362 33.4 101 748 33.4 101 368 33.4 101
0.0457 J J4 0.0209 0.0506 0.0616 J4 0.021 0.0507 0.101 J4 0.0209 0.0505
<0.0101 0.00204 0.0101 <0.0101 0.00205 0.0101 <0.0101 0.00204 0.0101
0.000725 J 0.00038 0.001 0.00201 0.00038 0.001 0.00226 0.000379 0.00101
<0.00101 0.00028 0.001 <0.00101 0.00028 0.001 <0.00101 0.000278 0.00101
<0.00101 0.00073 0.001 <0.00101 0.00074 0.001 <0.00101 0.000733 0.00101
<0.00101 0.00043 0.001 <0.00101 0.00043 0.001 <0.00101 0.000429 0.00101
<0.00506 0.00118 0.0051 <0.00507 0.00119 0.0051 <0.00505 0.00118 0.00505
<0.00101 0.00026 0.001 <0.00101 0.00026 0.001 <0.00101 0.000261 0.00101
<0.00101 0.0002 0.001 <0.00101 0.0002 0.001 <0.00101 0.000203 0.00101
<0.00101 0.00021 0.001 <0.00101 0.00021 0.001 <0.00101 0.000208 0.00101
<0.00101 0.00025 0.001 <0.00101 0.00025 0.001 <0.00101 0.000251 0.00101
<0.00101 0.00019 0.001 <0.00101 0.0002 0.001 <0.00101 0.000194 0.00101
<0.00101 0.00023 0.001 <0.00101 0.00023 0.001 <0.00101 0.000226 0.00101
<0.00506 0.00101 0.0051 <0.00507 0.00101 0.0051 <0.00505 0.00101 0.00505
<0.00506 0.00104 0.0051 <0.00507 0.00104 0.0051 <0.00505 0.00104 0.00505
<0.00253 0.00066 0.0025 <0.00253 0.00066 0.0025 <0.00253 0.000657 0.00253
<0.00101 0.00023 0.001 <0.00101 0.00023 0.001 <0.00101 0.000227 0.00101
<0.00101 0.0007 0.001 <0.00101 0.0007 0.001 <0.00101 0.000699 0.00101
<0.00506 0.00192 0.0051 <0.00507 0.00193 0.0051 <0.00505 0.00192 0.00505
<0.00101 0.00025 0.001 <0.00101 0.00025 0.001 <0.00101 0.000253 0.00101
<0.00101 0.00035 0.001 <0.00101 0.00036 0.001 <0.00101 0.000354 0.00101
<0.00101 0.00043 0.001 <0.00101 0.00043 0.001 <0.00101 0.00043 0.00101
<0.00101 0.00061 0.001 <0.00101 0.00061 0.001 <0.00101 0.000607 0.00101
<0.00101 0.00084 0.001 <0.00101 0.00084 0.001 <0.00101 0.000839 0.00101
<0.00506 0.00029 0.0051 <0.00507 0.00029 0.0051 <0.00505 0.00029 0.00505
<0.00101 0.00027 0.001 <0.00101 0.00027 0.001 <0.00101 0.000271 0.00101
<0.00101 0.00046 0.001 <0.00101 0.00046 0.001 <0.00101 0.000455 0.00101
<0.00101 0.00036 0.001 <0.00101 0.00036 0.001 <0.00101 0.000359 0.00101
<0.00101 0.00048 0.001 <0.00101 0.00048 0.001 <0.00101 0.00048 0.00101
<0.00101 0.00051 0.001 <0.00101 0.00051 0.001 <0.00101 0.000505 0.00101
<0.00101 0.00017 0.001 <0.00101 0.00017 0.001 <0.00101 0.000166 0.00101
<0.00101 0.00038 0.001 <0.00101 0.00038 0.001 <0.00101 0.000379 0.00101
<0.00101 0.00023 0.001 <0.00101 0.00023 0.001 <0.00101 0.000227 0.00101
<0.00101 0.00043 0.001 <0.00101 0.00043 0.001 <0.00101 0.00043 0.00101
<0.00101 0.00068 0.001 <0.00101 0.00068 0.001 <0.00101 0.000682 0.00101
<0.00101 0.00038 0.001 <0.00101 0.00038 0.001 <0.00101 0.000379 0.00101
<0.00101 0.00022 0.001 <0.00101 0.00022 0.001 <0.00101 0.000223 0.00101
0.000326 J 0.0003 0.001 0.00075 J 0.0003 0.001 0.00115 0.000303 0.00101
<0.00101 0.00035 0.001 <0.00101 0.00035 0.001 <0.00101 0.000346 0.00101
<0.00101 0.00043 0.001 <0.00101 0.00043 0.001 <0.00101 0.00043 0.00101
<0.00101 0.00021 0.001 <0.00101 0.00021 0.001 <0.00101 0.000206 0.00101
0.00789 J 0.00473 0.0101 0.0104 0.00474 0.0101 0.0164 0.00473 0.0101
L1748255-09L1748255-08
SS-8
L1748255-07
SS-7
6/18/2024 6/18/2024 6/18/2024
SS-9
Page 5 of 10
Table 2 - VOCs and Petroleum Hydrocarbons in Soil (2024 Investigation)
Former Anderson Auto Wrecking - 2890 South State Street, Spanish Fork, Utah
Terracon Project No. 61237032
Analyte CAS Method Units RSL
Residential
RSL
Industrial ISL Tier 1
TPH-GRO 8006-61-9 8260B mg/kg NE NE 150 1500
Lab Sample ID
Date Collected
Client Sample ID
METHYLENE CHLORIDE 75-09-2 8260B mg/kg 57 1000 NE NE
4-METHYL-2-PENTANONE (MIBK)108-10-1 8260B mg/kg 33000 140000 NE NE
METHYL TERT-BUTYL ETHER 1634-04-4 8260B mg/kg 47 210 0.3 0.3
NAPHTHALENE 91-20-3 8260B mg/kg 2 8.6 51 51
N-PROPYLBENZENE 103-65-1 8260B mg/kg 3800 24000 NE NE
STYRENE 100-42-5 8260B mg/kg 6000 35000 NE NE
1,1,1,2-TETRACHLOROETHANE 630-20-6 8260B mg/kg 2 8.8 NE NE
1,1,2,2-TETRACHLOROETHANE 79-34-5 8260B mg/kg 0.6 2.7 NE NE
1,1,2-TRICHLOROTRIFLUOROETHANE 76-13-1 8260B mg/kg 6700 28000 NE NE
TETRACHLOROETHENE 127-18-4 8260B mg/kg 24 100 NE NE
TOLUENE 108-88-3 8260B mg/kg 4900 47000 9 25
1,2,3-TRICHLOROBENZENE 87-61-6 8260B mg/kg 63 930 NE NE
1,2,4-TRICHLOROBENZENE 120-82-1 8260B mg/kg 24 110 NE NE
1,1,1-TRICHLOROETHANE 71-55-6 8260B mg/kg 8100 36000 NE NE
1,1,2-TRICHLOROETHANE 79-00-5 8260B mg/kg 1.1 5 NE NE
TRICHLOROETHENE 79-01-6 8260B mg/kg 0.94 6 NE NE
TRICHLOROFLUOROMETHANE 75-69-4 8260B mg/kg 23000 350000 NE NE
1,2,3-TRICHLOROPROPANE 96-18-4 8260B mg/kg 0.0051 0.11 NE NE
1,2,4-TRIMETHYLBENZENE 95-63-6 8260B mg/kg 300 1800 NE NE
1,2,3-TRIMETHYLBENZENE 526-73-8 8260B mg/kg 340 2000 NE NE
1,3,5-TRIMETHYLBENZENE 108-67-8 8260B mg/kg 270 1500 NE NE
VINYL CHLORIDE 75-01-4 8260B mg/kg 0.059 1.7 NE NE
XYLENES, TOTAL 1330-20-7 8260B mg/kg 580 2500 142 142
Qualifiers (Q):
NE:Not Established.<:Less than Reported Detection Limit (RDL).
mg/kg:Milligrams per kilogram.
Blue italicized non-detect results (e.g.,<0.0100 ) exceed one or more of the screening levels.
Color shaded value exceeds screening level.
Bold value exceeds Method Detection Limit (MDL).
EPA RSL: Environmental Protection Agency Regional Screening Levels for soil at residential (Res.) and industrial
(Ind.) properties (May 2024; TR=1E-06; THQ=1.0).
Utah's Initial Screening Levels (ISLs) and risk-based Tier 1 Screening Levels (Tier 1) for petroleum releases at
leaking underground storage tank sites
B: The same analyte is found in the associated blank.J: The identification of the analyte
is acceptable; the reported value is an estimate.J3: The associated batch QC was outside
the established quality control range for precision.J4: The associated batch QC was
outside the established quality control range for accuracy J5: The sample matrix interfered
with the ability to make any accurate determination; spike value is high.J6: The sample
matrix interfered with the ability to make any accurate determination; spike value is low.
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
L1748255-09L1748255-08
SS-8
L1748255-07
SS-7
6/18/2024 6/18/2024 6/18/2024
SS-9
0.00149 B J J4 0.00101 0.0051 0.00174 B J J4 0.00101 0.0051 0.00152 B J J4 0.00101 0.00505
0.00275 J 0.00096 0.0101 0.00175 J 0.00096 0.0101 0.00367 J 0.00096 0.0101
<0.00101 0.00035 0.001 <0.00101 0.00036 0.001 <0.00101 0.000354 0.00101
<0.00506 0.00504 0.0051 <0.00507 0.00505 0.0051 <0.00505 0.00503 0.00505
<0.00101 0.00021 0.001 <0.00101 0.00021 0.001 <0.00101 0.000208 0.00101
<0.00101 0.00023 0.001 <0.00101 0.00023 0.001 <0.00101 0.000225 0.00101
<0.00101 0.0003 0.001 <0.00101 0.0003 0.001 <0.00101 0.000299 0.00101
<0.00101 0.00023 0.001 <0.00101 0.00023 0.001 <0.00101 0.000234 0.00101
<0.00101 0.00043 0.001 <0.00101 0.00043 0.001 <0.00101 0.000431 0.00101
<0.00101 0.00033 0.001 <0.00101 0.00033 0.001 <0.00101 0.000329 0.00101
<0.00506 0.00124 0.0051 0.00263 J 0.00125 0.0051 0.00321 J 0.00124 0.00505
<0.00101 0.00031 0.001 <0.00101 0.00031 0.001 <0.00101 0.000309 0.00101
<0.00101 0.00039 0.001 <0.00101 0.00039 0.001 <0.00101 0.000392 0.00101
<0.00101 0.00037 0.001 <0.00101 0.00038 0.001 <0.00101 0.000374 0.00101
<0.00101 0.00043 0.001 <0.00101 0.00043 0.001 <0.00101 0.00043 0.00101
<0.00101 0.0002 0.001 <0.00101 0.0002 0.001 <0.00101 0.000202 0.00101
<0.00506 0.00036 0.0051 <0.00507 0.00036 0.0051 <0.00505 0.00036 0.00505
<0.00253 0.00025 0.0025 <0.00253 0.00025 0.0025 <0.00253 0.000247 0.00253
<0.00101 0.00021 0.001 0.00031 J 0.00021 0.001 0.00045 J 0.000213 0.00101
<0.00101 0.00029 0.001 <0.00101 0.00029 0.001 <0.00101 0.00029 0.00101
<0.00101 0.00027 0.001 <0.00101 0.00027 0.001 <0.00101 0.000269 0.00101
<0.00101 0.00023 0.001 <0.00101 0.00023 0.001 <0.00101 0.000228 0.00101
0.000556 J 0.00051 0.003 0.00111 J 0.00051 0.003 0.00142 J 0.000505 0.00303
Page 6 of 10
Table 2 - VOCs and Petroleum Hydrocarbons in Soil (2024 Investigation)
Former Anderson Auto Wrecking - 2890 South State Street, Spanish Fork, Utah
Terracon Project No. 61237032
Analyte CAS Method Units RSL
Residential
RSL
Industrial ISL Tier 1
TPH-GRO 8006-61-9 8260B mg/kg NE NE 150 1500
TPH-DRO 68334-30-5 8015 mg/kg NE NE 500 5000
TRPH NE 9071B mg/kg NE NE 1000 10000
ACETONE 67-64-1 8260B mg/kg 70000 1100000 NE NE
ACRYLONITRILE 107-13-1 8260B mg/kg 0.25 1.1 NE NE
BENZENE 71-43-2 8260B mg/kg 1.2 5.1 0.2 0.9
BROMOBENZENE 108-86-1 8260B mg/kg 290 1800 NE NE
BROMODICHLOROMETHANE 75-27-4 8260B mg/kg 0.29 1.3 NE NE
BROMOFORM 75-25-2 8260B mg/kg 19 86 NE NE
BROMOMETHANE 74-83-9 8260B mg/kg 6.8 30 NE NE
N-BUTYLBENZENE 104-51-8 8260B mg/kg 3900 58000 NE NE
SEC-BUTYLBENZENE 135-98-8 8260B mg/kg 7800 120000 NE NE
TERT-BUTYLBENZENE 98-06-6 8260B mg/kg 7800 120000 NE NE
CARBON TETRACHLORIDE 56-23-5 8260B mg/kg 0.65 2.9 NE NE
CHLOROBENZENE 108-90-7 8260B mg/kg 280 1300 NE NE
CHLORODIBROMOMETHANE 124-48-1 8260B mg/kg 8.3 39 NE NE
CHLOROETHANE 75-00-3 8260B mg/kg 5400 23000 NE NE
CHLOROFORM 67-66-3 8260B mg/kg 0.32 1.4 NE NE
CHLOROMETHANE 74-87-3 8260B mg/kg 110 460 NE NE
2-CHLOROTOLUENE 95-49-8 8260B mg/kg 1600 23000 NE NE
4-CHLOROTOLUENE 106-43-4 8260B mg/kg 1600 23000 NE NE
1,2-DIBROMO-3-CHLOROPROPANE 96-12-8 8260B mg/kg 0.0053 0.064 NE NE
1,2-DIBROMOETHANE 106-93-4 8260B mg/kg 0.036 0.16 NE NE
DIBROMOMETHANE 74-95-3 8260B mg/kg 24 99 NE NE
1,2-DICHLOROBENZENE 95-50-1 8260B mg/kg 1800 9300 NE NE
1,3-DICHLOROBENZENE 541-73-1 8260B mg/kg NE NE NE NE
1,4-DICHLOROBENZENE 106-46-7 8260B mg/kg 2.6 11 NE NE
DICHLORODIFLUOROMETHANE 75-71-8 8260B mg/kg 87 370 NE NE
1,1-DICHLOROETHANE 75-34-3 8260B mg/kg 3.6 16 NE NE
1,2-DICHLOROETHANE 107-06-2 8260B mg/kg 0.46 2 NE NE
1,1-DICHLOROETHENE 75-35-4 8260B mg/kg 230 1000 NE NE
CIS-1,2-DICHLOROETHENE 156-59-2 8260B mg/kg 63 370 NE NE
TRANS-1,2-DICHLOROETHENE 156-60-5 8260B mg/kg 70 300 NE NE
1,2-DICHLOROPROPANE 78-87-5 8260B mg/kg 2.5 11 NE NE
1,1-DICHLOROPROPENE 563-58-6 8260B mg/kg NE NE NE NE
1,3-DICHLOROPROPANE 142-28-9 8260B mg/kg 1600 23000 NE NE
CIS-1,3-DICHLOROPROPENE 10061-01-5 8260B mg/kg NE NE NE NE
TRANS-1,3-DICHLOROPROPENE 10061-02-6 8260B mg/kg NE NE NE NE
2,2-DICHLOROPROPANE 594-20-7 8260B mg/kg NE NE NE NE
DI-ISOPROPYL ETHER 108-20-3 8260B mg/kg 2200 9400 NE NE
ETHYLBENZENE 100-41-4 8260B mg/kg 5.8 25 5 23
HEXACHLORO-1,3-BUTADIENE 87-68-3 8260B mg/kg 1.2 5.3 NE NE
ISOPROPYLBENZENE 98-82-8 8260B mg/kg 1900 9900 NE NE
P-ISOPROPYLTOLUENE 99-87-6 8260B mg/kg NE NE NE NE
2-BUTANONE (MEK)78-93-3 8260B mg/kg 27000 190000 NE NE
Lab Sample ID
Date Collected
Client Sample ID
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
<0.506 0.185 0.506 <0.504 0.184 0.504 <0.527 0.193 0.527
35.8 3.9 20.3 21.3 0.775 4.03 108 0.811 4.22
1370 33.4 101 567 33.2 101 596 34.8 105
0.0887 J4 0.021 0.0506 0.113 J4 0.0209 0.0504 0.0462 J J4 0.0218 0.0527
<0.0101 0.00205 0.0101 <0.0101 0.00203 0.0101 <0.0105 0.00213 0.0105
0.00211 0.00038 0.00101 0.00162 0.000378 0.00101 0.00416 0.000396 0.00105
<0.00101 0.000279 0.00101 <0.00101 0.000277 0.00101 <0.00105 0.00029 0.00105
<0.00101 0.000734 0.00101 <0.00101 0.00073 0.00101 <0.00105 0.000765 0.00105
<0.00101 0.000429 0.00101 <0.00101 0.000427 0.00101 <0.00105 0.000447 0.00105
<0.00506 0.00119 0.00506 <0.00504 0.00118 0.00504 <0.00527 0.00123 0.00527
<0.00101 0.000261 0.00101 <0.00101 0.00026 0.00101 <0.00105 0.000272 0.00105
<0.00101 0.000204 0.00101 <0.00101 0.000202 0.00101 <0.00105 0.000212 0.00105
<0.00101 0.000209 0.00101 <0.00101 0.000208 0.00101 <0.00105 0.000217 0.00105
<0.00101 0.000251 0.00101 <0.00101 0.00025 0.00101 <0.00105 0.000262 0.00105
<0.00101 0.000194 0.00101 <0.00101 0.000193 0.00101 <0.00105 0.000203 0.00105
<0.00101 0.000227 0.00101 <0.00101 0.000226 0.00101 <0.00105 0.000236 0.00105
<0.00506 0.00101 0.00506 <0.00504 0.00101 0.00504 <0.00527 0.00105 0.00527
<0.00506 0.00104 0.00506 <0.00504 0.00104 0.00504 <0.00527 0.00109 0.00527
<0.00253 0.000658 0.00253 <0.00252 0.000655 0.00252 <0.00264 0.000686 0.00264
<0.00101 0.000228 0.00101 <0.00101 0.000227 0.00101 <0.00105 0.000237 0.00105
<0.00101 0.0007 0.00101 <0.00101 0.000696 0.00101 <0.00105 0.000729 0.00105
<0.00506 0.00192 0.00506 <0.00504 0.00191 0.00504 <0.00527 0.002 0.00527
<0.00101 0.000253 0.00101 <0.00101 0.000252 0.00101 <0.00105 0.000264 0.00105
<0.00101 0.000355 0.00101 <0.00101 0.000353 0.00101 <0.00105 0.000369 0.00105
<0.00101 0.00043 0.00101 <0.00101 0.000428 0.00101 <0.00105 0.000448 0.00105
<0.00101 0.000608 0.00101 <0.00101 0.000604 0.00101 <0.00105 0.000633 0.00105
<0.00101 0.000841 0.00101 <0.00101 0.000836 0.00101 <0.00105 0.000875 0.00105
<0.00506 0.000291 0.00506 <0.00504 0.000289 0.00504 <0.00527 0.000303 0.00527
<0.00101 0.000271 0.00101 <0.00101 0.00027 0.00101 <0.00105 0.000283 0.00105
<0.00101 0.000456 0.00101 <0.00101 0.000453 0.00101 <0.00105 0.000475 0.00105
<0.00101 0.00036 0.00101 <0.00101 0.000358 0.00101 <0.00105 0.000374 0.00105
<0.00101 0.000481 0.00101 <0.00101 0.000478 0.00101 <0.00105 0.000501 0.00105
<0.00101 0.000506 0.00101 <0.00101 0.000504 0.00101 <0.00105 0.000527 0.00105
<0.00101 0.000166 0.00101 <0.00101 0.000165 0.00101 <0.00105 0.000173 0.00105
<0.00101 0.00038 0.00101 <0.00101 0.000378 0.00101 <0.00105 0.000396 0.00105
<0.00101 0.000228 0.00101 <0.00101 0.000227 0.00101 <0.00105 0.000237 0.00105
<0.00101 0.00043 0.00101 <0.00101 0.000428 0.00101 <0.00105 0.000448 0.00105
<0.00101 0.000684 0.00101 <0.00101 0.00068 0.00101 <0.00105 0.000712 0.00105
<0.00101 0.00038 0.00101 <0.00101 0.000378 0.00101 <0.00105 0.000396 0.00105
<0.00101 0.000224 0.00101 <0.00101 0.000223 0.00101 <0.00105 0.000233 0.00105
0.000815 J 0.000304 0.00101 0.000651 J 0.000302 0.00101 0.00195 0.000316 0.00105
<0.00101 0.000346 0.00101 <0.00101 0.000345 0.00101 <0.00105 0.000361 0.00105
<0.00101 0.00043 0.00101 <0.00101 0.000428 0.00101 <0.00105 0.000448 0.00105
<0.00101 0.000207 0.00101 <0.00101 0.000205 0.00101 <0.00105 0.000215 0.00105
0.0107 0.00474 0.0101 0.0207 0.00471 0.0101 0.00592 J 0.00494 0.0105
SS-13
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SS-11 SS-12
Page 7 of 10
Table 2 - VOCs and Petroleum Hydrocarbons in Soil (2024 Investigation)
Former Anderson Auto Wrecking - 2890 South State Street, Spanish Fork, Utah
Terracon Project No. 61237032
Analyte CAS Method Units RSL
Residential
RSL
Industrial ISL Tier 1
TPH-GRO 8006-61-9 8260B mg/kg NE NE 150 1500
Lab Sample ID
Date Collected
Client Sample ID
METHYLENE CHLORIDE 75-09-2 8260B mg/kg 57 1000 NE NE
4-METHYL-2-PENTANONE (MIBK)108-10-1 8260B mg/kg 33000 140000 NE NE
METHYL TERT-BUTYL ETHER 1634-04-4 8260B mg/kg 47 210 0.3 0.3
NAPHTHALENE 91-20-3 8260B mg/kg 2 8.6 51 51
N-PROPYLBENZENE 103-65-1 8260B mg/kg 3800 24000 NE NE
STYRENE 100-42-5 8260B mg/kg 6000 35000 NE NE
1,1,1,2-TETRACHLOROETHANE 630-20-6 8260B mg/kg 2 8.8 NE NE
1,1,2,2-TETRACHLOROETHANE 79-34-5 8260B mg/kg 0.6 2.7 NE NE
1,1,2-TRICHLOROTRIFLUOROETHANE 76-13-1 8260B mg/kg 6700 28000 NE NE
TETRACHLOROETHENE 127-18-4 8260B mg/kg 24 100 NE NE
TOLUENE 108-88-3 8260B mg/kg 4900 47000 9 25
1,2,3-TRICHLOROBENZENE 87-61-6 8260B mg/kg 63 930 NE NE
1,2,4-TRICHLOROBENZENE 120-82-1 8260B mg/kg 24 110 NE NE
1,1,1-TRICHLOROETHANE 71-55-6 8260B mg/kg 8100 36000 NE NE
1,1,2-TRICHLOROETHANE 79-00-5 8260B mg/kg 1.1 5 NE NE
TRICHLOROETHENE 79-01-6 8260B mg/kg 0.94 6 NE NE
TRICHLOROFLUOROMETHANE 75-69-4 8260B mg/kg 23000 350000 NE NE
1,2,3-TRICHLOROPROPANE 96-18-4 8260B mg/kg 0.0051 0.11 NE NE
1,2,4-TRIMETHYLBENZENE 95-63-6 8260B mg/kg 300 1800 NE NE
1,2,3-TRIMETHYLBENZENE 526-73-8 8260B mg/kg 340 2000 NE NE
1,3,5-TRIMETHYLBENZENE 108-67-8 8260B mg/kg 270 1500 NE NE
VINYL CHLORIDE 75-01-4 8260B mg/kg 0.059 1.7 NE NE
XYLENES, TOTAL 1330-20-7 8260B mg/kg 580 2500 142 142
Qualifiers (Q):
NE:Not Established.<:Less than Reported Detection Limit (RDL).
mg/kg:Milligrams per kilogram.
Blue italicized non-detect results (e.g.,<0.0100 ) exceed one or more of the screening levels.
Color shaded value exceeds screening level.
Bold value exceeds Method Detection Limit (MDL).
EPA RSL: Environmental Protection Agency Regional Screening Levels for soil at residential (Res.) and industrial
(Ind.) properties (May 2024; TR=1E-06; THQ=1.0).
Utah's Initial Screening Levels (ISLs) and risk-based Tier 1 Screening Levels (Tier 1) for petroleum releases at
leaking underground storage tank sites
B: The same analyte is found in the associated blank.J: The identification of the analyte
is acceptable; the reported value is an estimate.J3: The associated batch QC was outside
the established quality control range for precision.J4: The associated batch QC was
outside the established quality control range for accuracy J5: The sample matrix interfered
with the ability to make any accurate determination; spike value is high.J6: The sample
matrix interfered with the ability to make any accurate determination; spike value is low.
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
SS-13
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<0.00506 J4 0.00101 0.00506 0.00135 B J J4 0.00101 0.00504 0.0013 B J J4 0.00105 0.00527
0.00237 J 0.000962 0.0101 0.00354 J 0.000957 0.0101 0.00159 J 0.001 0.0105
<0.00101 0.000355 0.00101 <0.00101 0.000353 0.00101 <0.00105 0.000369 0.00105
<0.00506 0.00504 0.00506 <0.00504 0.00502 0.00504 <0.00527 0.00525 0.00527
<0.00101 0.000209 0.00101 <0.00101 0.000208 0.00101 0.000303 J 0.000217 0.00105
<0.00101 0.000226 0.00101 <0.00101 0.000225 0.00101 <0.00105 0.000235 0.00105
<0.00101 0.0003 0.00101 <0.00101 0.000298 0.00101 <0.00105 0.000312 0.00105
<0.00101 0.000234 0.00101 <0.00101 0.000233 0.00101 <0.00105 0.000244 0.00105
<0.00101 0.000432 0.00101 <0.00101 0.000429 0.00101 <0.00105 0.000449 0.00105
<0.00101 0.000329 0.00101 <0.00101 0.000327 0.00101 <0.00105 0.000343 0.00105
0.00272 J 0.00125 0.00506 0.002 J 0.00124 0.00504 0.00517 J 0.0013 0.00527
<0.00101 0.00031 0.00101 <0.00101 0.000308 0.00101 <0.00105 0.000323 0.00105
<0.00101 0.000393 0.00101 <0.00101 0.000391 0.00101 <0.00105 0.000409 0.00105
<0.00101 0.000375 0.00101 <0.00101 0.000373 0.00101 <0.00105 0.00039 0.00105
<0.00101 0.00043 0.00101 <0.00101 0.000428 0.00101 <0.00105 0.000448 0.00105
<0.00101 0.000203 0.00101 <0.00101 0.000201 0.00101 <0.00105 0.000211 0.00105
<0.00506 0.000361 0.00506 <0.00504 0.000359 0.00504 <0.00527 0.000375 0.00527
<0.00253 0.000247 0.00253 <0.00252 0.000246 0.00252 <0.00264 0.000257 0.00264
0.000231 J 0.000214 0.00101 <0.00101 0.000213 0.00101 0.000644 J 0.000223 0.00105
<0.00101 0.000291 0.00101 <0.00101 0.000289 0.00101 <0.00105 0.000303 0.00105
<0.00101 0.000269 0.00101 <0.00101 0.000268 0.00101 <0.00105 0.000281 0.00105
<0.00101 0.000229 0.00101 <0.00101 0.000228 0.00101 <0.00105 0.000238 0.00105
0.000919 J 0.000506 0.00304 0.000858 J 0.000504 0.00302 0.00194 J 0.000527 0.00316
Page 8 of 10
Table 2 - VOCs and Petroleum Hydrocarbons in Soil (2024 Investigation)
Former Anderson Auto Wrecking - 2890 South State Street, Spanish Fork, Utah
Terracon Project No. 61237032
Analyte CAS Method Units RSL
Residential
RSL
Industrial ISL Tier 1
TPH-GRO 8006-61-9 8260B mg/kg NE NE 150 1500
TPH-DRO 68334-30-5 8015 mg/kg NE NE 500 5000
TRPH NE 9071B mg/kg NE NE 1000 10000
ACETONE 67-64-1 8260B mg/kg 70000 1100000 NE NE
ACRYLONITRILE 107-13-1 8260B mg/kg 0.25 1.1 NE NE
BENZENE 71-43-2 8260B mg/kg 1.2 5.1 0.2 0.9
BROMOBENZENE 108-86-1 8260B mg/kg 290 1800 NE NE
BROMODICHLOROMETHANE 75-27-4 8260B mg/kg 0.29 1.3 NE NE
BROMOFORM 75-25-2 8260B mg/kg 19 86 NE NE
BROMOMETHANE 74-83-9 8260B mg/kg 6.8 30 NE NE
N-BUTYLBENZENE 104-51-8 8260B mg/kg 3900 58000 NE NE
SEC-BUTYLBENZENE 135-98-8 8260B mg/kg 7800 120000 NE NE
TERT-BUTYLBENZENE 98-06-6 8260B mg/kg 7800 120000 NE NE
CARBON TETRACHLORIDE 56-23-5 8260B mg/kg 0.65 2.9 NE NE
CHLOROBENZENE 108-90-7 8260B mg/kg 280 1300 NE NE
CHLORODIBROMOMETHANE 124-48-1 8260B mg/kg 8.3 39 NE NE
CHLOROETHANE 75-00-3 8260B mg/kg 5400 23000 NE NE
CHLOROFORM 67-66-3 8260B mg/kg 0.32 1.4 NE NE
CHLOROMETHANE 74-87-3 8260B mg/kg 110 460 NE NE
2-CHLOROTOLUENE 95-49-8 8260B mg/kg 1600 23000 NE NE
4-CHLOROTOLUENE 106-43-4 8260B mg/kg 1600 23000 NE NE
1,2-DIBROMO-3-CHLOROPROPANE 96-12-8 8260B mg/kg 0.0053 0.064 NE NE
1,2-DIBROMOETHANE 106-93-4 8260B mg/kg 0.036 0.16 NE NE
DIBROMOMETHANE 74-95-3 8260B mg/kg 24 99 NE NE
1,2-DICHLOROBENZENE 95-50-1 8260B mg/kg 1800 9300 NE NE
1,3-DICHLOROBENZENE 541-73-1 8260B mg/kg NE NE NE NE
1,4-DICHLOROBENZENE 106-46-7 8260B mg/kg 2.6 11 NE NE
DICHLORODIFLUOROMETHANE 75-71-8 8260B mg/kg 87 370 NE NE
1,1-DICHLOROETHANE 75-34-3 8260B mg/kg 3.6 16 NE NE
1,2-DICHLOROETHANE 107-06-2 8260B mg/kg 0.46 2 NE NE
1,1-DICHLOROETHENE 75-35-4 8260B mg/kg 230 1000 NE NE
CIS-1,2-DICHLOROETHENE 156-59-2 8260B mg/kg 63 370 NE NE
TRANS-1,2-DICHLOROETHENE 156-60-5 8260B mg/kg 70 300 NE NE
1,2-DICHLOROPROPANE 78-87-5 8260B mg/kg 2.5 11 NE NE
1,1-DICHLOROPROPENE 563-58-6 8260B mg/kg NE NE NE NE
1,3-DICHLOROPROPANE 142-28-9 8260B mg/kg 1600 23000 NE NE
CIS-1,3-DICHLOROPROPENE 10061-01-5 8260B mg/kg NE NE NE NE
TRANS-1,3-DICHLOROPROPENE 10061-02-6 8260B mg/kg NE NE NE NE
2,2-DICHLOROPROPANE 594-20-7 8260B mg/kg NE NE NE NE
DI-ISOPROPYL ETHER 108-20-3 8260B mg/kg 2200 9400 NE NE
ETHYLBENZENE 100-41-4 8260B mg/kg 5.8 25 5 23
HEXACHLORO-1,3-BUTADIENE 87-68-3 8260B mg/kg 1.2 5.3 NE NE
ISOPROPYLBENZENE 98-82-8 8260B mg/kg 1900 9900 NE NE
P-ISOPROPYLTOLUENE 99-87-6 8260B mg/kg NE NE NE NE
2-BUTANONE (MEK)78-93-3 8260B mg/kg 27000 190000 NE NE
Lab Sample ID
Date Collected
Client Sample ID
Result Q MDL RDL Result Q MDL RDL
<0.509 0.186 0.509 <0.503 0.184 0.503
18.9 J 3.92 20.4 38.4 3.87 20.1
656 33.6 102 281 33.2 101
0.0343 J J4 0.0211 0.0509 0.132 J4 0.0208 0.0503
<0.0102 0.00206 0.0102 <0.0101 0.00203 0.0101
0.00299 0.000382 0.00102 0.00392 0.000377 0.00101
<0.00102 0.00028 0.00102 <0.00101 0.000277 0.00101
<0.00102 0.000738 0.00102 <0.00101 0.00073 0.00101
<0.00102 0.000431 0.00102 <0.00101 0.000427 0.00101
<0.00509 0.00119 0.00509 <0.00503 0.00118 0.00503
<0.00102 0.000263 0.00102 <0.00101 0.00026 0.00101
<0.00102 0.000205 0.00102 <0.00101 0.000202 0.00101
<0.00102 0.00021 0.00102 <0.00101 0.000207 0.00101
<0.00102 0.000252 0.00102 <0.00101 0.00025 0.00101
<0.00102 0.000195 0.00102 <0.00101 0.000193 0.00101
<0.00102 0.000228 0.00102 <0.00101 0.000225 0.00101
<0.00509 0.00102 0.00509 <0.00503 0.00101 0.00503
<0.00509 0.00105 0.00509 <0.00503 0.00104 0.00503
<0.00254 0.000661 0.00254 <0.00252 0.000654 0.00252
<0.00102 0.000229 0.00102 <0.00101 0.000226 0.00101
<0.00102 0.000703 0.00102 <0.00101 0.000695 0.00101
<0.00509 0.00193 0.00509 <0.00503 0.00191 0.00503
<0.00102 0.000254 0.00102 <0.00101 0.000252 0.00101
<0.00102 0.000356 0.00102 <0.00101 0.000352 0.00101
<0.00102 0.000432 0.00102 <0.00101 0.000428 0.00101
<0.00102 0.000611 0.00102 <0.00101 0.000604 0.00101
<0.00102 0.000845 0.00102 <0.00101 0.000835 0.00101
<0.00509 0.000292 0.00509 <0.00503 0.000289 0.00503
<0.00102 0.000273 0.00102 <0.00101 0.00027 0.00101
<0.00102 0.000458 0.00102 <0.00101 0.000453 0.00101
<0.00102 0.000361 0.00102 <0.00101 0.000357 0.00101
<0.00102 0.000483 0.00102 <0.00101 0.000478 0.00101
<0.00102 0.000509 0.00102 <0.00101 0.000503 0.00101
<0.00102 0.000167 0.00102 <0.00101 0.000165 0.00101
<0.00102 0.000382 0.00102 <0.00101 0.000377 0.00101
<0.00102 0.000229 0.00102 <0.00101 0.000226 0.00101
<0.00102 0.000432 0.00102 <0.00101 0.000428 0.00101
<0.00102 0.000687 0.00102 <0.00101 0.000679 0.00101
<0.00102 0.000382 0.00102 <0.00101 0.000377 0.00101
<0.00102 0.000225 0.00102 <0.00101 0.000222 0.00101
0.0018 0.000305 0.00102 0.00137 0.000302 0.00101
<0.00102 0.000348 0.00102 <0.00101 0.000344 0.00101
<0.00102 0.000432 0.00102 <0.00101 0.000428 0.00101
<0.00102 0.000208 0.00102 <0.00101 0.000205 0.00101
0.00638 J 0.00476 0.0102 0.0266 0.00471 0.0101
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Page 9 of 10
Table 2 - VOCs and Petroleum Hydrocarbons in Soil (2024 Investigation)
Former Anderson Auto Wrecking - 2890 South State Street, Spanish Fork, Utah
Terracon Project No. 61237032
Analyte CAS Method Units RSL
Residential
RSL
Industrial ISL Tier 1
TPH-GRO 8006-61-9 8260B mg/kg NE NE 150 1500
Lab Sample ID
Date Collected
Client Sample ID
METHYLENE CHLORIDE 75-09-2 8260B mg/kg 57 1000 NE NE
4-METHYL-2-PENTANONE (MIBK)108-10-1 8260B mg/kg 33000 140000 NE NE
METHYL TERT-BUTYL ETHER 1634-04-4 8260B mg/kg 47 210 0.3 0.3
NAPHTHALENE 91-20-3 8260B mg/kg 2 8.6 51 51
N-PROPYLBENZENE 103-65-1 8260B mg/kg 3800 24000 NE NE
STYRENE 100-42-5 8260B mg/kg 6000 35000 NE NE
1,1,1,2-TETRACHLOROETHANE 630-20-6 8260B mg/kg 2 8.8 NE NE
1,1,2,2-TETRACHLOROETHANE 79-34-5 8260B mg/kg 0.6 2.7 NE NE
1,1,2-TRICHLOROTRIFLUOROETHANE 76-13-1 8260B mg/kg 6700 28000 NE NE
TETRACHLOROETHENE 127-18-4 8260B mg/kg 24 100 NE NE
TOLUENE 108-88-3 8260B mg/kg 4900 47000 9 25
1,2,3-TRICHLOROBENZENE 87-61-6 8260B mg/kg 63 930 NE NE
1,2,4-TRICHLOROBENZENE 120-82-1 8260B mg/kg 24 110 NE NE
1,1,1-TRICHLOROETHANE 71-55-6 8260B mg/kg 8100 36000 NE NE
1,1,2-TRICHLOROETHANE 79-00-5 8260B mg/kg 1.1 5 NE NE
TRICHLOROETHENE 79-01-6 8260B mg/kg 0.94 6 NE NE
TRICHLOROFLUOROMETHANE 75-69-4 8260B mg/kg 23000 350000 NE NE
1,2,3-TRICHLOROPROPANE 96-18-4 8260B mg/kg 0.0051 0.11 NE NE
1,2,4-TRIMETHYLBENZENE 95-63-6 8260B mg/kg 300 1800 NE NE
1,2,3-TRIMETHYLBENZENE 526-73-8 8260B mg/kg 340 2000 NE NE
1,3,5-TRIMETHYLBENZENE 108-67-8 8260B mg/kg 270 1500 NE NE
VINYL CHLORIDE 75-01-4 8260B mg/kg 0.059 1.7 NE NE
XYLENES, TOTAL 1330-20-7 8260B mg/kg 580 2500 142 142
Qualifiers (Q):
NE:Not Established.<:Less than Reported Detection Limit (RDL).
mg/kg:Milligrams per kilogram.
Blue italicized non-detect results (e.g.,<0.0100 ) exceed one or more of the screening levels.
Color shaded value exceeds screening level.
Bold value exceeds Method Detection Limit (MDL).
EPA RSL: Environmental Protection Agency Regional Screening Levels for soil at residential (Res.) and industrial
(Ind.) properties (May 2024; TR=1E-06; THQ=1.0).
Utah's Initial Screening Levels (ISLs) and risk-based Tier 1 Screening Levels (Tier 1) for petroleum releases at
leaking underground storage tank sites
B: The same analyte is found in the associated blank.J: The identification of the analyte
is acceptable; the reported value is an estimate.J3: The associated batch QC was outside
the established quality control range for precision.J4: The associated batch QC was
outside the established quality control range for accuracy J5: The sample matrix interfered
with the ability to make any accurate determination; spike value is high.J6: The sample
matrix interfered with the ability to make any accurate determination; spike value is low.
Result Q MDL RDL Result Q MDL RDL
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0.00133 B J J4 0.00102 0.00509 0.00188 B J J4 0.00101 0.00503
0.000967 J 0.000967 0.0102 0.00554 J 0.000956 0.0101
<0.00102 0.000356 0.00102 <0.00101 0.000352 0.00101
<0.00509 0.00507 0.00509 <0.00503 0.00501 0.00503
0.000263 J 0.00021 0.00102 <0.00101 0.000207 0.00101
<0.00102 0.000227 0.00102 <0.00101 0.000224 0.00101
<0.00102 0.000301 0.00102 <0.00101 0.000298 0.00101
<0.00102 0.000235 0.00102 <0.00101 0.000232 0.00101
<0.00102 0.000433 0.00102 <0.00101 0.000429 0.00101
<0.00102 0.000331 0.00102 <0.00101 0.000327 0.00101
0.00413 J 0.00125 0.00509 0.00461 J 0.00124 0.00503
<0.00102 0.000311 0.00102 <0.00101 0.000308 0.00101
<0.00102 0.000395 0.00102 <0.00101 0.00039 0.00101
<0.00102 0.000377 0.00102 <0.00101 0.000372 0.00101
<0.00102 0.000432 0.00102 <0.00101 0.000428 0.00101
<0.00102 0.000204 0.00102 <0.00101 0.000201 0.00101
<0.00509 0.000362 0.00509 <0.00503 0.000358 0.00503
<0.00254 0.000248 0.00254 <0.00252 0.000246 0.00252
0.000355 J 0.000215 0.00102 0.000478 J 0.000212 0.00101
<0.00102 0.000292 0.00102 <0.00101 0.000289 0.00101
<0.00102 0.000271 0.00102 <0.00101 0.000268 0.00101
<0.00102 0.00023 0.00102 <0.00101 0.000227 0.00101
0.00136 J 0.000509 0.00305 0.00154 J 0.000503 0.00302
Page 10 of 10
Table 3 - Metals in Soil (2022 Investigation)
Former Anderson Auto Wrecking - 2890 South State Street, Spanish Fork City, Utah
Terracon Project No. 61237032
Analyte CAS Method Units RSL
Residential
RSL
Industrial Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
ARSENIC 7440-38-2 6010B mg/kg 0.7 3 2.84 0.673 2.6 6.75 0.588 2.27 2.99 0.639 2.47 5.27 0.578 2.23
BARIUM 7440-39-3 6010B mg/kg 15,000 220,000 184 0.111 0.649 247 0.0968 0.568 245 0.105 0.617 163 0.0951 0.558
CADMIUM 7440-43-9 6010B mg/kg 7.1 111 1.2 0.0612 0.649 0.426 J 0.0535 0.568 1.37 0.0581 0.617 0.525 J 0.0526 0.558
CHROMIUM 7440-47-3 6010B mg/kg NE NE 22.1 O1 0.173 1.3 15.5 0.151 1.14 27.5 0.164 1.23 19.2 0.148 1.12
HEXAVALENT CHROMIUM 18540-29-9 7199 mg/kg 0.95 20.0 <1.30 J6 0.331 1.3 <1.14 0.29 1.14 <1.23 0.315 1.23 <1.12 0.285 1.12
LEAD 7439-92-1 6010B mg/kg 200 800 54.9 0.27 0.649 6.28 0.236 0.568 102 0.257 0.617 8.11 0.232 0.558
MERCURY 7439-97-6 7471A mg/kg 11 46 0.0397 J 0.0234 0.0519 <0.0454 0.0204 0.0454 <0.0494 0.0222 0.0494 <0.0446 0.0201 0.0446
SELENIUM 7782-49-2 6010B mg/kg 390 5,800 <2.60 0.992 2.6 1.39 J 0.868 2.27 1.43 J 0.943 2.47 0.97 J 0.853 2.23
SILVER 7440-22-4 6010B mg/kg 390 5,800 <1.30 0.165 1.3 <1.14 0.144 1.14 <1.23 0.157 1.23 <1.12 0.142 1.12
Qualifiers (Q):
mg/kg:Milligrams per kilogram. <: Less than Reported Detection Limit (RDL).
Bold value exceeds Method Detection Limit (MDL). NE - Not Established
Color shaded value exceeds screening level.
EPA RSL:Environmental Protection Agency Regional Screening Levels for soil at
residential (Res.) and industrial (Ind.) properties (November 2024; TR=1E-06;
THQ=1.0).
Blue italicized non-detect results (e.g.,<0.0100 ) exceed one or more of the
screening levels.
J - The identification of the analyte is acceptable; the reported value is an estimate.
J6 - The sample matrix interfered with the ability to make any accurate
determination; spike value is low.O1 - The analyte failed the method required serial
dilution test and/or subsequent post-spike criteria. These failures indicate matrix
interference.
11/11/2022 11/10/2022 11/10/2022Date Collected 11/11/2022
B-3 @ SURFACE B-3 @ 4'B-4 @ SURFACE B-4 @ 3'Client Sample ID
L1558026-06 L1558026-07 L1558026-08Lab Sample ID L1558026-05
Page 1 of 7
Table 3 - Metals in Soil (2022 Investigation)
Former Anderson Auto Wrecking - 2890 South State Street, Spanish Fork City, Utah
Terracon Project No. 61237032
Analyte CAS Method Units RSL
Residential
RSL
Industrial
ARSENIC 7440-38-2 6010B mg/kg 0.7 3
BARIUM 7440-39-3 6010B mg/kg 15,000 220,000
CADMIUM 7440-43-9 6010B mg/kg 7.1 111
CHROMIUM 7440-47-3 6010B mg/kg NE NE
HEXAVALENT CHROMIUM 18540-29-9 7199 mg/kg 0.95 20.0
LEAD 7439-92-1 6010B mg/kg 200 800
MERCURY 7439-97-6 7471A mg/kg 11 46
SELENIUM 7782-49-2 6010B mg/kg 390 5,800
SILVER 7440-22-4 6010B mg/kg 390 5,800
Qualifiers (Q):
mg/kg:Milligrams per kilogram. <: Less than Reported Detection Limit (RDL).
Bold value exceeds Method Detection Limit (MDL). NE - Not Established
Color shaded value exceeds screening level.
EPA RSL:Environmental Protection Agency Regional Screening Levels for soil at
residential (Res.) and industrial (Ind.) properties (November 2024; TR=1E-06;
THQ=1.0).
Blue italicized non-detect results (e.g.,<0.0100 ) exceed one or more of the
screening levels.
J - The identification of the analyte is acceptable; the reported value is an estimate.
J6 - The sample matrix interfered with the ability to make any accurate
determination; spike value is low.O1 - The analyte failed the method required serial
dilution test and/or subsequent post-spike criteria. These failures indicate matrix
interference.
Date Collected
Client Sample ID
Lab Sample ID
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
4.36 0.664 2.56 4.55 0.668 2.58 3.11 0.537 2.07 3.74 0.656 2.53
252 0.109 0.641 249 0.11 0.645 38.6 0.0884 0.519 144 0.108 0.633
0.68 0.0604 0.641 0.795 0.0607 0.645 0.304 J 0.0489 0.519 0.522 J 0.0596 0.633
17.2 0.17 1.28 19.4 0.171 1.29 6.78 0.138 1.04 22.6 0.168 1.27
<1.28 0.327 1.28 <1.29 0.329 1.29 0.43 J 0.265 1.04 <1.27 0.323 1.27
31.3 0.267 0.641 26.3 0.268 0.645 9.05 0.216 0.519 10.2 0.263 0.633
<0.0513 0.0231 0.0513 <0.0516 0.0232 0.0516 <0.0415 0.0187 0.0415 <0.0506 0.0228 0.0506
<2.56 0.979 2.56 <2.58 0.985 2.58 1.54 J 0.793 2.07 <2.53 0.967 2.53
<1.28 0.163 1.28 <1.29 0.164 1.29 <1.04 0.132 1.04 <1.27 0.161 1.27
11/09/202211/10/2022 11/10/2022 11/09/2022
B-6 @ SURFACE B-6 @ 19'B-5 @ SURFACE B-5 @ 3'
L1558026-12L1558026-09 L1558026-10 L1558026-11
Page 2 of 7
Table 3 - Metals in Soil (2022 Investigation)
Former Anderson Auto Wrecking - 2890 South State Street, Spanish Fork City, Utah
Terracon Project No. 61237032
Analyte CAS Method Units RSL
Residential
RSL
Industrial
ARSENIC 7440-38-2 6010B mg/kg 0.7 3
BARIUM 7440-39-3 6010B mg/kg 15,000 220,000
CADMIUM 7440-43-9 6010B mg/kg 7.1 111
CHROMIUM 7440-47-3 6010B mg/kg NE NE
HEXAVALENT CHROMIUM 18540-29-9 7199 mg/kg 0.95 20.0
LEAD 7439-92-1 6010B mg/kg 200 800
MERCURY 7439-97-6 7471A mg/kg 11 46
SELENIUM 7782-49-2 6010B mg/kg 390 5,800
SILVER 7440-22-4 6010B mg/kg 390 5,800
Qualifiers (Q):
mg/kg:Milligrams per kilogram. <: Less than Reported Detection Limit (RDL).
Bold value exceeds Method Detection Limit (MDL). NE - Not Established
Color shaded value exceeds screening level.
EPA RSL:Environmental Protection Agency Regional Screening Levels for soil at
residential (Res.) and industrial (Ind.) properties (November 2024; TR=1E-06;
THQ=1.0).
Blue italicized non-detect results (e.g.,<0.0100 ) exceed one or more of the
screening levels.
J - The identification of the analyte is acceptable; the reported value is an estimate.
J6 - The sample matrix interfered with the ability to make any accurate
determination; spike value is low.O1 - The analyte failed the method required serial
dilution test and/or subsequent post-spike criteria. These failures indicate matrix
interference.
Date Collected
Client Sample ID
Lab Sample ID
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
2.95 0.645 2.49 13.8 0.629 2.43 2.35 J 0.649 2.51 2.31 J 0.663 2.56
409 0.106 0.623 243 0.103 0.607 243 0.107 0.626 265 0.109 0.64
0.669 0.0586 0.623 0.582 J 0.0572 0.607 0.684 0.059 0.626 0.544 J 0.0603 0.64
20.2 0.166 1.25 21.3 0.162 1.21 18.6 0.167 1.25 18.5 0.17 1.28
<1.25 0.318 1.25 <1.21 0.31 1.21 <1.25 0.32 1.25 <1.28 0.326 1.28
30.4 0.259 0.623 7.04 0.253 0.607 57.1 0.261 0.626 12.9 0.266 0.64
<0.0498 0.0224 0.0498 <0.0486 0.0219 0.0486 <0.0501 0.0226 0.0501 <0.0512 0.023 0.0512
1.29 J 0.951 2.49 <2.43 0.928 2.43 1.19 J 0.957 2.51 1.81 J 0.977 2.56
<1.25 0.158 1.25 <1.21 0.154 1.21 <1.25 0.159 1.25 <1.28 0.162 1.28
11/11/2022 11/11/2022 11/10/2022 11/10/2022
B-7 @ SURFACE B-7 @ 7'B-8 @ SURFACE B-8 @ 3'
L1558026-13 L1558026-14 L1558026-15 L1558026-16
Page 3 of 7
Table 3 - Metals in Soil (2022 Investigation)
Former Anderson Auto Wrecking - 2890 South State Street, Spanish Fork City, Utah
Terracon Project No. 61237032
Analyte CAS Method Units RSL
Residential
RSL
Industrial
ARSENIC 7440-38-2 6010B mg/kg 0.7 3
BARIUM 7440-39-3 6010B mg/kg 15,000 220,000
CADMIUM 7440-43-9 6010B mg/kg 7.1 111
CHROMIUM 7440-47-3 6010B mg/kg NE NE
HEXAVALENT CHROMIUM 18540-29-9 7199 mg/kg 0.95 20.0
LEAD 7439-92-1 6010B mg/kg 200 800
MERCURY 7439-97-6 7471A mg/kg 11 46
SELENIUM 7782-49-2 6010B mg/kg 390 5,800
SILVER 7440-22-4 6010B mg/kg 390 5,800
Qualifiers (Q):
mg/kg:Milligrams per kilogram. <: Less than Reported Detection Limit (RDL).
Bold value exceeds Method Detection Limit (MDL). NE - Not Established
Color shaded value exceeds screening level.
EPA RSL:Environmental Protection Agency Regional Screening Levels for soil at
residential (Res.) and industrial (Ind.) properties (November 2024; TR=1E-06;
THQ=1.0).
Blue italicized non-detect results (e.g.,<0.0100 ) exceed one or more of the
screening levels.
J - The identification of the analyte is acceptable; the reported value is an estimate.
J6 - The sample matrix interfered with the ability to make any accurate
determination; spike value is low.O1 - The analyte failed the method required serial
dilution test and/or subsequent post-spike criteria. These failures indicate matrix
interference.
Date Collected
Client Sample ID
Lab Sample ID
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
3.1 0.582 2.25 2.81 0.593 2.29 4.61 0.688 2.66 10.2 0.63 2.43
114 0.0958 0.562 95.1 0.0976 0.573 486 0.113 0.665 216 0.104 0.608
0.514 J 0.053 0.562 0.445 J 0.0539 0.573 5.35 0.0626 0.665 0.492 J 0.0572 0.608
16.1 0.15 1.12 13.5 0.152 1.15 55.2 0.177 1.33 21.7 0.162 1.22
0.356 J 0.287 1.12 0.472 J 0.292 1.15 <1.33 0.339 1.33 <1.22 0.31 1.22
15.2 0.234 0.562 13 0.238 0.573 542 0.276 0.665 10.9 0.253 0.608
<0.0450 0.0202 0.045 <0.0458 0.0206 0.0458 0.0959 0.0239 0.0532 <0.0486 0.0219 0.0486
<2.25 0.859 2.25 <2.29 0.875 2.29 <2.66 1.02 2.66 <2.43 0.929 2.43
<1.12 0.143 1.12 <1.15 0.145 1.15 8.55 0.169 1.33 <1.22 0.154 1.22
11/11/202211/09/2022 11/11/202211/09/2022
B-12 @ SURFACE B-12 @ 1'B-9 @ SURFACE B-9 @ 2'
L1558026-41L1558026-18 L1558026-40L1558026-17
Page 4 of 7
Table 3 - Metals in Soil (2022 Investigation)
Former Anderson Auto Wrecking - 2890 South State Street, Spanish Fork City, Utah
Terracon Project No. 61237032
Analyte CAS Method Units RSL
Residential
RSL
Industrial
ARSENIC 7440-38-2 6010B mg/kg 0.7 3
BARIUM 7440-39-3 6010B mg/kg 15,000 220,000
CADMIUM 7440-43-9 6010B mg/kg 7.1 111
CHROMIUM 7440-47-3 6010B mg/kg NE NE
HEXAVALENT CHROMIUM 18540-29-9 7199 mg/kg 0.95 20.0
LEAD 7439-92-1 6010B mg/kg 200 800
MERCURY 7439-97-6 7471A mg/kg 11 46
SELENIUM 7782-49-2 6010B mg/kg 390 5,800
SILVER 7440-22-4 6010B mg/kg 390 5,800
Qualifiers (Q):
mg/kg:Milligrams per kilogram. <: Less than Reported Detection Limit (RDL).
Bold value exceeds Method Detection Limit (MDL). NE - Not Established
Color shaded value exceeds screening level.
EPA RSL:Environmental Protection Agency Regional Screening Levels for soil at
residential (Res.) and industrial (Ind.) properties (November 2024; TR=1E-06;
THQ=1.0).
Blue italicized non-detect results (e.g.,<0.0100 ) exceed one or more of the
screening levels.
J - The identification of the analyte is acceptable; the reported value is an estimate.
J6 - The sample matrix interfered with the ability to make any accurate
determination; spike value is low.O1 - The analyte failed the method required serial
dilution test and/or subsequent post-spike criteria. These failures indicate matrix
interference.
Date Collected
Client Sample ID
Lab Sample ID
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
4.05 0.606 2.34 4.84 0.592 2.29 7.42 0.679 2.62 11.3 0.635 2.45
241 0.0997 0.585 233 0.0974 0.572 435 0.112 0.655 168 0.104 0.613
0.612 0.0551 0.585 0.463 J 0.0539 0.572 0.259 J 0.0617 0.655 0.496 J 0.0577 0.613
17.7 0.156 1.17 21.5 0.152 1.14 18.2 0.174 1.31 22.5 0.163 1.23
<1.17 0.298 1.17 <1.14 0.292 1.14 <1.31 0.334 1.31 <1.23 0.312 1.23
45 0.243 0.585 14.7 0.238 0.572 7.7 0.272 0.655 11 0.255 0.613
0.0351 J 0.0211 0.0468 <0.0457 0.0206 0.0457 <0.0524 0.0236 0.0524 <0.0490 0.0221 0.049
<2.34 0.894 2.34 <2.29 0.874 2.29 <2.62 1 2.62 <2.45 0.936 2.45
<1.17 0.149 1.17 <1.14 0.145 1.14 <1.31 0.166 1.31 <1.23 0.156 1.23
11/11/2022 11/11/2022 11/09/2022 11/09/2022
B-13 @ SURFACE B-13 @ 3'B-14 @ SURFACE B-14 @ 10'
L1558026-42 L1558026-43 L1558026-44 L1558026-45
Page 5 of 7
Table 3 - Metals in Soil (2022 Investigation)
Former Anderson Auto Wrecking - 2890 South State Street, Spanish Fork City, Utah
Terracon Project No. 61237032
Analyte CAS Method Units RSL
Residential
RSL
Industrial
ARSENIC 7440-38-2 6010B mg/kg 0.7 3
BARIUM 7440-39-3 6010B mg/kg 15,000 220,000
CADMIUM 7440-43-9 6010B mg/kg 7.1 111
CHROMIUM 7440-47-3 6010B mg/kg NE NE
HEXAVALENT CHROMIUM 18540-29-9 7199 mg/kg 0.95 20.0
LEAD 7439-92-1 6010B mg/kg 200 800
MERCURY 7439-97-6 7471A mg/kg 11 46
SELENIUM 7782-49-2 6010B mg/kg 390 5,800
SILVER 7440-22-4 6010B mg/kg 390 5,800
Qualifiers (Q):
mg/kg:Milligrams per kilogram. <: Less than Reported Detection Limit (RDL).
Bold value exceeds Method Detection Limit (MDL). NE - Not Established
Color shaded value exceeds screening level.
EPA RSL:Environmental Protection Agency Regional Screening Levels for soil at
residential (Res.) and industrial (Ind.) properties (November 2024; TR=1E-06;
THQ=1.0).
Blue italicized non-detect results (e.g.,<0.0100 ) exceed one or more of the
screening levels.
J - The identification of the analyte is acceptable; the reported value is an estimate.
J6 - The sample matrix interfered with the ability to make any accurate
determination; spike value is low.O1 - The analyte failed the method required serial
dilution test and/or subsequent post-spike criteria. These failures indicate matrix
interference.
Date Collected
Client Sample ID
Lab Sample ID
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
3.97 0.625 2.41 1.88 J 0.649 2.51 5.85 0.683 2.64 1.88 J 0.634 2.45
219 0.103 0.603 171 0.107 0.626 610 0.112 0.659 146 0.104 0.612
0.686 0.0568 0.603 0.505 J 0.059 0.626 0.154 J 0.0621 0.659 0.471 J 0.0577 0.612
122 0.16 1.21 24.8 0.167 1.25 14.9 0.175 1.32 19.3 0.163 1.22
1.52 0.308 1.21 <1.25 0.319 1.25 <1.32 0.336 1.32 <1.22 0.312 1.22
44.4 0.251 0.603 11.6 0.261 0.626 6.6 0.274 0.659 10.3 0.255 0.612
0.0232 J 0.0217 0.0482 <0.0501 0.0226 0.0501 <0.0527 0.0237 0.0527 <0.0490 0.022 0.049
<2.41 0.922 2.41 <2.51 0.957 2.51 <2.64 1.01 2.64 <2.45 0.935 2.45
0.265 J 0.153 1.21 <1.25 0.159 1.25 <1.32 0.167 1.32 <1.22 0.155 1.22
11/09/2022 11/09/2022 11/09/202211/09/2022
B-15 @ SURFACE B-15 @ 12'B-140 @ SURFACE B-140 @ 10'
L1558026-47 L1558026-50 L1558026-51L1558026-46
Page 6 of 7
Table 3 - Metals in Soil (2022 Investigation)
Former Anderson Auto Wrecking - 2890 South State Street, Spanish Fork City, Utah
Terracon Project No. 61237032
Analyte CAS Method Units RSL
Residential
RSL
Industrial
ARSENIC 7440-38-2 6010B mg/kg 0.7 3
BARIUM 7440-39-3 6010B mg/kg 15,000 220,000
CADMIUM 7440-43-9 6010B mg/kg 7.1 111
CHROMIUM 7440-47-3 6010B mg/kg NE NE
HEXAVALENT CHROMIUM 18540-29-9 7199 mg/kg 0.95 20.0
LEAD 7439-92-1 6010B mg/kg 200 800
MERCURY 7439-97-6 7471A mg/kg 11 46
SELENIUM 7782-49-2 6010B mg/kg 390 5,800
SILVER 7440-22-4 6010B mg/kg 390 5,800
Qualifiers (Q):
mg/kg:Milligrams per kilogram. <: Less than Reported Detection Limit (RDL).
Bold value exceeds Method Detection Limit (MDL). NE - Not Established
Color shaded value exceeds screening level.
EPA RSL:Environmental Protection Agency Regional Screening Levels for soil at
residential (Res.) and industrial (Ind.) properties (November 2024; TR=1E-06;
THQ=1.0).
Blue italicized non-detect results (e.g.,<0.0100 ) exceed one or more of the
screening levels.
J - The identification of the analyte is acceptable; the reported value is an estimate.
J6 - The sample matrix interfered with the ability to make any accurate
determination; spike value is low.O1 - The analyte failed the method required serial
dilution test and/or subsequent post-spike criteria. These failures indicate matrix
interference.
Date Collected
Client Sample ID
Lab Sample ID
Result Q MDL RDL Result Q MDL RDL
3.23 0.652 2.52 3.08 0.661 2.55
273 0.107 0.629 316 0.109 0.638
0.756 0.0593 0.629 0.399 J 0.0601 0.638
21 0.167 1.26 17.4 0.17 1.28
<1.26 0.321 1.26 <1.28 0.325 1.28
41.5 0.262 0.629 14.5 0.265 0.638
<0.0503 0.0227 0.0503 <0.0510 0.023 0.051
<2.52 0.962 2.52 <2.55 0.975 2.55
<1.26 0.16 1.26 <1.28 0.162 1.28
11/10/202211/10/2022
B-80 @ SURFACE B-80 @ 3'
L1558026-53L1558026-52
Page 7 of 7
Table 4 - VOCs and Petroleum Hydrocarbons in Soil (2022 Investigation)
Former Anderson Auto Wrecking - 2890 South State Street, Spanish Fork, Utah
Terracon Project No. 61237032
Analyte CAS Method Units RSL
Residential
RSL
Industrial ISL Tier 1 Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
TPH-GRO 8006-61-9 8260B mg/kg NE NE 150 1500 0.636 J J3 0.238 0.649 0.227 J 0.208 0.568 0.359 J 0.226 0.617
TPH-DRO 68334-30-5 8015 mg/kg NE NE 500 5000 54 0.999 5.19 4.97 0.873 4.54 88 9.49 49.4
TRPH NE 9071B mg/kg NE NE 1000 10000 <130 P1 42.9 130 100 J 37.5 114 849 40.7 123
ACETONE 67-64-1 8260B mg/kg 61000 670000 NE NE 0.142 J5 0.0269 0.0649 <0.0568 0.0235 0.0568 0.0764 0.0256 0.0617
ACRYLONITRILE 107-13-1 8260B mg/kg 0.25 1.1 NE NE <0.0130 J3 J6 0.00262 0.013 <0.0114 0.00229 0.0114 <0.0123 0.00249 0.0123
BENZENE 71-43-2 8260B mg/kg 1.2 5.1 0.2 0.9 0.024 0.00049 0.0013 0.00262 0.00043 0.0011 0.0102 0.00046 0.0012
BROMOBENZENE 108-86-1 8260B mg/kg 290 1800 NE NE <0.00130 0.00036 0.0013 <0.00114 0.00031 0.0011 <0.00123 0.00034 0.0012
BROMODICHLOROMETHANE 75-27-4 8260B mg/kg 0.29 1.3 NE NE <0.00130 0.00094 0.0013 <0.00114 0.00082 0.0011 <0.00123 0.0009 0.0012
BROMOFORM 75-25-2 8260B mg/kg 19 86 NE NE <0.00130 0.00055 0.0013 <0.00114 0.00048 0.0011 <0.00123 0.00052 0.0012
BROMOMETHANE 74-83-9 8260B mg/kg 6.8 30 NE NE <0.00649 0.00152 0.0065 <0.00568 0.00133 0.0057 <0.00617 0.00144 0.0062
N-BUTYLBENZENE 104-51-8 8260B mg/kg 3900 58000 NE NE 0.000343 J V3 0.00034 0.0013 <0.00114 0.00029 0.0011 <0.00123 0.00032 0.0012
SEC-BUTYLBENZENE 135-98-8 8260B mg/kg 7800 120000 NE NE <0.00130 0.00026 0.0013 <0.00114 0.00023 0.0011 <0.00123 0.00025 0.0012
TERT-BUTYLBENZENE 98-06-6 8260B mg/kg 7800 120000 NE NE <0.00130 0.00027 0.0013 <0.00114 0.00023 0.0011 <0.00123 0.00025 0.0012
CARBON TETRACHLORIDE 56-23-5 8260B mg/kg 0.65 2.9 NE NE <0.00130 J5 0.00032 0.0013 <0.00114 0.00028 0.0011 <0.00123 0.00031 0.0012
CHLOROBENZENE 108-90-7 8260B mg/kg 280 1300 NE NE <0.00130 0.00025 0.0013 <0.00114 0.00022 0.0011 <0.00123 0.00024 0.0012
CHLORODIBROMOMETHANE 124-48-1 8260B mg/kg 8.3 39 NE NE <0.00130 0.00029 0.0013 <0.00114 0.00025 0.0011 <0.00123 0.00028 0.0012
CHLOROETHANE 75-00-3 8260B mg/kg 14000 57000 NE NE <0.00649 0.0013 0.0065 <0.00568 0.00114 0.0057 <0.00617 0.00123 0.0062
CHLOROFORM 67-66-3 8260B mg/kg 0.32 1.4 NE NE <0.00649 0.00134 0.0065 <0.00568 0.00117 0.0057 <0.00617 0.00127 0.0062
CHLOROMETHANE 74-87-3 8260B mg/kg 110 460 NE NE <0.00325 0.00084 0.0033 <0.00284 0.00074 0.0028 <0.00309 0.0008 0.0031
2-CHLOROTOLUENE 95-49-8 8260B mg/kg 1600 23000 NE NE <0.00130 0.00029 0.0013 <0.00114 0.00026 0.0011 <0.00123 0.00028 0.0012
4-CHLOROTOLUENE 106-43-4 8260B mg/kg 1600 23000 NE NE <0.00130 0.0009 0.0013 <0.00114 0.00079 0.0011 <0.00123 0.00085 0.0012
1,2-DIBROMO-3-CHLOROPROPANE 96-12-8 8260B mg/kg 0.0053 0.064 NE NE <0.00649 J5 0.00247 0.0065 <0.00568 0.00216 0.0057 <0.00617 0.00235 0.0062
1,2-DIBROMOETHANE 106-93-4 8260B mg/kg 0.036 0.16 NE NE <0.00130 0.00033 0.0013 <0.00114 0.00028 0.0011 <0.00123 0.00031 0.0012
DIBROMOMETHANE 74-95-3 8260B mg/kg 24 99 NE NE <0.00130 0.00046 0.0013 <0.00114 0.0004 0.0011 <0.00123 0.00043 0.0012
1,2-DICHLOROBENZENE 95-50-1 8260B mg/kg 1800 9300 NE NE <0.00130 0.00055 0.0013 <0.00114 0.00048 0.0011 <0.00123 0.00053 0.0012
1,3-DICHLOROBENZENE 541-73-1 8260B mg/kg NE NE NE NE <0.00130 0.00078 0.0013 <0.00114 0.00068 0.0011 <0.00123 0.00074 0.0012
1,4-DICHLOROBENZENE 106-46-7 8260B mg/kg 2.6 11 NE NE <0.00130 0.00108 0.0013 <0.00114 0.00094 0.0011 <0.00123 0.00102 0.0012
DICHLORODIFLUOROMETHANE 75-71-8 8260B mg/kg 87 370 NE NE <0.00649 J5 0.00037 0.0065 <0.00568 0.00033 0.0057 <0.00617 0.00035 0.0062
1,1-DICHLOROETHANE 75-34-3 8260B mg/kg 3.6 16 NE NE <0.00130 J5 0.00035 0.0013 <0.00114 0.0003 0.0011 <0.00123 0.00033 0.0012
1,2-DICHLOROETHANE 107-06-2 8260B mg/kg 0.46 2 NE NE <0.00130 0.00058 0.0013 <0.00114 0.00051 0.0011 <0.00123 0.00056 0.0012
1,1-DICHLOROETHENE 75-35-4 8260B mg/kg 230 1000 NE NE <0.00130 0.00046 0.0013 <0.00114 0.0004 0.0011 <0.00123 0.00044 0.0012
CIS-1,2-DICHLOROETHENE 156-59-2 8260B mg/kg 160 2300 NE NE <0.00130 0.00062 0.0013 <0.00114 0.00054 0.0011 <0.00123 0.00059 0.0012
TRANS-1,2-DICHLOROETHENE 156-60-5 8260B mg/kg 70 300 NE NE <0.00130 0.00065 0.0013 <0.00114 0.00057 0.0011 <0.00123 0.00062 0.0012
1,2-DICHLOROPROPANE 78-87-5 8260B mg/kg 2.5 11 NE NE <0.00130 0.00021 0.0013 <0.00114 0.00019 0.0011 <0.00123 0.0002 0.0012
1,1-DICHLOROPROPENE 563-58-6 8260B mg/kg NE NE NE NE <0.00130 0.00049 0.0013 <0.00114 0.00043 0.0011 <0.00123 0.00046 0.0012
1,3-DICHLOROPROPANE 142-28-9 8260B mg/kg 1600 23000 NE NE <0.00130 0.00029 0.0013 <0.00114 0.00026 0.0011 <0.00123 0.00028 0.0012
CIS-1,3-DICHLOROPROPENE 10061-01-5 8260B mg/kg NE NE NE NE <0.00130 0.00055 0.0013 <0.00114 0.00048 0.0011 <0.00123 0.00053 0.0012
TRANS-1,3-DICHLOROPROPENE 10061-02-6 8260B mg/kg NE NE NE NE <0.00130 0.00088 0.0013 <0.00114 0.00077 0.0011 <0.00123 0.00083 0.0012
2,2-DICHLOROPROPANE 594-20-7 8260B mg/kg NE NE NE NE <0.00130 J5 0.00049 0.0013 <0.00114 0.00043 0.0011 <0.00123 0.00046 0.0012
DI-ISOPROPYL ETHER 108-20-3 8260B mg/kg 2200 9400 NE NE <0.00130 J5 0.00029 0.0013 <0.00114 0.00025 0.0011 <0.00123 0.00027 0.0012
ETHYLBENZENE 100-41-4 8260B mg/kg 5.8 25 5 23 0.0121 V3 0.00039 0.0013 0.0025 0.00034 0.0011 0.00349 0.00037 0.0012
HEXACHLORO-1,3-BUTADIENE 87-68-3 8260B mg/kg 1.2 5.3 NE NE <0.00130 0.00044 0.0013 <0.00114 0.00039 0.0011 <0.00123 0.00042 0.0012
ISOPROPYLBENZENE 98-82-8 8260B mg/kg 1900 9900 NE NE 0.000747 J V3 0.00055 0.0013 <0.00114 0.00048 0.0011 <0.00123 0.00053 0.0012
P-ISOPROPYLTOLUENE 99-87-6 8260B mg/kg NE NE NE NE <0.00130 0.00027 0.0013 <0.00114 0.00023 0.0011 <0.00123 0.00025 0.0012
2-BUTANONE (MEK)78-93-3 8260B mg/kg 27000 190000 NE NE 0.0291 J5 0.00608 0.013 <0.0114 0.00531 0.0114 0.0199 0.00578 0.0123
11/11/2022 11/10/2022
B-3 @ 4'B-4 @ SURFACE
Date Collected 11/11/2022
Client Sample ID B-3 @ SURFACE
Lab Sample ID L1558026-05 L1558026-06 L1558026-07
Page 1 of 18
Table 4 - VOCs and Petroleum Hydrocarbons in Soil (2022 Investigation)
Former Anderson Auto Wrecking - 2890 South State Street, Spanish Fork, Utah
Terracon Project No. 61237032
Analyte CAS Method Units RSL
Residential
RSL
Industrial ISL Tier 1 Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
11/11/2022 11/10/2022
B-3 @ 4'B-4 @ SURFACE
Date Collected 11/11/2022
Client Sample ID B-3 @ SURFACE
Lab Sample ID L1558026-05 L1558026-06 L1558026-07
METHYLENE CHLORIDE 75-09-2 8260B mg/kg 57 1000 NE NE 0.00286 B J 0.0013 0.0065 0.0012 B J 0.00114 0.0057 0.00211 B J 0.00123 0.0062
4-METHYL-2-PENTANONE (MIBK)108-10-1 8260B mg/kg 33000 140000 NE NE <0.0130 J5 0.00123 0.013 <0.0114 0.00108 0.0114 0.00257 J 0.00117 0.0123
METHYL TERT-BUTYL ETHER 1634-04-4 8260B mg/kg 47 210 0.3 0.3 <0.00130 J5 0.00046 0.0013 <0.00114 0.0004 0.0011 <0.00123 0.00043 0.0012
NAPHTHALENE 91-20-3 8260B mg/kg 2 8.6 51 51 <0.00649 0.00647 0.0065 <0.00568 0.00566 0.0057 <0.00617 0.00615 0.0062
N-PROPYLBENZENE 103-65-1 8260B mg/kg 3800 24000 NE NE 0.00122 J V3 0.00027 0.0013 0.00038 J 0.00023 0.0011 0.000443 J 0.00025 0.0012
STYRENE 100-42-5 8260B mg/kg 6000 35000 NE NE <0.00130 0.00029 0.0013 <0.00114 0.00025 0.0011 <0.00123 0.00028 0.0012
1,1,1,2-TETRACHLOROETHANE 630-20-6 8260B mg/kg 2 8.8 NE NE <0.00130 0.00038 0.0013 <0.00114 0.00034 0.0011 <0.00123 0.00037 0.0012
1,1,2,2-TETRACHLOROETHANE 79-34-5 8260B mg/kg 0.6 2.7 NE NE <0.00130 0.0003 0.0013 <0.00114 0.00026 0.0011 <0.00123 0.00029 0.0012
1,1,2-TRICHLOROTRIFLUOROETHANE 76-13-1 8260B mg/kg 6700 28000 NE NE <0.00130 J5 0.00055 0.0013 <0.00114 0.00048 0.0011 <0.00123 0.00053 0.0012
TETRACHLOROETHENE 127-18-4 8260B mg/kg 24 100 NE NE <0.00130 J5 0.00042 0.0013 <0.00114 0.00037 0.0011 <0.00123 0.0004 0.0012
TOLUENE 108-88-3 8260B mg/kg 4900 47000 9 25 0.0266 V3 0.0016 0.0065 0.00501 J 0.0014 0.0057 0.012 0.00152 0.0062
1,2,3-TRICHLOROBENZENE 87-61-6 8260B mg/kg 63 930 NE NE <0.00130 0.0004 0.0013 <0.00114 0.00035 0.0011 <0.00123 0.00038 0.0012
1,2,4-TRICHLOROBENZENE 120-82-1 8260B mg/kg 24 110 NE NE <0.00130 0.0005 0.0013 <0.00114 0.00044 0.0011 <0.00123 0.00048 0.0012
1,1,1-TRICHLOROETHANE 71-55-6 8260B mg/kg 8100 36000 NE NE <0.00130 J5 0.00048 0.0013 <0.00114 0.00042 0.0011 <0.00123 0.00046 0.0012
1,1,2-TRICHLOROETHANE 79-00-5 8260B mg/kg 1.1 5 NE NE <0.00130 0.00055 0.0013 <0.00114 0.00048 0.0011 <0.00123 0.00053 0.0012
TRICHLOROETHENE 79-01-6 8260B mg/kg 0.94 6 NE NE <0.00130 0.00026 0.0013 <0.00114 0.00023 0.0011 <0.00123 0.00025 0.0012
TRICHLOROFLUOROMETHANE 75-69-4 8260B mg/kg 23000 350000 NE NE <0.00649 0.00046 0.0065 <0.00568 0.0004 0.0057 <0.00617 0.00044 0.0062
1,2,3-TRICHLOROPROPANE 96-18-4 8260B mg/kg 0.0051 0.11 NE NE <0.00325 0.00032 0.0033 <0.00284 0.00028 0.0028 <0.00309 0.0003 0.0031
1,2,4-TRIMETHYLBENZENE 95-63-6 8260B mg/kg 300 1800 NE NE 0.00244 V3 0.00027 0.0013 0.00069 J 0.00024 0.0011 0.000989 J 0.00026 0.0012
1,2,3-TRIMETHYLBENZENE 526-73-8 8260B mg/kg 340 2000 NE NE 0.000878 J V3 0.00037 0.0013 <0.00114 0.00033 0.0011 <0.00123 0.00035 0.0012
1,3,5-TRIMETHYLBENZENE 108-67-8 8260B mg/kg 270 1500 NE NE 0.000905 J V3 0.00035 0.0013 <0.00114 0.0003 0.0011 0.000416 J 0.00033 0.0012
VINYL CHLORIDE 75-01-4 8260B mg/kg 0.059 1.7 NE NE <0.00130 0.00029 0.0013 <0.00114 0.00026 0.0011 <0.00123 0.00028 0.0012
XYLENES, TOTAL 1330-20-7 8260B mg/kg 580 2500 142 142 0.0312 V3 0.00065 0.0039 0.00268 J 0.00057 0.0034 0.00451 0.00062 0.0037
Qualifiers (Q):
NE:Not Established.<:Less than Reported Detection Limit (RDL).
mg/kg:Milligrams per kilogram.
Blue italicized non-detect results (e.g.,<0.0100 ) exceed one or more of the screening levels.
Color shaded value exceeds screening level.
B: The same analyte is found in the associated blank.J: The identification of the analyte is
acceptable; the reported value is an estimate.J3: The associated batch QC was outside the
established quality control range for precision.J5: The sample matrix interfered with the
ability to make any accurate determination; spike value is high.J6: The sample matrix
interfered with the ability to make any accurate determination; spike value is low. P1: RPD
value not applicable for sample concentrations less than 5 times the reporting limit. V3: The
internal standard exhibited poor recovery due to sample matrix interference. The analytical
results will be biased high. BDL results will be unaffected.
EPA RSL: Environmental Protection Agency Regional Screening Levels for soil at residential (Res.) and industrial (Ind.)
properties (May 2022; TR=1E-06; THQ=1.0).
Utah's Initial Screening Levels (ISLs) and risk-based Tier 1 Screening Levels (Tier 1) for petroleum releases at leaking
underground storage tank sites
Bold value exceeds Method Detection Limit (MDL).
Page 2 of 18
Table 4 - VOCs and Petroleum Hydrocarbons in Soil (2022 Investigation)
Former Anderson Auto Wrecking - 2890 South State Street, Spanish Fork, Utah
Terracon Project No. 61237032
Analyte CAS Method Units RSL
Residential
RSL
Industrial ISL Tier 1
TPH-GRO 8006-61-9 8260B mg/kg NE NE 150 1500
TPH-DRO 68334-30-5 8015 mg/kg NE NE 500 5000
TRPH NE 9071B mg/kg NE NE 1000 10000
ACETONE 67-64-1 8260B mg/kg 61000 670000 NE NE
ACRYLONITRILE 107-13-1 8260B mg/kg 0.25 1.1 NE NE
BENZENE 71-43-2 8260B mg/kg 1.2 5.1 0.2 0.9
BROMOBENZENE 108-86-1 8260B mg/kg 290 1800 NE NE
BROMODICHLOROMETHANE 75-27-4 8260B mg/kg 0.29 1.3 NE NE
BROMOFORM 75-25-2 8260B mg/kg 19 86 NE NE
BROMOMETHANE 74-83-9 8260B mg/kg 6.8 30 NE NE
N-BUTYLBENZENE 104-51-8 8260B mg/kg 3900 58000 NE NE
SEC-BUTYLBENZENE 135-98-8 8260B mg/kg 7800 120000 NE NE
TERT-BUTYLBENZENE 98-06-6 8260B mg/kg 7800 120000 NE NE
CARBON TETRACHLORIDE 56-23-5 8260B mg/kg 0.65 2.9 NE NE
CHLOROBENZENE 108-90-7 8260B mg/kg 280 1300 NE NE
CHLORODIBROMOMETHANE 124-48-1 8260B mg/kg 8.3 39 NE NE
CHLOROETHANE 75-00-3 8260B mg/kg 14000 57000 NE NE
CHLOROFORM 67-66-3 8260B mg/kg 0.32 1.4 NE NE
CHLOROMETHANE 74-87-3 8260B mg/kg 110 460 NE NE
2-CHLOROTOLUENE 95-49-8 8260B mg/kg 1600 23000 NE NE
4-CHLOROTOLUENE 106-43-4 8260B mg/kg 1600 23000 NE NE
1,2-DIBROMO-3-CHLOROPROPANE 96-12-8 8260B mg/kg 0.0053 0.064 NE NE
1,2-DIBROMOETHANE 106-93-4 8260B mg/kg 0.036 0.16 NE NE
DIBROMOMETHANE 74-95-3 8260B mg/kg 24 99 NE NE
1,2-DICHLOROBENZENE 95-50-1 8260B mg/kg 1800 9300 NE NE
1,3-DICHLOROBENZENE 541-73-1 8260B mg/kg NE NE NE NE
1,4-DICHLOROBENZENE 106-46-7 8260B mg/kg 2.6 11 NE NE
DICHLORODIFLUOROMETHANE 75-71-8 8260B mg/kg 87 370 NE NE
1,1-DICHLOROETHANE 75-34-3 8260B mg/kg 3.6 16 NE NE
1,2-DICHLOROETHANE 107-06-2 8260B mg/kg 0.46 2 NE NE
1,1-DICHLOROETHENE 75-35-4 8260B mg/kg 230 1000 NE NE
CIS-1,2-DICHLOROETHENE 156-59-2 8260B mg/kg 160 2300 NE NE
TRANS-1,2-DICHLOROETHENE 156-60-5 8260B mg/kg 70 300 NE NE
1,2-DICHLOROPROPANE 78-87-5 8260B mg/kg 2.5 11 NE NE
1,1-DICHLOROPROPENE 563-58-6 8260B mg/kg NE NE NE NE
1,3-DICHLOROPROPANE 142-28-9 8260B mg/kg 1600 23000 NE NE
CIS-1,3-DICHLOROPROPENE 10061-01-5 8260B mg/kg NE NE NE NE
TRANS-1,3-DICHLOROPROPENE 10061-02-6 8260B mg/kg NE NE NE NE
2,2-DICHLOROPROPANE 594-20-7 8260B mg/kg NE NE NE NE
DI-ISOPROPYL ETHER 108-20-3 8260B mg/kg 2200 9400 NE NE
ETHYLBENZENE 100-41-4 8260B mg/kg 5.8 25 5 23
HEXACHLORO-1,3-BUTADIENE 87-68-3 8260B mg/kg 1.2 5.3 NE NE
ISOPROPYLBENZENE 98-82-8 8260B mg/kg 1900 9900 NE NE
P-ISOPROPYLTOLUENE 99-87-6 8260B mg/kg NE NE NE NE
2-BUTANONE (MEK)78-93-3 8260B mg/kg 27000 190000 NE NE
Date Collected
Client Sample ID
Lab Sample ID
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
0.405 J 0.204 0.558 0.46 J 0.235 0.641 0.455 J 0.236 0.645
<4.46 0.858 4.46 4.57 J 0.985 5.13 8.43 0.992 5.16
43.9 J 36.8 112 151 42.3 128 <129 42.5 129
<0.0558 0.0231 0.0558 0.093 0.0265 0.0641 0.0673 0.0267 0.0645
<0.0112 0.00225 0.0112 <0.0128 0.00259 0.0128 <0.0129 0.0026 0.0129
0.0111 0.00042 0.0011 0.0146 0.000481 0.00128 0.0161 0.000484 0.00129
<0.00112 0.00031 0.0011 <0.00128 0.000352 0.00128 <0.00129 0.000355 0.00129
<0.00112 0.00081 0.0011 <0.00128 0.000929 0.00128 <0.00129 0.000935 0.00129
<0.00112 0.00047 0.0011 <0.00128 0.000543 0.00128 <0.00129 0.000547 0.00129
<0.00558 0.00131 0.0056 <0.00641 0.0015 0.00641 <0.00645 0.00151 0.00645
0.00048 J 0.00029 0.0011 <0.00128 0.000331 0.00128 <0.00129 0.000333 0.00129
<0.00112 0.00022 0.0011 <0.00128 0.000258 0.00128 <0.00129 0.000259 0.00129
<0.00112 0.00023 0.0011 <0.00128 0.000264 0.00128 <0.00129 0.000266 0.00129
<0.00112 0.00028 0.0011 <0.00128 0.000318 0.00128 <0.00129 0.00032 0.00129
<0.00112 0.00021 0.0011 <0.00128 0.000246 0.00128 <0.00129 0.000248 0.00129
<0.00112 0.00025 0.0011 <0.00128 0.000287 0.00128 <0.00129 0.000289 0.00129
<0.00558 0.00112 0.0056 <0.00641 0.00128 0.00641 <0.00645 0.00129 0.00645
<0.00558 0.00115 0.0056 <0.00641 0.00132 0.00641 <0.00645 0.00133 0.00645
<0.00279 0.00073 0.0028 <0.00320 0.000833 0.0032 <0.00322 0.000838 0.00322
<0.00112 0.00025 0.0011 <0.00128 0.000288 0.00128 <0.00129 0.00029 0.00129
<0.00112 0.00077 0.0011 <0.00128 0.000886 0.00128 <0.00129 0.000891 0.00129
<0.00558 0.00212 0.0056 <0.00641 0.00243 0.00641 <0.00645 0.00245 0.00645
<0.00112 0.00028 0.0011 <0.00128 0.00032 0.00128 <0.00129 0.000322 0.00129
<0.00112 0.00039 0.0011 <0.00128 0.000449 0.00128 <0.00129 0.000451 0.00129
<0.00112 0.00047 0.0011 <0.00128 0.000545 0.00128 <0.00129 0.000548 0.00129
<0.00112 0.00067 0.0011 <0.00128 0.000769 0.00128 <0.00129 0.000774 0.00129
<0.00112 0.00093 0.0011 <0.00128 0.00106 0.00128 <0.00129 0.00107 0.00129
<0.00558 0.00032 0.0056 <0.00641 0.000368 0.00641 <0.00645 0.00037 0.00645
<0.00112 0.0003 0.0011 <0.00128 0.000343 0.00128 <0.00129 0.000346 0.00129
<0.00112 0.0005 0.0011 <0.00128 0.000577 0.00128 <0.00129 0.00058 0.00129
<0.00112 0.0004 0.0011 <0.00128 0.000455 0.00128 <0.00129 0.000458 0.00129
<0.00112 0.00053 0.0011 <0.00128 0.000609 0.00128 <0.00129 0.000612 0.00129
<0.00112 0.00056 0.0011 <0.00128 0.000641 0.00128 <0.00129 0.000645 0.00129
<0.00112 0.00018 0.0011 <0.00128 0.00021 0.00128 <0.00129 0.000211 0.00129
<0.00112 0.00042 0.0011 <0.00128 0.000481 0.00128 <0.00129 0.000484 0.00129
<0.00112 0.00025 0.0011 <0.00128 0.000288 0.00128 <0.00129 0.00029 0.00129
<0.00112 0.00047 0.0011 <0.00128 0.000545 0.00128 <0.00129 0.000548 0.00129
<0.00112 0.00075 0.0011 <0.00128 0.000865 0.00128 <0.00129 0.00087 0.00129
<0.00112 0.00042 0.0011 <0.00128 0.000481 0.00128 <0.00129 0.000484 0.00129
<0.00112 0.00025 0.0011 <0.00128 0.000283 0.00128 <0.00129 0.000285 0.00129
0.00884 0.00034 0.0011 0.00443 0.000384 0.00128 0.00435 0.000387 0.00129
<0.00112 0.00038 0.0011 <0.00128 0.000438 0.00128 <0.00129 0.000441 0.00129
0.00055 J 0.00047 0.0011 <0.00128 0.000545 0.00128 <0.00129 0.000548 0.00129
<0.00112 0.00023 0.0011 <0.00128 0.000261 0.00128 <0.00129 0.000263 0.00129
<0.0112 0.00522 0.0112 0.026 0.006 0.0128 0.0201 0.00603 0.0129
11/10/2022 11/10/2022 11/10/2022
B-4 @ 3'B-5 @ SURFACE B-5 @ 3'
L1558026-08 L1558026-09 L1558026-10
Page 3 of 18
Table 4 - VOCs and Petroleum Hydrocarbons in Soil (2022 Investigation)
Former Anderson Auto Wrecking - 2890 South State Street, Spanish Fork, Utah
Terracon Project No. 61237032
Analyte CAS Method Units RSL
Residential
RSL
Industrial ISL Tier 1
TPH-GRO 8006-61-9 8260B mg/kg NE NE 150 1500
Date Collected
Client Sample ID
Lab Sample ID
METHYLENE CHLORIDE 75-09-2 8260B mg/kg 57 1000 NE NE
4-METHYL-2-PENTANONE (MIBK)108-10-1 8260B mg/kg 33000 140000 NE NE
METHYL TERT-BUTYL ETHER 1634-04-4 8260B mg/kg 47 210 0.3 0.3
NAPHTHALENE 91-20-3 8260B mg/kg 2 8.6 51 51
N-PROPYLBENZENE 103-65-1 8260B mg/kg 3800 24000 NE NE
STYRENE 100-42-5 8260B mg/kg 6000 35000 NE NE
1,1,1,2-TETRACHLOROETHANE 630-20-6 8260B mg/kg 2 8.8 NE NE
1,1,2,2-TETRACHLOROETHANE 79-34-5 8260B mg/kg 0.6 2.7 NE NE
1,1,2-TRICHLOROTRIFLUOROETHANE 76-13-1 8260B mg/kg 6700 28000 NE NE
TETRACHLOROETHENE 127-18-4 8260B mg/kg 24 100 NE NE
TOLUENE 108-88-3 8260B mg/kg 4900 47000 9 25
1,2,3-TRICHLOROBENZENE 87-61-6 8260B mg/kg 63 930 NE NE
1,2,4-TRICHLOROBENZENE 120-82-1 8260B mg/kg 24 110 NE NE
1,1,1-TRICHLOROETHANE 71-55-6 8260B mg/kg 8100 36000 NE NE
1,1,2-TRICHLOROETHANE 79-00-5 8260B mg/kg 1.1 5 NE NE
TRICHLOROETHENE 79-01-6 8260B mg/kg 0.94 6 NE NE
TRICHLOROFLUOROMETHANE 75-69-4 8260B mg/kg 23000 350000 NE NE
1,2,3-TRICHLOROPROPANE 96-18-4 8260B mg/kg 0.0051 0.11 NE NE
1,2,4-TRIMETHYLBENZENE 95-63-6 8260B mg/kg 300 1800 NE NE
1,2,3-TRIMETHYLBENZENE 526-73-8 8260B mg/kg 340 2000 NE NE
1,3,5-TRIMETHYLBENZENE 108-67-8 8260B mg/kg 270 1500 NE NE
VINYL CHLORIDE 75-01-4 8260B mg/kg 0.059 1.7 NE NE
XYLENES, TOTAL 1330-20-7 8260B mg/kg 580 2500 142 142
Qualifiers (Q):
NE:Not Established.<:Less than Reported Detection Limit (RDL).
mg/kg:Milligrams per kilogram.
Blue italicized non-detect results (e.g.,<0.0100 ) exceed one or more of the screening levels.
Color shaded value exceeds screening level.
B: The same analyte is found in the associated blank.J: The identification of the analyte is
acceptable; the reported value is an estimate.J3: The associated batch QC was outside the
established quality control range for precision.J5: The sample matrix interfered with the
ability to make any accurate determination; spike value is high.J6: The sample matrix
interfered with the ability to make any accurate determination; spike value is low. P1: RPD
value not applicable for sample concentrations less than 5 times the reporting limit. V3: The
internal standard exhibited poor recovery due to sample matrix interference. The analytical
results will be biased high. BDL results will be unaffected.
EPA RSL: Environmental Protection Agency Regional Screening Levels for soil at residential (Res.) and industrial (Ind.)
properties (May 2022; TR=1E-06; THQ=1.0).
Utah's Initial Screening Levels (ISLs) and risk-based Tier 1 Screening Levels (Tier 1) for petroleum releases at leaking
underground storage tank sites
Bold value exceeds Method Detection Limit (MDL).
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
11/10/2022 11/10/2022 11/10/2022
B-4 @ 3'B-5 @ SURFACE B-5 @ 3'
L1558026-08 L1558026-09 L1558026-10
0.00167 B J 0.00112 0.0056 0.00277 B J 0.00128 0.00641 0.00271 B J 0.00129 0.00645
<0.0112 0.00106 0.0112 <0.0128 0.00122 0.0128 <0.0129 0.00122 0.0129
<0.00112 0.00039 0.0011 <0.00128 0.000449 0.00128 <0.00129 0.000451 0.00129
<0.00558 0.00556 0.0056 <0.00641 0.00638 0.00641 <0.00645 0.00642 0.00645
0.0011 J 0.00023 0.0011 0.00049 J 0.000264 0.00128 0.000552 J 0.000266 0.00129
<0.00112 0.00025 0.0011 <0.00128 0.000286 0.00128 <0.00129 0.000288 0.00129
<0.00112 0.00033 0.0011 <0.00128 0.000379 0.00128 <0.00129 0.000382 0.00129
<0.00112 0.00026 0.0011 <0.00128 0.000296 0.00128 <0.00129 0.000298 0.00129
<0.00112 0.00048 0.0011 <0.00128 0.000546 0.00128 <0.00129 0.000549 0.00129
<0.00112 0.00036 0.0011 <0.00128 0.000416 0.00128 <0.00129 0.000419 0.00129
0.0172 0.00137 0.0056 0.015 0.00158 0.00641 0.0161 0.00159 0.00645
<0.00112 0.00034 0.0011 <0.00128 0.000392 0.00128 <0.00129 0.000395 0.00129
<0.00112 0.00043 0.0011 <0.00128 0.000497 0.00128 <0.00129 0.0005 0.00129
<0.00112 0.00041 0.0011 <0.00128 0.000474 0.00128 <0.00129 0.000477 0.00129
<0.00112 0.00047 0.0011 <0.00128 0.000545 0.00128 <0.00129 0.000548 0.00129
<0.00112 0.00022 0.0011 <0.00128 0.000256 0.00128 <0.00129 0.000258 0.00129
<0.00558 0.0004 0.0056 <0.00641 0.000456 0.00641 <0.00645 0.000459 0.00645
<0.00279 0.00027 0.0028 <0.00320 0.000313 0.0032 <0.00322 0.000315 0.00322
0.00167 0.00024 0.0011 0.00086 J 0.00027 0.00128 0.00108 J 0.000272 0.00129
0.00047 J 0.00032 0.0011 <0.00128 0.000368 0.00128 0.000375 J 0.00037 0.00129
0.00067 J 0.0003 0.0011 0.0004 J 0.000341 0.00128 0.00052 J 0.000343 0.00129
<0.00112 0.00025 0.0011 <0.00128 0.00029 0.00128 <0.00129 0.000291 0.00129
0.00648 0.00056 0.0034 0.00492 0.000641 0.00384 0.00594 0.000645 0.00387
Page 4 of 18
Table 4 - VOCs and Petroleum Hydrocarbons in Soil (2022 Investigation)
Former Anderson Auto Wrecking - 2890 South State Street, Spanish Fork, Utah
Terracon Project No. 61237032
Analyte CAS Method Units RSL
Residential
RSL
Industrial ISL Tier 1
TPH-GRO 8006-61-9 8260B mg/kg NE NE 150 1500
TPH-DRO 68334-30-5 8015 mg/kg NE NE 500 5000
TRPH NE 9071B mg/kg NE NE 1000 10000
ACETONE 67-64-1 8260B mg/kg 61000 670000 NE NE
ACRYLONITRILE 107-13-1 8260B mg/kg 0.25 1.1 NE NE
BENZENE 71-43-2 8260B mg/kg 1.2 5.1 0.2 0.9
BROMOBENZENE 108-86-1 8260B mg/kg 290 1800 NE NE
BROMODICHLOROMETHANE 75-27-4 8260B mg/kg 0.29 1.3 NE NE
BROMOFORM 75-25-2 8260B mg/kg 19 86 NE NE
BROMOMETHANE 74-83-9 8260B mg/kg 6.8 30 NE NE
N-BUTYLBENZENE 104-51-8 8260B mg/kg 3900 58000 NE NE
SEC-BUTYLBENZENE 135-98-8 8260B mg/kg 7800 120000 NE NE
TERT-BUTYLBENZENE 98-06-6 8260B mg/kg 7800 120000 NE NE
CARBON TETRACHLORIDE 56-23-5 8260B mg/kg 0.65 2.9 NE NE
CHLOROBENZENE 108-90-7 8260B mg/kg 280 1300 NE NE
CHLORODIBROMOMETHANE 124-48-1 8260B mg/kg 8.3 39 NE NE
CHLOROETHANE 75-00-3 8260B mg/kg 14000 57000 NE NE
CHLOROFORM 67-66-3 8260B mg/kg 0.32 1.4 NE NE
CHLOROMETHANE 74-87-3 8260B mg/kg 110 460 NE NE
2-CHLOROTOLUENE 95-49-8 8260B mg/kg 1600 23000 NE NE
4-CHLOROTOLUENE 106-43-4 8260B mg/kg 1600 23000 NE NE
1,2-DIBROMO-3-CHLOROPROPANE 96-12-8 8260B mg/kg 0.0053 0.064 NE NE
1,2-DIBROMOETHANE 106-93-4 8260B mg/kg 0.036 0.16 NE NE
DIBROMOMETHANE 74-95-3 8260B mg/kg 24 99 NE NE
1,2-DICHLOROBENZENE 95-50-1 8260B mg/kg 1800 9300 NE NE
1,3-DICHLOROBENZENE 541-73-1 8260B mg/kg NE NE NE NE
1,4-DICHLOROBENZENE 106-46-7 8260B mg/kg 2.6 11 NE NE
DICHLORODIFLUOROMETHANE 75-71-8 8260B mg/kg 87 370 NE NE
1,1-DICHLOROETHANE 75-34-3 8260B mg/kg 3.6 16 NE NE
1,2-DICHLOROETHANE 107-06-2 8260B mg/kg 0.46 2 NE NE
1,1-DICHLOROETHENE 75-35-4 8260B mg/kg 230 1000 NE NE
CIS-1,2-DICHLOROETHENE 156-59-2 8260B mg/kg 160 2300 NE NE
TRANS-1,2-DICHLOROETHENE 156-60-5 8260B mg/kg 70 300 NE NE
1,2-DICHLOROPROPANE 78-87-5 8260B mg/kg 2.5 11 NE NE
1,1-DICHLOROPROPENE 563-58-6 8260B mg/kg NE NE NE NE
1,3-DICHLOROPROPANE 142-28-9 8260B mg/kg 1600 23000 NE NE
CIS-1,3-DICHLOROPROPENE 10061-01-5 8260B mg/kg NE NE NE NE
TRANS-1,3-DICHLOROPROPENE 10061-02-6 8260B mg/kg NE NE NE NE
2,2-DICHLOROPROPANE 594-20-7 8260B mg/kg NE NE NE NE
DI-ISOPROPYL ETHER 108-20-3 8260B mg/kg 2200 9400 NE NE
ETHYLBENZENE 100-41-4 8260B mg/kg 5.8 25 5 23
HEXACHLORO-1,3-BUTADIENE 87-68-3 8260B mg/kg 1.2 5.3 NE NE
ISOPROPYLBENZENE 98-82-8 8260B mg/kg 1900 9900 NE NE
P-ISOPROPYLTOLUENE 99-87-6 8260B mg/kg NE NE NE NE
2-BUTANONE (MEK)78-93-3 8260B mg/kg 27000 190000 NE NE
Date Collected
Client Sample ID
Lab Sample ID
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
0.257 J 0.19 0.519 0.489 J 0.232 0.633 0.254 J 0.228 0.623
555 J 399 2070 4.81 J 0.974 5.06 22.8 0.958 4.98
12500 34.2 104 <127 41.8 127 <125 41.1 125
0.0756 0.0215 0.0519 0.0619 J 0.0262 0.0633 <0.0623 0.0258 0.0623
<0.0104 0.0021 0.0104 <0.0127 0.00256 0.0127 <0.0125 0.00252 0.0125
0.0103 0.000389 0.00104 0.0102 0.000475 0.00127 0.00557 0.000467 0.00125
<0.00104 0.000285 0.00104 <0.00127 0.000348 0.00127 <0.00125 0.000342 0.00125
<0.00104 0.000752 0.00104 <0.00127 0.000918 0.00127 <0.00125 0.000903 0.00125
<0.00104 0.00044 0.00104 <0.00127 0.000537 0.00127 <0.00125 0.000528 0.00125
<0.00519 0.00121 0.00519 <0.00633 0.00148 0.00633 <0.00623 0.00146 0.00623
<0.00104 0.000268 0.00104 0.000544 J 0.000327 0.00127 <0.00125 0.000321 0.00125
0.00024 J V3 0.000209 0.00104 <0.00127 0.000254 0.00127 <0.00125 0.00025 0.00125
<0.00104 0.000214 0.00104 <0.00127 0.000261 0.00127 <0.00125 0.000256 0.00125
<0.00104 0.000257 0.00104 <0.00127 0.000314 0.00127 <0.00125 0.000309 0.00125
<0.00104 0.000199 0.00104 <0.00127 0.000243 0.00127 <0.00125 0.000239 0.00125
<0.00104 0.000232 0.00104 <0.00127 0.000284 0.00127 <0.00125 0.000279 0.00125
<0.00519 0.00104 0.00519 <0.00633 0.00127 0.00633 <0.00623 0.00125 0.00623
<0.00519 0.00107 0.00519 <0.00633 0.0013 0.00633 <0.00623 0.00128 0.00623
<0.00259 0.000674 0.00259 <0.00316 0.000823 0.00316 <0.00311 0.000809 0.00311
<0.00104 0.000233 0.00104 <0.00127 0.000285 0.00127 <0.00125 0.00028 0.00125
<0.00104 0.000717 0.00104 <0.00127 0.000875 0.00127 <0.00125 0.00086 0.00125
<0.00519 0.00197 0.00519 <0.00633 0.00241 0.00633 <0.00623 0.00237 0.00623
<0.00104 0.000259 0.00104 <0.00127 0.000316 0.00127 <0.00125 0.000311 0.00125
<0.00104 0.000363 0.00104 <0.00127 0.000443 0.00127 <0.00125 0.000436 0.00125
<0.00104 0.000441 0.00104 <0.00127 0.000538 0.00127 <0.00125 0.000529 0.00125
<0.00104 0.000622 0.00104 <0.00127 0.00076 0.00127 <0.00125 0.000747 0.00125
<0.00104 0.000861 0.00104 <0.00127 0.00105 0.00127 <0.00125 0.00103 0.00125
<0.00519 0.000298 0.00519 <0.00633 0.000363 0.00633 <0.00623 0.000357 0.00623
<0.00104 0.000278 0.00104 <0.00127 0.000339 0.00127 <0.00125 0.000334 0.00125
<0.00104 0.000467 0.00104 <0.00127 0.00057 0.00127 <0.00125 0.00056 0.00125
<0.00104 0.000368 0.00104 <0.00127 0.000449 0.00127 <0.00125 0.000442 0.00125
<0.00104 0.000493 0.00104 <0.00127 0.000601 0.00127 <0.00125 0.000591 0.00125
<0.00104 0.000519 0.00104 <0.00127 0.000633 0.00127 <0.00125 0.000623 0.00125
<0.00104 0.00017 0.00104 <0.00127 0.000208 0.00127 <0.00125 0.000204 0.00125
<0.00104 0.000389 0.00104 <0.00127 0.000475 0.00127 <0.00125 0.000467 0.00125
<0.00104 0.000233 0.00104 <0.00127 0.000285 0.00127 <0.00125 0.00028 0.00125
<0.00104 0.000441 0.00104 <0.00127 0.000538 0.00127 <0.00125 0.000529 0.00125
<0.00104 0.0007 0.00104 <0.00127 0.000855 0.00127 <0.00125 0.00084 0.00125
<0.00104 0.000389 0.00104 <0.00127 0.000475 0.00127 <0.00125 0.000467 0.00125
<0.00104 0.000229 0.00104 <0.00127 0.00028 0.00127 <0.00125 0.000275 0.00125
0.00513 0.000311 0.00104 0.00851 0.00038 0.00127 0.0027 0.000374 0.00125
<0.00104 0.000355 0.00104 <0.00127 0.000433 0.00127 <0.00125 0.000426 0.00125
<0.00104 0.000441 0.00104 0.00056 J 0.000538 0.00127 <0.00125 0.000529 0.00125
<0.00104 0.000212 0.00104 <0.00127 0.000258 0.00127 <0.00125 0.000254 0.00125
0.028 0.00485 0.0104 0.0133 0.00592 0.0127 <0.0125 0.00583 0.0125
11/09/2022 11/11/202211/09/2022
B-7 @ SURFACEB-6 @ SURFACE B-6 @ 19'
L1558026-12 L1558026-13L1558026-11
Page 5 of 18
Table 4 - VOCs and Petroleum Hydrocarbons in Soil (2022 Investigation)
Former Anderson Auto Wrecking - 2890 South State Street, Spanish Fork, Utah
Terracon Project No. 61237032
Analyte CAS Method Units RSL
Residential
RSL
Industrial ISL Tier 1
TPH-GRO 8006-61-9 8260B mg/kg NE NE 150 1500
Date Collected
Client Sample ID
Lab Sample ID
METHYLENE CHLORIDE 75-09-2 8260B mg/kg 57 1000 NE NE
4-METHYL-2-PENTANONE (MIBK)108-10-1 8260B mg/kg 33000 140000 NE NE
METHYL TERT-BUTYL ETHER 1634-04-4 8260B mg/kg 47 210 0.3 0.3
NAPHTHALENE 91-20-3 8260B mg/kg 2 8.6 51 51
N-PROPYLBENZENE 103-65-1 8260B mg/kg 3800 24000 NE NE
STYRENE 100-42-5 8260B mg/kg 6000 35000 NE NE
1,1,1,2-TETRACHLOROETHANE 630-20-6 8260B mg/kg 2 8.8 NE NE
1,1,2,2-TETRACHLOROETHANE 79-34-5 8260B mg/kg 0.6 2.7 NE NE
1,1,2-TRICHLOROTRIFLUOROETHANE 76-13-1 8260B mg/kg 6700 28000 NE NE
TETRACHLOROETHENE 127-18-4 8260B mg/kg 24 100 NE NE
TOLUENE 108-88-3 8260B mg/kg 4900 47000 9 25
1,2,3-TRICHLOROBENZENE 87-61-6 8260B mg/kg 63 930 NE NE
1,2,4-TRICHLOROBENZENE 120-82-1 8260B mg/kg 24 110 NE NE
1,1,1-TRICHLOROETHANE 71-55-6 8260B mg/kg 8100 36000 NE NE
1,1,2-TRICHLOROETHANE 79-00-5 8260B mg/kg 1.1 5 NE NE
TRICHLOROETHENE 79-01-6 8260B mg/kg 0.94 6 NE NE
TRICHLOROFLUOROMETHANE 75-69-4 8260B mg/kg 23000 350000 NE NE
1,2,3-TRICHLOROPROPANE 96-18-4 8260B mg/kg 0.0051 0.11 NE NE
1,2,4-TRIMETHYLBENZENE 95-63-6 8260B mg/kg 300 1800 NE NE
1,2,3-TRIMETHYLBENZENE 526-73-8 8260B mg/kg 340 2000 NE NE
1,3,5-TRIMETHYLBENZENE 108-67-8 8260B mg/kg 270 1500 NE NE
VINYL CHLORIDE 75-01-4 8260B mg/kg 0.059 1.7 NE NE
XYLENES, TOTAL 1330-20-7 8260B mg/kg 580 2500 142 142
Qualifiers (Q):
NE:Not Established.<:Less than Reported Detection Limit (RDL).
mg/kg:Milligrams per kilogram.
Blue italicized non-detect results (e.g.,<0.0100 ) exceed one or more of the screening levels.
Color shaded value exceeds screening level.
B: The same analyte is found in the associated blank.J: The identification of the analyte is
acceptable; the reported value is an estimate.J3: The associated batch QC was outside the
established quality control range for precision.J5: The sample matrix interfered with the
ability to make any accurate determination; spike value is high.J6: The sample matrix
interfered with the ability to make any accurate determination; spike value is low. P1: RPD
value not applicable for sample concentrations less than 5 times the reporting limit. V3: The
internal standard exhibited poor recovery due to sample matrix interference. The analytical
results will be biased high. BDL results will be unaffected.
EPA RSL: Environmental Protection Agency Regional Screening Levels for soil at residential (Res.) and industrial (Ind.)
properties (May 2022; TR=1E-06; THQ=1.0).
Utah's Initial Screening Levels (ISLs) and risk-based Tier 1 Screening Levels (Tier 1) for petroleum releases at leaking
underground storage tank sites
Bold value exceeds Method Detection Limit (MDL).
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
11/09/2022 11/11/202211/09/2022
B-7 @ SURFACEB-6 @ SURFACE B-6 @ 19'
L1558026-12 L1558026-13L1558026-11
0.00165 B J 0.00104 0.00519 0.00157 B J 0.00127 0.00633 0.00128 B J 0.00125 0.00623
0.00252 J 0.000985 0.0104 0.00206 J 0.0012 0.0127 <0.0125 0.00118 0.0125
<0.00104 0.000363 0.00104 <0.00127 0.000443 0.00127 <0.00125 0.000436 0.00125
<0.00519 0.00517 0.00519 <0.00633 0.0063 0.00633 <0.00623 0.0062 0.00623
0.000742 J V3 0.000214 0.00104 0.00104 J 0.000261 0.00127 0.000371 J 0.000256 0.00125
<0.00104 0.000231 0.00104 <0.00127 0.000282 0.00127 <0.00125 0.000278 0.00125
<0.00104 0.000307 0.00104 <0.00127 0.000375 0.00127 <0.00125 0.000369 0.00125
<0.00104 0.00024 0.00104 <0.00127 0.000292 0.00127 <0.00125 0.000288 0.00125
<0.00104 0.000442 0.00104 <0.00127 0.000539 0.00127 <0.00125 0.00053 0.00125
0.000492 J 0.000337 0.00104 <0.00127 0.000411 0.00127 <0.00125 0.000405 0.00125
0.0209 0.00128 0.00519 0.017 0.00156 0.00633 0.00737 0.00153 0.00623
<0.00104 0.000317 0.00104 <0.00127 0.000387 0.00127 <0.00125 0.000381 0.00125
<0.00104 0.000402 0.00104 <0.00127 0.000491 0.00127 <0.00125 0.000483 0.00125
<0.00104 0.000384 0.00104 <0.00127 0.000468 0.00127 <0.00125 0.000461 0.00125
<0.00104 0.000441 0.00104 <0.00127 0.000538 0.00127 <0.00125 0.000529 0.00125
<0.00104 0.000207 0.00104 <0.00127 0.000253 0.00127 <0.00125 0.000249 0.00125
<0.00519 0.000369 0.00519 <0.00633 0.000451 0.00633 <0.00623 0.000443 0.00623
<0.00259 0.000253 0.00259 <0.00316 0.000309 0.00316 <0.00311 0.000304 0.00311
0.00317 V3 0.000219 0.00104 0.00195 0.000267 0.00127 0.000773 J 0.000263 0.00125
0.0014 V3 0.000298 0.00104 0.000689 J 0.000363 0.00127 <0.00125 0.000357 0.00125
0.00145 V3 0.000276 0.00104 0.000733 J 0.000337 0.00127 <0.00125 0.000331 0.00125
<0.00104 0.000234 0.00104 <0.00127 0.000286 0.00127 <0.00125 0.000281 0.00125
0.0142 0.000519 0.00311 0.00689 0.000633 0.0038 0.00324 J 0.000623 0.00374
Page 6 of 18
Table 4 - VOCs and Petroleum Hydrocarbons in Soil (2022 Investigation)
Former Anderson Auto Wrecking - 2890 South State Street, Spanish Fork, Utah
Terracon Project No. 61237032
Analyte CAS Method Units RSL
Residential
RSL
Industrial ISL Tier 1
TPH-GRO 8006-61-9 8260B mg/kg NE NE 150 1500
TPH-DRO 68334-30-5 8015 mg/kg NE NE 500 5000
TRPH NE 9071B mg/kg NE NE 1000 10000
ACETONE 67-64-1 8260B mg/kg 61000 670000 NE NE
ACRYLONITRILE 107-13-1 8260B mg/kg 0.25 1.1 NE NE
BENZENE 71-43-2 8260B mg/kg 1.2 5.1 0.2 0.9
BROMOBENZENE 108-86-1 8260B mg/kg 290 1800 NE NE
BROMODICHLOROMETHANE 75-27-4 8260B mg/kg 0.29 1.3 NE NE
BROMOFORM 75-25-2 8260B mg/kg 19 86 NE NE
BROMOMETHANE 74-83-9 8260B mg/kg 6.8 30 NE NE
N-BUTYLBENZENE 104-51-8 8260B mg/kg 3900 58000 NE NE
SEC-BUTYLBENZENE 135-98-8 8260B mg/kg 7800 120000 NE NE
TERT-BUTYLBENZENE 98-06-6 8260B mg/kg 7800 120000 NE NE
CARBON TETRACHLORIDE 56-23-5 8260B mg/kg 0.65 2.9 NE NE
CHLOROBENZENE 108-90-7 8260B mg/kg 280 1300 NE NE
CHLORODIBROMOMETHANE 124-48-1 8260B mg/kg 8.3 39 NE NE
CHLOROETHANE 75-00-3 8260B mg/kg 14000 57000 NE NE
CHLOROFORM 67-66-3 8260B mg/kg 0.32 1.4 NE NE
CHLOROMETHANE 74-87-3 8260B mg/kg 110 460 NE NE
2-CHLOROTOLUENE 95-49-8 8260B mg/kg 1600 23000 NE NE
4-CHLOROTOLUENE 106-43-4 8260B mg/kg 1600 23000 NE NE
1,2-DIBROMO-3-CHLOROPROPANE 96-12-8 8260B mg/kg 0.0053 0.064 NE NE
1,2-DIBROMOETHANE 106-93-4 8260B mg/kg 0.036 0.16 NE NE
DIBROMOMETHANE 74-95-3 8260B mg/kg 24 99 NE NE
1,2-DICHLOROBENZENE 95-50-1 8260B mg/kg 1800 9300 NE NE
1,3-DICHLOROBENZENE 541-73-1 8260B mg/kg NE NE NE NE
1,4-DICHLOROBENZENE 106-46-7 8260B mg/kg 2.6 11 NE NE
DICHLORODIFLUOROMETHANE 75-71-8 8260B mg/kg 87 370 NE NE
1,1-DICHLOROETHANE 75-34-3 8260B mg/kg 3.6 16 NE NE
1,2-DICHLOROETHANE 107-06-2 8260B mg/kg 0.46 2 NE NE
1,1-DICHLOROETHENE 75-35-4 8260B mg/kg 230 1000 NE NE
CIS-1,2-DICHLOROETHENE 156-59-2 8260B mg/kg 160 2300 NE NE
TRANS-1,2-DICHLOROETHENE 156-60-5 8260B mg/kg 70 300 NE NE
1,2-DICHLOROPROPANE 78-87-5 8260B mg/kg 2.5 11 NE NE
1,1-DICHLOROPROPENE 563-58-6 8260B mg/kg NE NE NE NE
1,3-DICHLOROPROPANE 142-28-9 8260B mg/kg 1600 23000 NE NE
CIS-1,3-DICHLOROPROPENE 10061-01-5 8260B mg/kg NE NE NE NE
TRANS-1,3-DICHLOROPROPENE 10061-02-6 8260B mg/kg NE NE NE NE
2,2-DICHLOROPROPANE 594-20-7 8260B mg/kg NE NE NE NE
DI-ISOPROPYL ETHER 108-20-3 8260B mg/kg 2200 9400 NE NE
ETHYLBENZENE 100-41-4 8260B mg/kg 5.8 25 5 23
HEXACHLORO-1,3-BUTADIENE 87-68-3 8260B mg/kg 1.2 5.3 NE NE
ISOPROPYLBENZENE 98-82-8 8260B mg/kg 1900 9900 NE NE
P-ISOPROPYLTOLUENE 99-87-6 8260B mg/kg NE NE NE NE
2-BUTANONE (MEK)78-93-3 8260B mg/kg 27000 190000 NE NE
Date Collected
Client Sample ID
Lab Sample ID
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
0.401 J 0.222 0.607 0.444 J 0.229 0.626 0.416 J 0.234 0.64
<4.86 0.934 4.86 7.07 0.964 5.01 4.46 J 0.984 5.12
<121 40.1 121 630 J3 J6 41.3 125 112 J 42.2 128
<0.0607 0.0251 0.0607 0.594 0.0259 0.0626 0.164 0.0265 0.064
<0.0121 0.00245 0.0121 <0.0125 0.00253 0.0125 <0.0128 0.00258 0.0128
0.00831 0.000456 0.00121 0.0187 0.00047 0.00125 0.017 0.00048 0.00128
<0.00121 0.000334 0.00121 <0.00125 0.000345 0.00125 <0.00128 0.000352 0.00128
<0.00121 0.000881 0.00121 <0.00125 0.000908 0.00125 <0.00128 0.000927 0.00128
<0.00121 0.000515 0.00121 <0.00125 0.000531 0.00125 <0.00128 0.000542 0.00128
<0.00607 0.00142 0.00607 <0.00626 0.00147 0.00626 <0.00640 0.0015 0.0064
0.000317 J 0.000313 0.00121 <0.00125 0.000323 0.00125 <0.00128 0.00033 0.00128
<0.00121 0.000244 0.00121 <0.00125 0.000252 0.00125 <0.00128 0.000257 0.00128
<0.00121 0.00025 0.00121 <0.00125 0.000258 0.00125 <0.00128 0.000264 0.00128
<0.00121 0.000301 0.00121 <0.00125 0.000311 0.00125 <0.00128 0.000317 0.00128
<0.00121 0.000233 0.00121 <0.00125 0.000241 0.00125 <0.00128 0.000246 0.00128
<0.00121 0.000272 0.00121 <0.00125 0.000281 0.00125 <0.00128 0.000287 0.00128
<0.00607 0.00121 0.00607 <0.00626 0.00125 0.00626 <0.00640 0.00128 0.0064
<0.00607 0.00125 0.00607 <0.00626 0.00129 0.00626 <0.00640 0.00132 0.0064
<0.00304 0.00079 0.00304 <0.00313 0.000814 0.00313 <0.00320 0.000832 0.0032
<0.00121 0.000273 0.00121 <0.00125 0.000282 0.00125 <0.00128 0.000288 0.00128
<0.00121 0.000839 0.00121 <0.00125 0.000866 0.00125 <0.00128 0.000884 0.00128
<0.00607 0.00231 0.00607 <0.00626 0.00238 0.00626 <0.00640 0.00243 0.0064
<0.00121 0.000304 0.00121 <0.00125 0.000313 0.00125 <0.00128 0.00032 0.00128
<0.00121 0.000425 0.00121 <0.00125 0.000439 0.00125 <0.00128 0.000448 0.00128
<0.00121 0.000516 0.00121 <0.00125 0.000533 0.00125 <0.00128 0.000544 0.00128
<0.00121 0.000729 0.00121 <0.00125 0.000752 0.00125 <0.00128 0.000768 0.00128
<0.00121 0.00101 0.00121 <0.00125 0.00104 0.00125 <0.00128 0.00106 0.00128
<0.00607 0.000349 0.00607 <0.00626 0.00036 0.00626 <0.00640 0.000367 0.0064
<0.00121 0.000326 0.00121 <0.00125 0.000336 0.00125 <0.00128 0.000343 0.00128
<0.00121 0.000547 0.00121 <0.00125 0.000564 0.00125 <0.00128 0.000576 0.00128
<0.00121 0.000431 0.00121 <0.00125 0.000445 0.00125 <0.00128 0.000454 0.00128
<0.00121 0.000577 0.00121 <0.00125 0.000595 0.00125 <0.00128 0.000608 0.00128
<0.00121 0.000607 0.00121 <0.00125 0.000626 0.00125 <0.00128 0.00064 0.00128
<0.00121 0.000199 0.00121 <0.00125 0.000205 0.00125 <0.00128 0.00021 0.00128
<0.00121 0.000456 0.00121 <0.00125 0.00047 0.00125 <0.00128 0.00048 0.00128
<0.00121 0.000273 0.00121 <0.00125 0.000282 0.00125 <0.00128 0.000288 0.00128
<0.00121 0.000516 0.00121 <0.00125 0.000533 0.00125 <0.00128 0.000544 0.00128
<0.00121 0.00082 0.00121 <0.00125 0.000846 0.00125 <0.00128 0.000864 0.00128
<0.00121 0.000456 0.00121 <0.00125 0.00047 0.00125 <0.00128 0.00048 0.00128
<0.00121 0.000268 0.00121 <0.00125 0.000277 0.00125 <0.00128 0.000283 0.00128
0.00675 0.000364 0.00121 0.00578 0.000376 0.00125 0.00481 0.000384 0.00128
<0.00121 0.000415 0.00121 <0.00125 0.000429 0.00125 <0.00128 0.000438 0.00128
<0.00121 0.000516 0.00121 <0.00125 0.000533 0.00125 <0.00128 0.000544 0.00128
<0.00121 0.000248 0.00121 <0.00125 0.000256 0.00125 <0.00128 0.000261 0.00128
<0.0121 0.00568 0.0121 0.0751 0.00586 0.0125 0.0345 0.00599 0.0128
11/11/2022 11/10/2022 11/10/2022
B-7 @ 7'B-8 @ SURFACE B-8 @ 3'
L1558026-14 L1558026-15 L1558026-16
Page 7 of 18
Table 4 - VOCs and Petroleum Hydrocarbons in Soil (2022 Investigation)
Former Anderson Auto Wrecking - 2890 South State Street, Spanish Fork, Utah
Terracon Project No. 61237032
Analyte CAS Method Units RSL
Residential
RSL
Industrial ISL Tier 1
TPH-GRO 8006-61-9 8260B mg/kg NE NE 150 1500
Date Collected
Client Sample ID
Lab Sample ID
METHYLENE CHLORIDE 75-09-2 8260B mg/kg 57 1000 NE NE
4-METHYL-2-PENTANONE (MIBK)108-10-1 8260B mg/kg 33000 140000 NE NE
METHYL TERT-BUTYL ETHER 1634-04-4 8260B mg/kg 47 210 0.3 0.3
NAPHTHALENE 91-20-3 8260B mg/kg 2 8.6 51 51
N-PROPYLBENZENE 103-65-1 8260B mg/kg 3800 24000 NE NE
STYRENE 100-42-5 8260B mg/kg 6000 35000 NE NE
1,1,1,2-TETRACHLOROETHANE 630-20-6 8260B mg/kg 2 8.8 NE NE
1,1,2,2-TETRACHLOROETHANE 79-34-5 8260B mg/kg 0.6 2.7 NE NE
1,1,2-TRICHLOROTRIFLUOROETHANE 76-13-1 8260B mg/kg 6700 28000 NE NE
TETRACHLOROETHENE 127-18-4 8260B mg/kg 24 100 NE NE
TOLUENE 108-88-3 8260B mg/kg 4900 47000 9 25
1,2,3-TRICHLOROBENZENE 87-61-6 8260B mg/kg 63 930 NE NE
1,2,4-TRICHLOROBENZENE 120-82-1 8260B mg/kg 24 110 NE NE
1,1,1-TRICHLOROETHANE 71-55-6 8260B mg/kg 8100 36000 NE NE
1,1,2-TRICHLOROETHANE 79-00-5 8260B mg/kg 1.1 5 NE NE
TRICHLOROETHENE 79-01-6 8260B mg/kg 0.94 6 NE NE
TRICHLOROFLUOROMETHANE 75-69-4 8260B mg/kg 23000 350000 NE NE
1,2,3-TRICHLOROPROPANE 96-18-4 8260B mg/kg 0.0051 0.11 NE NE
1,2,4-TRIMETHYLBENZENE 95-63-6 8260B mg/kg 300 1800 NE NE
1,2,3-TRIMETHYLBENZENE 526-73-8 8260B mg/kg 340 2000 NE NE
1,3,5-TRIMETHYLBENZENE 108-67-8 8260B mg/kg 270 1500 NE NE
VINYL CHLORIDE 75-01-4 8260B mg/kg 0.059 1.7 NE NE
XYLENES, TOTAL 1330-20-7 8260B mg/kg 580 2500 142 142
Qualifiers (Q):
NE:Not Established.<:Less than Reported Detection Limit (RDL).
mg/kg:Milligrams per kilogram.
Blue italicized non-detect results (e.g.,<0.0100 ) exceed one or more of the screening levels.
Color shaded value exceeds screening level.
B: The same analyte is found in the associated blank.J: The identification of the analyte is
acceptable; the reported value is an estimate.J3: The associated batch QC was outside the
established quality control range for precision.J5: The sample matrix interfered with the
ability to make any accurate determination; spike value is high.J6: The sample matrix
interfered with the ability to make any accurate determination; spike value is low. P1: RPD
value not applicable for sample concentrations less than 5 times the reporting limit. V3: The
internal standard exhibited poor recovery due to sample matrix interference. The analytical
results will be biased high. BDL results will be unaffected.
EPA RSL: Environmental Protection Agency Regional Screening Levels for soil at residential (Res.) and industrial (Ind.)
properties (May 2022; TR=1E-06; THQ=1.0).
Utah's Initial Screening Levels (ISLs) and risk-based Tier 1 Screening Levels (Tier 1) for petroleum releases at leaking
underground storage tank sites
Bold value exceeds Method Detection Limit (MDL).
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
11/11/2022 11/10/2022 11/10/2022
B-7 @ 7'B-8 @ SURFACE B-8 @ 3'
L1558026-14 L1558026-15 L1558026-16
<0.00607 0.00121 0.00607 0.00187 B J 0.00125 0.00626 0.00188 B J 0.00128 0.0064
<0.0121 0.00115 0.0121 0.00395 J 0.00119 0.0125 0.00193 J 0.00122 0.0128
<0.00121 0.000425 0.00121 <0.00125 0.000439 0.00125 <0.00128 0.000448 0.00128
<0.00607 0.00605 0.00607 <0.00626 0.00624 0.00626 <0.00640 0.00637 0.0064
0.000921 J 0.00025 0.00121 0.000738 J 0.000258 0.00125 0.000659 J 0.000264 0.00128
<0.00121 0.000271 0.00121 <0.00125 0.000279 0.00125 <0.00128 0.000285 0.00128
<0.00121 0.00036 0.00121 <0.00125 0.000371 0.00125 <0.00128 0.000379 0.00128
<0.00121 0.000281 0.00121 <0.00125 0.000289 0.00125 <0.00128 0.000296 0.00128
<0.00121 0.000517 0.00121 <0.00125 0.000534 0.00125 <0.00128 0.000545 0.00128
<0.00121 0.000395 0.00121 <0.00125 0.000407 0.00125 <0.00128 0.000416 0.00128
0.0136 0.00149 0.00607 0.0219 0.00154 0.00626 0.0184 0.00157 0.0064
<0.00121 0.000372 0.00121 <0.00125 0.000383 0.00125 <0.00128 0.000391 0.00128
<0.00121 0.000471 0.00121 <0.00125 0.000486 0.00125 <0.00128 0.000496 0.00128
<0.00121 0.000449 0.00121 <0.00125 0.000464 0.00125 <0.00128 0.000473 0.00128
<0.00121 0.000516 0.00121 <0.00125 0.000533 0.00125 <0.00128 0.000544 0.00128
<0.00121 0.000243 0.00121 <0.00125 0.000251 0.00125 <0.00128 0.000256 0.00128
<0.00607 0.000432 0.00607 <0.00626 0.000446 0.00626 <0.00640 0.000455 0.0064
<0.00304 0.000296 0.00304 <0.00313 0.000306 0.00313 <0.00320 0.000312 0.0032
0.00168 0.000256 0.00121 0.00129 0.000264 0.00125 0.00112 J 0.00027 0.00128
0.000527 J 0.000349 0.00121 0.000527 J 0.00036 0.00125 0.000439 J 0.000367 0.00128
0.000673 J 0.000323 0.00121 0.000595 J 0.000333 0.00125 0.000496 J 0.00034 0.00128
<0.00121 0.000275 0.00121 <0.00125 0.000283 0.00125 <0.00128 0.000289 0.00128
0.00553 0.000607 0.00364 0.00804 0.000626 0.00376 0.00651 0.00064 0.00384
Page 8 of 18
Table 4 - VOCs and Petroleum Hydrocarbons in Soil (2022 Investigation)
Former Anderson Auto Wrecking - 2890 South State Street, Spanish Fork, Utah
Terracon Project No. 61237032
Analyte CAS Method Units RSL
Residential
RSL
Industrial ISL Tier 1
TPH-GRO 8006-61-9 8260B mg/kg NE NE 150 1500
TPH-DRO 68334-30-5 8015 mg/kg NE NE 500 5000
TRPH NE 9071B mg/kg NE NE 1000 10000
ACETONE 67-64-1 8260B mg/kg 61000 670000 NE NE
ACRYLONITRILE 107-13-1 8260B mg/kg 0.25 1.1 NE NE
BENZENE 71-43-2 8260B mg/kg 1.2 5.1 0.2 0.9
BROMOBENZENE 108-86-1 8260B mg/kg 290 1800 NE NE
BROMODICHLOROMETHANE 75-27-4 8260B mg/kg 0.29 1.3 NE NE
BROMOFORM 75-25-2 8260B mg/kg 19 86 NE NE
BROMOMETHANE 74-83-9 8260B mg/kg 6.8 30 NE NE
N-BUTYLBENZENE 104-51-8 8260B mg/kg 3900 58000 NE NE
SEC-BUTYLBENZENE 135-98-8 8260B mg/kg 7800 120000 NE NE
TERT-BUTYLBENZENE 98-06-6 8260B mg/kg 7800 120000 NE NE
CARBON TETRACHLORIDE 56-23-5 8260B mg/kg 0.65 2.9 NE NE
CHLOROBENZENE 108-90-7 8260B mg/kg 280 1300 NE NE
CHLORODIBROMOMETHANE 124-48-1 8260B mg/kg 8.3 39 NE NE
CHLOROETHANE 75-00-3 8260B mg/kg 14000 57000 NE NE
CHLOROFORM 67-66-3 8260B mg/kg 0.32 1.4 NE NE
CHLOROMETHANE 74-87-3 8260B mg/kg 110 460 NE NE
2-CHLOROTOLUENE 95-49-8 8260B mg/kg 1600 23000 NE NE
4-CHLOROTOLUENE 106-43-4 8260B mg/kg 1600 23000 NE NE
1,2-DIBROMO-3-CHLOROPROPANE 96-12-8 8260B mg/kg 0.0053 0.064 NE NE
1,2-DIBROMOETHANE 106-93-4 8260B mg/kg 0.036 0.16 NE NE
DIBROMOMETHANE 74-95-3 8260B mg/kg 24 99 NE NE
1,2-DICHLOROBENZENE 95-50-1 8260B mg/kg 1800 9300 NE NE
1,3-DICHLOROBENZENE 541-73-1 8260B mg/kg NE NE NE NE
1,4-DICHLOROBENZENE 106-46-7 8260B mg/kg 2.6 11 NE NE
DICHLORODIFLUOROMETHANE 75-71-8 8260B mg/kg 87 370 NE NE
1,1-DICHLOROETHANE 75-34-3 8260B mg/kg 3.6 16 NE NE
1,2-DICHLOROETHANE 107-06-2 8260B mg/kg 0.46 2 NE NE
1,1-DICHLOROETHENE 75-35-4 8260B mg/kg 230 1000 NE NE
CIS-1,2-DICHLOROETHENE 156-59-2 8260B mg/kg 160 2300 NE NE
TRANS-1,2-DICHLOROETHENE 156-60-5 8260B mg/kg 70 300 NE NE
1,2-DICHLOROPROPANE 78-87-5 8260B mg/kg 2.5 11 NE NE
1,1-DICHLOROPROPENE 563-58-6 8260B mg/kg NE NE NE NE
1,3-DICHLOROPROPANE 142-28-9 8260B mg/kg 1600 23000 NE NE
CIS-1,3-DICHLOROPROPENE 10061-01-5 8260B mg/kg NE NE NE NE
TRANS-1,3-DICHLOROPROPENE 10061-02-6 8260B mg/kg NE NE NE NE
2,2-DICHLOROPROPANE 594-20-7 8260B mg/kg NE NE NE NE
DI-ISOPROPYL ETHER 108-20-3 8260B mg/kg 2200 9400 NE NE
ETHYLBENZENE 100-41-4 8260B mg/kg 5.8 25 5 23
HEXACHLORO-1,3-BUTADIENE 87-68-3 8260B mg/kg 1.2 5.3 NE NE
ISOPROPYLBENZENE 98-82-8 8260B mg/kg 1900 9900 NE NE
P-ISOPROPYLTOLUENE 99-87-6 8260B mg/kg NE NE NE NE
2-BUTANONE (MEK)78-93-3 8260B mg/kg 27000 190000 NE NE
Date Collected
Client Sample ID
Lab Sample ID
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
0.283 J 0.206 0.562 0.362 J 0.21 0.573 0.32 J 0.243 0.665
4.4 J 0.865 4.5 4.58 J 0.881 4.58 894 V 20.5 106
318 37.1 112 88.2 J 37.8 115 1830 43.9 133
0.107 0.0233 0.0562 0.0617 0.0237 0.0573 0.152 0.0275 0.0665
<0.0112 0.00227 0.0112 <0.0115 0.00231 0.0115 <0.0133 0.00268 0.0133
0.00455 0.000422 0.00112 0.00569 0.00043 0.00115 0.0121 0.000498 0.00133
<0.00112 0.000309 0.00112 <0.00115 0.000315 0.00115 <0.00133 0.000366 0.00133
<0.00112 0.000815 0.00112 <0.00115 0.00083 0.00115 <0.00133 0.000964 0.00133
<0.00112 0.000477 0.00112 <0.00115 0.000486 0.00115 <0.00133 0.000564 0.00133
<0.00562 0.00132 0.00562 <0.00573 0.00134 0.00573 <0.00665 0.00156 0.00665
<0.00112 0.00029 0.00112 <0.00115 0.000296 0.00115 <0.00133 0.000343 0.00133
<0.00112 0.000226 0.00112 <0.00115 0.00023 0.00115 <0.00133 0.000267 0.00133
<0.00112 0.000232 0.00112 <0.00115 0.000236 0.00115 <0.00133 0.000274 0.00133
<0.00112 0.000279 0.00112 <0.00115 0.000284 0.00115 <0.00133 0.00033 0.00133
<0.00112 0.000216 0.00112 <0.00115 0.00022 0.00115 <0.00133 0.000255 0.00133
<0.00112 0.000252 0.00112 <0.00115 0.000257 0.00115 <0.00133 0.000298 0.00133
<0.00562 0.00112 0.00562 <0.00573 0.00115 0.00573 <0.00665 0.00133 0.00665
<0.00562 0.00116 0.00562 <0.00573 0.00118 0.00573 <0.00665 0.00137 0.00665
<0.00281 0.000731 0.00281 <0.00286 0.000745 0.00286 <0.00332 0.000864 0.00332
<0.00112 0.000253 0.00112 <0.00115 0.000258 0.00115 <0.00133 0.000299 0.00133
<0.00112 0.000777 0.00112 <0.00115 0.000791 0.00115 <0.00133 0.000918 0.00133
<0.00562 0.00214 0.00562 <0.00573 0.00218 0.00573 <0.00665 0.00253 0.00665
<0.00112 0.000281 0.00112 <0.00115 0.000286 0.00115 <0.00133 0.000332 0.00133
<0.00112 0.000394 0.00112 <0.00115 0.000401 0.00115 <0.00133 0.000465 0.00133
<0.00112 0.000478 0.00112 <0.00115 0.000487 0.00115 <0.00133 0.000565 0.00133
<0.00112 0.000675 0.00112 <0.00115 0.000687 0.00115 <0.00133 0.000797 0.00133
<0.00112 0.000933 0.00112 <0.00115 0.000951 0.00115 <0.00133 0.0011 0.00133
<0.00562 0.000323 0.00562 <0.00573 0.000329 0.00573 <0.00665 0.000381 0.00665
<0.00112 0.000301 0.00112 <0.00115 0.000307 0.00115 <0.00133 0.000356 0.00133
<0.00112 0.000506 0.00112 <0.00115 0.000515 0.00115 <0.00133 0.000598 0.00133
<0.00112 0.000399 0.00112 <0.00115 0.000407 0.00115 <0.00133 0.000472 0.00133
<0.00112 0.000534 0.00112 <0.00115 0.000544 0.00115 <0.00133 0.000631 0.00133
<0.00112 0.000562 0.00112 <0.00115 0.000573 0.00115 <0.00133 0.000665 0.00133
<0.00112 0.000184 0.00112 <0.00115 0.000188 0.00115 <0.00133 0.000218 0.00133
<0.00112 0.000422 0.00112 <0.00115 0.00043 0.00115 <0.00133 0.000498 0.00133
<0.00112 0.000253 0.00112 <0.00115 0.000258 0.00115 <0.00133 0.000299 0.00133
<0.00112 0.000478 0.00112 <0.00115 0.000487 0.00115 <0.00133 0.000565 0.00133
<0.00112 0.000759 0.00112 <0.00115 0.000773 0.00115 <0.00133 0.000897 0.00133
<0.00112 0.000422 0.00112 <0.00115 0.00043 0.00115 <0.00133 0.000498 0.00133
<0.00112 0.000249 0.00112 <0.00115 0.000253 0.00115 <0.00133 0.000294 0.00133
0.00245 0.000337 0.00112 0.0034 0.000344 0.00115 0.0036 0.000399 0.00133
<0.00112 0.000385 0.00112 <0.00115 0.000392 0.00115 <0.00133 0.000455 0.00133
<0.00112 0.000478 0.00112 <0.00115 0.000487 0.00115 <0.00133 0.000565 0.00133
<0.00112 0.000229 0.00112 <0.00115 0.000234 0.00115 <0.00133 0.000271 0.00133
0.0271 0.00526 0.0112 0.0162 0.00536 0.0115 0.0225 0.00622 0.0133
11/09/2022
B-9 @ SURFACE
11/09/2022 11/11/2022
B-9 @ 2'B-12 @ SURFACE
L1558026-18 L1558026-40L1558026-17
Page 9 of 18
Table 4 - VOCs and Petroleum Hydrocarbons in Soil (2022 Investigation)
Former Anderson Auto Wrecking - 2890 South State Street, Spanish Fork, Utah
Terracon Project No. 61237032
Analyte CAS Method Units RSL
Residential
RSL
Industrial ISL Tier 1
TPH-GRO 8006-61-9 8260B mg/kg NE NE 150 1500
Date Collected
Client Sample ID
Lab Sample ID
METHYLENE CHLORIDE 75-09-2 8260B mg/kg 57 1000 NE NE
4-METHYL-2-PENTANONE (MIBK)108-10-1 8260B mg/kg 33000 140000 NE NE
METHYL TERT-BUTYL ETHER 1634-04-4 8260B mg/kg 47 210 0.3 0.3
NAPHTHALENE 91-20-3 8260B mg/kg 2 8.6 51 51
N-PROPYLBENZENE 103-65-1 8260B mg/kg 3800 24000 NE NE
STYRENE 100-42-5 8260B mg/kg 6000 35000 NE NE
1,1,1,2-TETRACHLOROETHANE 630-20-6 8260B mg/kg 2 8.8 NE NE
1,1,2,2-TETRACHLOROETHANE 79-34-5 8260B mg/kg 0.6 2.7 NE NE
1,1,2-TRICHLOROTRIFLUOROETHANE 76-13-1 8260B mg/kg 6700 28000 NE NE
TETRACHLOROETHENE 127-18-4 8260B mg/kg 24 100 NE NE
TOLUENE 108-88-3 8260B mg/kg 4900 47000 9 25
1,2,3-TRICHLOROBENZENE 87-61-6 8260B mg/kg 63 930 NE NE
1,2,4-TRICHLOROBENZENE 120-82-1 8260B mg/kg 24 110 NE NE
1,1,1-TRICHLOROETHANE 71-55-6 8260B mg/kg 8100 36000 NE NE
1,1,2-TRICHLOROETHANE 79-00-5 8260B mg/kg 1.1 5 NE NE
TRICHLOROETHENE 79-01-6 8260B mg/kg 0.94 6 NE NE
TRICHLOROFLUOROMETHANE 75-69-4 8260B mg/kg 23000 350000 NE NE
1,2,3-TRICHLOROPROPANE 96-18-4 8260B mg/kg 0.0051 0.11 NE NE
1,2,4-TRIMETHYLBENZENE 95-63-6 8260B mg/kg 300 1800 NE NE
1,2,3-TRIMETHYLBENZENE 526-73-8 8260B mg/kg 340 2000 NE NE
1,3,5-TRIMETHYLBENZENE 108-67-8 8260B mg/kg 270 1500 NE NE
VINYL CHLORIDE 75-01-4 8260B mg/kg 0.059 1.7 NE NE
XYLENES, TOTAL 1330-20-7 8260B mg/kg 580 2500 142 142
Qualifiers (Q):
NE:Not Established.<:Less than Reported Detection Limit (RDL).
mg/kg:Milligrams per kilogram.
Blue italicized non-detect results (e.g.,<0.0100 ) exceed one or more of the screening levels.
Color shaded value exceeds screening level.
B: The same analyte is found in the associated blank.J: The identification of the analyte is
acceptable; the reported value is an estimate.J3: The associated batch QC was outside the
established quality control range for precision.J5: The sample matrix interfered with the
ability to make any accurate determination; spike value is high.J6: The sample matrix
interfered with the ability to make any accurate determination; spike value is low. P1: RPD
value not applicable for sample concentrations less than 5 times the reporting limit. V3: The
internal standard exhibited poor recovery due to sample matrix interference. The analytical
results will be biased high. BDL results will be unaffected.
EPA RSL: Environmental Protection Agency Regional Screening Levels for soil at residential (Res.) and industrial (Ind.)
properties (May 2022; TR=1E-06; THQ=1.0).
Utah's Initial Screening Levels (ISLs) and risk-based Tier 1 Screening Levels (Tier 1) for petroleum releases at leaking
underground storage tank sites
Bold value exceeds Method Detection Limit (MDL).
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
11/09/2022
B-9 @ SURFACE
11/09/2022 11/11/2022
B-9 @ 2'B-12 @ SURFACE
L1558026-18 L1558026-40L1558026-17
0.00116 B J 0.00112 0.00562 0.0014 B J 0.00115 0.00573 0.00153 B J 0.00133 0.00665
0.00145 J 0.00107 0.0112 0.00186 J 0.00109 0.0115 0.0126 J 0.00126 0.0133
<0.00112 0.000394 0.00112 <0.00115 0.000401 0.00115 <0.00133 0.000465 0.00133
<0.00562 0.0056 0.00562 <0.00573 0.0057 0.00573 <0.00665 0.00662 0.00665
0.000362 J 0.000232 0.00112 0.000443 J 0.000236 0.00115 0.00061 J 0.000274 0.00133
<0.00112 0.000251 0.00112 <0.00115 0.000255 0.00115 <0.00133 0.000296 0.00133
<0.00112 0.000333 0.00112 <0.00115 0.000339 0.00115 <0.00133 0.000393 0.00133
<0.00112 0.00026 0.00112 <0.00115 0.000265 0.00115 <0.00133 0.000307 0.00133
<0.00112 0.000479 0.00112 <0.00115 0.000488 0.00115 <0.00133 0.000566 0.00133
<0.00112 0.000365 0.00112 <0.00115 0.000372 0.00115 <0.00133 0.000432 0.00133
0.00648 0.00138 0.00562 0.00929 0.00141 0.00573 0.0136 0.00163 0.00665
<0.00112 0.000344 0.00112 <0.00115 0.00035 0.00115 <0.00133 0.000407 0.00133
<0.00112 0.000436 0.00112 <0.00115 0.000444 0.00115 <0.00133 0.000516 0.00133
<0.00112 0.000416 0.00112 <0.00115 0.000424 0.00115 <0.00133 0.000492 0.00133
<0.00112 0.000478 0.00112 <0.00115 0.000487 0.00115 <0.00133 0.000565 0.00133
<0.00112 0.000225 0.00112 <0.00115 0.000229 0.00115 <0.00133 0.000266 0.00133
<0.00562 0.0004 0.00562 <0.00573 0.000408 0.00573 <0.00665 0.000473 0.00665
<0.00281 0.000274 0.00281 <0.00286 0.000279 0.00286 <0.00332 0.000324 0.00332
0.00134 0.000237 0.00112 0.00141 0.000242 0.00115 0.00237 0.00028 0.00133
0.000404 J 0.000323 0.00112 0.000407 J 0.000329 0.00115 0.00088 J 0.000381 0.00133
0.000569 J 0.000299 0.00112 0.000605 J 0.000305 0.00115 0.0012 J 0.000354 0.00133
<0.00112 0.000254 0.00112 <0.00115 0.000259 0.00115 <0.00133 0.0003 0.00133
0.00358 0.000562 0.00337 0.00425 0.000573 0.00344 0.0113 0.000665 0.00399
Page 10 of 18
Table 4 - VOCs and Petroleum Hydrocarbons in Soil (2022 Investigation)
Former Anderson Auto Wrecking - 2890 South State Street, Spanish Fork, Utah
Terracon Project No. 61237032
Analyte CAS Method Units RSL
Residential
RSL
Industrial ISL Tier 1
TPH-GRO 8006-61-9 8260B mg/kg NE NE 150 1500
TPH-DRO 68334-30-5 8015 mg/kg NE NE 500 5000
TRPH NE 9071B mg/kg NE NE 1000 10000
ACETONE 67-64-1 8260B mg/kg 61000 670000 NE NE
ACRYLONITRILE 107-13-1 8260B mg/kg 0.25 1.1 NE NE
BENZENE 71-43-2 8260B mg/kg 1.2 5.1 0.2 0.9
BROMOBENZENE 108-86-1 8260B mg/kg 290 1800 NE NE
BROMODICHLOROMETHANE 75-27-4 8260B mg/kg 0.29 1.3 NE NE
BROMOFORM 75-25-2 8260B mg/kg 19 86 NE NE
BROMOMETHANE 74-83-9 8260B mg/kg 6.8 30 NE NE
N-BUTYLBENZENE 104-51-8 8260B mg/kg 3900 58000 NE NE
SEC-BUTYLBENZENE 135-98-8 8260B mg/kg 7800 120000 NE NE
TERT-BUTYLBENZENE 98-06-6 8260B mg/kg 7800 120000 NE NE
CARBON TETRACHLORIDE 56-23-5 8260B mg/kg 0.65 2.9 NE NE
CHLOROBENZENE 108-90-7 8260B mg/kg 280 1300 NE NE
CHLORODIBROMOMETHANE 124-48-1 8260B mg/kg 8.3 39 NE NE
CHLOROETHANE 75-00-3 8260B mg/kg 14000 57000 NE NE
CHLOROFORM 67-66-3 8260B mg/kg 0.32 1.4 NE NE
CHLOROMETHANE 74-87-3 8260B mg/kg 110 460 NE NE
2-CHLOROTOLUENE 95-49-8 8260B mg/kg 1600 23000 NE NE
4-CHLOROTOLUENE 106-43-4 8260B mg/kg 1600 23000 NE NE
1,2-DIBROMO-3-CHLOROPROPANE 96-12-8 8260B mg/kg 0.0053 0.064 NE NE
1,2-DIBROMOETHANE 106-93-4 8260B mg/kg 0.036 0.16 NE NE
DIBROMOMETHANE 74-95-3 8260B mg/kg 24 99 NE NE
1,2-DICHLOROBENZENE 95-50-1 8260B mg/kg 1800 9300 NE NE
1,3-DICHLOROBENZENE 541-73-1 8260B mg/kg NE NE NE NE
1,4-DICHLOROBENZENE 106-46-7 8260B mg/kg 2.6 11 NE NE
DICHLORODIFLUOROMETHANE 75-71-8 8260B mg/kg 87 370 NE NE
1,1-DICHLOROETHANE 75-34-3 8260B mg/kg 3.6 16 NE NE
1,2-DICHLOROETHANE 107-06-2 8260B mg/kg 0.46 2 NE NE
1,1-DICHLOROETHENE 75-35-4 8260B mg/kg 230 1000 NE NE
CIS-1,2-DICHLOROETHENE 156-59-2 8260B mg/kg 160 2300 NE NE
TRANS-1,2-DICHLOROETHENE 156-60-5 8260B mg/kg 70 300 NE NE
1,2-DICHLOROPROPANE 78-87-5 8260B mg/kg 2.5 11 NE NE
1,1-DICHLOROPROPENE 563-58-6 8260B mg/kg NE NE NE NE
1,3-DICHLOROPROPANE 142-28-9 8260B mg/kg 1600 23000 NE NE
CIS-1,3-DICHLOROPROPENE 10061-01-5 8260B mg/kg NE NE NE NE
TRANS-1,3-DICHLOROPROPENE 10061-02-6 8260B mg/kg NE NE NE NE
2,2-DICHLOROPROPANE 594-20-7 8260B mg/kg NE NE NE NE
DI-ISOPROPYL ETHER 108-20-3 8260B mg/kg 2200 9400 NE NE
ETHYLBENZENE 100-41-4 8260B mg/kg 5.8 25 5 23
HEXACHLORO-1,3-BUTADIENE 87-68-3 8260B mg/kg 1.2 5.3 NE NE
ISOPROPYLBENZENE 98-82-8 8260B mg/kg 1900 9900 NE NE
P-ISOPROPYLTOLUENE 99-87-6 8260B mg/kg NE NE NE NE
2-BUTANONE (MEK)78-93-3 8260B mg/kg 27000 190000 NE NE
Date Collected
Client Sample ID
Lab Sample ID
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
13.9 0.222 0.608 0.406 J 0.214 0.585 0.345 J 0.209 0.572
1320 4.68 24.3 9.4 0.899 4.68 5.68 0.879 4.57
2230 40.1 122 116 J 38.6 117 87.3 J 37.7 114
0.194 0.0252 0.0608 0.0519 J 0.0242 0.0585 0.0493 J 0.0237 0.0572
<0.0122 0.00245 0.0122 <0.0117 0.00236 0.0117 <0.0114 0.00231 0.0114
0.0113 0.000456 0.00122 0.00897 0.000439 0.00117 0.0138 0.000429 0.00114
<0.00122 0.000334 0.00122 <0.00117 0.000322 0.00117 <0.00114 0.000314 0.00114
<0.00122 0.000881 0.00122 <0.00117 0.000848 0.00117 <0.00114 0.000829 0.00114
<0.00122 0.000515 0.00122 <0.00117 0.000496 0.00117 <0.00114 0.000485 0.00114
<0.00608 0.00142 0.00608 <0.00585 0.00137 0.00585 <0.00572 0.00134 0.00572
0.0916 0.000314 0.00122 <0.00117 0.000302 0.00117 <0.00114 0.000295 0.00114
0.0367 0.000244 0.00122 <0.00117 0.000235 0.00117 <0.00114 0.00023 0.00114
<0.00122 0.00025 0.00122 <0.00117 0.000241 0.00117 <0.00114 0.000236 0.00114
<0.00122 0.000301 0.00122 <0.00117 0.00029 0.00117 <0.00114 0.000284 0.00114
<0.00122 0.000233 0.00122 <0.00117 0.000225 0.00117 <0.00114 0.00022 0.00114
<0.00122 0.000272 0.00122 <0.00117 0.000262 0.00117 <0.00114 0.000256 0.00114
<0.00608 0.00122 0.00608 <0.00585 0.00117 0.00585 <0.00572 0.00114 0.00572
<0.00608 0.00125 0.00608 <0.00585 0.0012 0.00585 <0.00572 0.00118 0.00572
<0.00304 0.00079 0.00304 <0.00292 0.00076 0.00292 <0.00286 0.000743 0.00286
<0.00122 0.000273 0.00122 <0.00117 0.000263 0.00117 <0.00114 0.000257 0.00114
<0.00122 0.00084 0.00122 <0.00117 0.000808 0.00117 <0.00114 0.00079 0.00114
<0.00608 0.00231 0.00608 <0.00585 0.00222 0.00585 <0.00572 0.00217 0.00572
<0.00122 0.000304 0.00122 <0.00117 0.000292 0.00117 <0.00114 0.000286 0.00114
<0.00122 0.000425 0.00122 <0.00117 0.000409 0.00117 <0.00114 0.0004 0.00114
<0.00122 0.000517 0.00122 <0.00117 0.000497 0.00117 <0.00114 0.000486 0.00114
<0.00122 0.000729 0.00122 <0.00117 0.000702 0.00117 <0.00114 0.000686 0.00114
<0.00122 0.00101 0.00122 <0.00117 0.000971 0.00117 <0.00114 0.000949 0.00114
<0.00608 0.000349 0.00608 <0.00585 0.000336 0.00585 <0.00572 0.000328 0.00572
<0.00122 0.000326 0.00122 <0.00117 0.000313 0.00117 <0.00114 0.000306 0.00114
<0.00122 0.000547 0.00122 <0.00117 0.000526 0.00117 <0.00114 0.000515 0.00114
<0.00122 0.000431 0.00122 <0.00117 0.000415 0.00117 <0.00114 0.000406 0.00114
<0.00122 0.000577 0.00122 <0.00117 0.000556 0.00117 <0.00114 0.000543 0.00114
<0.00122 0.000608 0.00122 <0.00117 0.000585 0.00117 <0.00114 0.000572 0.00114
<0.00122 0.000199 0.00122 <0.00117 0.000192 0.00117 <0.00114 0.000188 0.00114
<0.00122 0.000456 0.00122 <0.00117 0.000439 0.00117 <0.00114 0.000429 0.00114
<0.00122 0.000273 0.00122 <0.00117 0.000263 0.00117 <0.00114 0.000257 0.00114
<0.00122 0.000517 0.00122 <0.00117 0.000497 0.00117 <0.00114 0.000486 0.00114
<0.00122 0.00082 0.00122 <0.00117 0.00079 0.00117 <0.00114 0.000772 0.00114
<0.00122 0.000456 0.00122 <0.00117 0.000439 0.00117 <0.00114 0.000429 0.00114
<0.00122 0.000269 0.00122 <0.00117 0.000259 0.00117 <0.00114 0.000253 0.00114
2.47 0.0217 0.0722 0.00474 0.000351 0.00117 0.00535 0.000343 0.00114
<0.00122 0.000416 0.00122 <0.00117 0.0004 0.00117 <0.00114 0.000391 0.00114
0.0664 0.000517 0.00122 <0.00117 0.000497 0.00117 <0.00114 0.000486 0.00114
0.00954 0.000248 0.00122 <0.00117 0.000239 0.00117 <0.00114 0.000233 0.00114
0.0723 0.00569 0.0122 0.0123 0.00547 0.0117 0.0183 0.00535 0.0114
11/11/2022 11/11/2022 11/11/2022
B-12 @ 4'B-13 @ SURFACE B-13 @ 3'
L1558026-41 L1558026-42 L1558026-43
Page 11 of 18
Table 4 - VOCs and Petroleum Hydrocarbons in Soil (2022 Investigation)
Former Anderson Auto Wrecking - 2890 South State Street, Spanish Fork, Utah
Terracon Project No. 61237032
Analyte CAS Method Units RSL
Residential
RSL
Industrial ISL Tier 1
TPH-GRO 8006-61-9 8260B mg/kg NE NE 150 1500
Date Collected
Client Sample ID
Lab Sample ID
METHYLENE CHLORIDE 75-09-2 8260B mg/kg 57 1000 NE NE
4-METHYL-2-PENTANONE (MIBK)108-10-1 8260B mg/kg 33000 140000 NE NE
METHYL TERT-BUTYL ETHER 1634-04-4 8260B mg/kg 47 210 0.3 0.3
NAPHTHALENE 91-20-3 8260B mg/kg 2 8.6 51 51
N-PROPYLBENZENE 103-65-1 8260B mg/kg 3800 24000 NE NE
STYRENE 100-42-5 8260B mg/kg 6000 35000 NE NE
1,1,1,2-TETRACHLOROETHANE 630-20-6 8260B mg/kg 2 8.8 NE NE
1,1,2,2-TETRACHLOROETHANE 79-34-5 8260B mg/kg 0.6 2.7 NE NE
1,1,2-TRICHLOROTRIFLUOROETHANE 76-13-1 8260B mg/kg 6700 28000 NE NE
TETRACHLOROETHENE 127-18-4 8260B mg/kg 24 100 NE NE
TOLUENE 108-88-3 8260B mg/kg 4900 47000 9 25
1,2,3-TRICHLOROBENZENE 87-61-6 8260B mg/kg 63 930 NE NE
1,2,4-TRICHLOROBENZENE 120-82-1 8260B mg/kg 24 110 NE NE
1,1,1-TRICHLOROETHANE 71-55-6 8260B mg/kg 8100 36000 NE NE
1,1,2-TRICHLOROETHANE 79-00-5 8260B mg/kg 1.1 5 NE NE
TRICHLOROETHENE 79-01-6 8260B mg/kg 0.94 6 NE NE
TRICHLOROFLUOROMETHANE 75-69-4 8260B mg/kg 23000 350000 NE NE
1,2,3-TRICHLOROPROPANE 96-18-4 8260B mg/kg 0.0051 0.11 NE NE
1,2,4-TRIMETHYLBENZENE 95-63-6 8260B mg/kg 300 1800 NE NE
1,2,3-TRIMETHYLBENZENE 526-73-8 8260B mg/kg 340 2000 NE NE
1,3,5-TRIMETHYLBENZENE 108-67-8 8260B mg/kg 270 1500 NE NE
VINYL CHLORIDE 75-01-4 8260B mg/kg 0.059 1.7 NE NE
XYLENES, TOTAL 1330-20-7 8260B mg/kg 580 2500 142 142
Qualifiers (Q):
NE:Not Established.<:Less than Reported Detection Limit (RDL).
mg/kg:Milligrams per kilogram.
Blue italicized non-detect results (e.g.,<0.0100 ) exceed one or more of the screening levels.
Color shaded value exceeds screening level.
B: The same analyte is found in the associated blank.J: The identification of the analyte is
acceptable; the reported value is an estimate.J3: The associated batch QC was outside the
established quality control range for precision.J5: The sample matrix interfered with the
ability to make any accurate determination; spike value is high.J6: The sample matrix
interfered with the ability to make any accurate determination; spike value is low. P1: RPD
value not applicable for sample concentrations less than 5 times the reporting limit. V3: The
internal standard exhibited poor recovery due to sample matrix interference. The analytical
results will be biased high. BDL results will be unaffected.
EPA RSL: Environmental Protection Agency Regional Screening Levels for soil at residential (Res.) and industrial (Ind.)
properties (May 2022; TR=1E-06; THQ=1.0).
Utah's Initial Screening Levels (ISLs) and risk-based Tier 1 Screening Levels (Tier 1) for petroleum releases at leaking
underground storage tank sites
Bold value exceeds Method Detection Limit (MDL).
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
11/11/2022 11/11/2022 11/11/2022
B-12 @ 4'B-13 @ SURFACE B-13 @ 3'
L1558026-41 L1558026-42 L1558026-43
<0.00608 0.00122 0.00608 0.00122 B J 0.00117 0.00585 0.00124 B J 0.00114 0.00572
<0.0122 0.00115 0.0122 <0.0117 0.00111 0.0117 <0.0114 0.00109 0.0114
0.00715 0.000425 0.00122 <0.00117 0.000409 0.00117 <0.00114 0.0004 0.00114
1.86 0.359 0.362 <0.00585 0.00583 0.00585 <0.00572 0.0057 0.00572
1.9 0.0149 0.0722 0.00109 J V3 0.000241 0.00117 0.000796 J V3 0.000236 0.00114
<0.00122 0.000271 0.00122 <0.00117 0.000261 0.00117 <0.00114 0.000255 0.00114
<0.00122 0.00036 0.00122 <0.00117 0.000346 0.00117 <0.00114 0.000339 0.00114
<0.00122 0.000281 0.00122 <0.00117 0.00027 0.00117 <0.00114 0.000264 0.00114
<0.00122 0.000518 0.00122 <0.00117 0.000498 0.00117 <0.00114 0.000487 0.00114
<0.00122 0.000395 0.00122 <0.00117 0.00038 0.00117 <0.00114 0.000372 0.00114
0.00914 0.00149 0.00608 0.00974 0.00144 0.00585 0.0154 0.00141 0.00572
<0.00122 0.000372 0.00122 <0.00117 0.000358 0.00117 <0.00114 0.00035 0.00114
<0.00122 0.000472 0.00122 <0.00117 0.000454 0.00117 <0.00114 0.000444 0.00114
<0.00122 0.00045 0.00122 <0.00117 0.000433 0.00117 <0.00114 0.000423 0.00114
<0.00122 0.000517 0.00122 <0.00117 0.000497 0.00117 <0.00114 0.000486 0.00114
<0.00122 0.000243 0.00122 <0.00117 0.000234 0.00117 <0.00114 0.000229 0.00114
<0.00608 0.000433 0.00608 <0.00585 0.000416 0.00585 <0.00572 0.000407 0.00572
<0.00304 0.000297 0.00304 <0.00292 0.000285 0.00292 <0.00286 0.000279 0.00286
16.2 E 0.0153 0.0722 0.00366 V3 0.000247 0.00117 0.00368 0.000241 0.00114
3.62 0.0207 0.0722 0.00124 V3 0.000336 0.00117 0.000672 J V3 0.000328 0.00114
4.9 0.0192 0.0722 0.00143 V3 0.000311 0.00117 0.000724 J V3 0.000304 0.00114
<0.00122 0.000275 0.00122 <0.00117 0.000264 0.00117 <0.00114 0.000258 0.00114
13.1 0.0362 0.217 0.00907 0.000585 0.00351 0.00822 0.000572 0.00343
Page 12 of 18
Table 4 - VOCs and Petroleum Hydrocarbons in Soil (2022 Investigation)
Former Anderson Auto Wrecking - 2890 South State Street, Spanish Fork, Utah
Terracon Project No. 61237032
Analyte CAS Method Units RSL
Residential
RSL
Industrial ISL Tier 1
TPH-GRO 8006-61-9 8260B mg/kg NE NE 150 1500
TPH-DRO 68334-30-5 8015 mg/kg NE NE 500 5000
TRPH NE 9071B mg/kg NE NE 1000 10000
ACETONE 67-64-1 8260B mg/kg 61000 670000 NE NE
ACRYLONITRILE 107-13-1 8260B mg/kg 0.25 1.1 NE NE
BENZENE 71-43-2 8260B mg/kg 1.2 5.1 0.2 0.9
BROMOBENZENE 108-86-1 8260B mg/kg 290 1800 NE NE
BROMODICHLOROMETHANE 75-27-4 8260B mg/kg 0.29 1.3 NE NE
BROMOFORM 75-25-2 8260B mg/kg 19 86 NE NE
BROMOMETHANE 74-83-9 8260B mg/kg 6.8 30 NE NE
N-BUTYLBENZENE 104-51-8 8260B mg/kg 3900 58000 NE NE
SEC-BUTYLBENZENE 135-98-8 8260B mg/kg 7800 120000 NE NE
TERT-BUTYLBENZENE 98-06-6 8260B mg/kg 7800 120000 NE NE
CARBON TETRACHLORIDE 56-23-5 8260B mg/kg 0.65 2.9 NE NE
CHLOROBENZENE 108-90-7 8260B mg/kg 280 1300 NE NE
CHLORODIBROMOMETHANE 124-48-1 8260B mg/kg 8.3 39 NE NE
CHLOROETHANE 75-00-3 8260B mg/kg 14000 57000 NE NE
CHLOROFORM 67-66-3 8260B mg/kg 0.32 1.4 NE NE
CHLOROMETHANE 74-87-3 8260B mg/kg 110 460 NE NE
2-CHLOROTOLUENE 95-49-8 8260B mg/kg 1600 23000 NE NE
4-CHLOROTOLUENE 106-43-4 8260B mg/kg 1600 23000 NE NE
1,2-DIBROMO-3-CHLOROPROPANE 96-12-8 8260B mg/kg 0.0053 0.064 NE NE
1,2-DIBROMOETHANE 106-93-4 8260B mg/kg 0.036 0.16 NE NE
DIBROMOMETHANE 74-95-3 8260B mg/kg 24 99 NE NE
1,2-DICHLOROBENZENE 95-50-1 8260B mg/kg 1800 9300 NE NE
1,3-DICHLOROBENZENE 541-73-1 8260B mg/kg NE NE NE NE
1,4-DICHLOROBENZENE 106-46-7 8260B mg/kg 2.6 11 NE NE
DICHLORODIFLUOROMETHANE 75-71-8 8260B mg/kg 87 370 NE NE
1,1-DICHLOROETHANE 75-34-3 8260B mg/kg 3.6 16 NE NE
1,2-DICHLOROETHANE 107-06-2 8260B mg/kg 0.46 2 NE NE
1,1-DICHLOROETHENE 75-35-4 8260B mg/kg 230 1000 NE NE
CIS-1,2-DICHLOROETHENE 156-59-2 8260B mg/kg 160 2300 NE NE
TRANS-1,2-DICHLOROETHENE 156-60-5 8260B mg/kg 70 300 NE NE
1,2-DICHLOROPROPANE 78-87-5 8260B mg/kg 2.5 11 NE NE
1,1-DICHLOROPROPENE 563-58-6 8260B mg/kg NE NE NE NE
1,3-DICHLOROPROPANE 142-28-9 8260B mg/kg 1600 23000 NE NE
CIS-1,3-DICHLOROPROPENE 10061-01-5 8260B mg/kg NE NE NE NE
TRANS-1,3-DICHLOROPROPENE 10061-02-6 8260B mg/kg NE NE NE NE
2,2-DICHLOROPROPANE 594-20-7 8260B mg/kg NE NE NE NE
DI-ISOPROPYL ETHER 108-20-3 8260B mg/kg 2200 9400 NE NE
ETHYLBENZENE 100-41-4 8260B mg/kg 5.8 25 5 23
HEXACHLORO-1,3-BUTADIENE 87-68-3 8260B mg/kg 1.2 5.3 NE NE
ISOPROPYLBENZENE 98-82-8 8260B mg/kg 1900 9900 NE NE
P-ISOPROPYLTOLUENE 99-87-6 8260B mg/kg NE NE NE NE
2-BUTANONE (MEK)78-93-3 8260B mg/kg 27000 190000 NE NE
Date Collected
Client Sample ID
Lab Sample ID
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
0.252 J 0.24 0.655 0.964 V3 0.224 0.613 0.363 J 0.221 0.603
1.98 J 1.01 5.24 3.64 J 0.942 4.9 68.5 4.64 24.1
78.3 J 43.2 131 71.1 J 40.4 123 409 39.8 121
0.0393 J 0.0271 0.0655 0.0807 V3 0.0254 0.0613 0.0967 0.025 0.0603
<0.0131 0.00265 0.0131 <0.0123 0.00248 0.0123 <0.0121 0.00244 0.0121
0.00464 0.000491 0.00131 0.0274 V3 0.000459 0.00123 0.0177 0.000452 0.00121
<0.00131 0.00036 0.00131 <0.00123 0.000337 0.00123 <0.00121 0.000332 0.00121
<0.00131 0.00095 0.00131 <0.00123 0.000888 0.00123 <0.00121 0.000874 0.00121
<0.00131 0.000555 0.00131 <0.00123 0.00052 0.00123 <0.00121 0.000511 0.00121
<0.00655 0.00153 0.00655 <0.00613 0.00143 0.00613 <0.00603 0.00141 0.00603
<0.00131 0.000338 0.00131 0.000902 J V3 0.000316 0.00123 <0.00121 0.000311 0.00121
<0.00131 0.000263 0.00131 0.000458 J V3 0.000246 0.00123 <0.00121 0.000242 0.00121
<0.00131 0.00027 0.00131 <0.00123 0.000252 0.00123 <0.00121 0.000248 0.00121
<0.00131 0.000325 0.00131 <0.00123 0.000304 0.00123 <0.00121 0.000299 0.00121
<0.00131 0.000252 0.00131 <0.00123 0.000235 0.00123 <0.00121 0.000232 0.00121
<0.00131 0.000293 0.00131 <0.00123 0.000274 0.00123 <0.00121 0.00027 0.00121
<0.00655 0.00131 0.00655 <0.00613 0.00123 0.00613 <0.00603 0.00121 0.00603
<0.00655 0.00135 0.00655 <0.00613 0.00126 0.00613 <0.00603 0.00124 0.00603
<0.00328 0.000852 0.00328 <0.00306 0.000796 0.00306 <0.00302 0.000784 0.00302
<0.00131 0.000295 0.00131 <0.00123 0.000276 0.00123 <0.00121 0.000271 0.00121
<0.00131 0.000905 0.00131 <0.00123 0.000847 0.00123 <0.00121 0.000833 0.00121
<0.00655 0.00249 0.00655 <0.00613 0.00233 0.00613 <0.00603 0.00229 0.00603
<0.00131 0.000328 0.00131 <0.00123 0.000306 0.00123 <0.00121 0.000302 0.00121
<0.00131 0.000459 0.00131 <0.00123 0.000429 0.00123 <0.00121 0.000422 0.00121
<0.00131 0.000557 0.00131 <0.00123 0.000521 0.00123 <0.00121 0.000513 0.00121
<0.00131 0.000786 0.00131 <0.00123 0.000735 0.00123 <0.00121 0.000724 0.00121
<0.00131 0.00109 0.00131 <0.00123 0.00102 0.00123 <0.00121 0.001 0.00121
<0.00655 0.000376 0.00655 <0.00613 0.000352 0.00613 <0.00603 0.000346 0.00603
<0.00131 0.000351 0.00131 <0.00123 0.000328 0.00123 <0.00121 0.000323 0.00121
<0.00131 0.00059 0.00131 <0.00123 0.000551 0.00123 <0.00121 0.000543 0.00121
<0.00131 0.000465 0.00131 <0.00123 0.000435 0.00123 <0.00121 0.000428 0.00121
<0.00131 0.000622 0.00131 <0.00123 0.000582 0.00123 <0.00121 0.000573 0.00121
<0.00131 0.000655 0.00131 <0.00123 0.000613 0.00123 <0.00121 0.000603 0.00121
<0.00131 0.000215 0.00131 <0.00123 0.000201 0.00123 <0.00121 0.000198 0.00121
<0.00131 0.000491 0.00131 <0.00123 0.000459 0.00123 <0.00121 0.000452 0.00121
<0.00131 0.000295 0.00131 <0.00123 0.000276 0.00123 <0.00121 0.000271 0.00121
<0.00131 0.000557 0.00131 <0.00123 0.000521 0.00123 <0.00121 0.000513 0.00121
<0.00131 0.000884 0.00131 <0.00123 0.000827 0.00123 <0.00121 0.000814 0.00121
<0.00131 0.000491 0.00131 <0.00123 0.000459 0.00123 <0.00121 0.000452 0.00121
<0.00131 0.00029 0.00131 <0.00123 0.000271 0.00123 <0.00121 0.000267 0.00121
0.00305 0.000393 0.00131 0.0232 V3 0.000368 0.00123 0.00422 0.000362 0.00121
<0.00131 0.000448 0.00131 <0.00123 0.000419 0.00123 <0.00121 0.000413 0.00121
<0.00131 0.000557 0.00131 0.00134 V3 0.000521 0.00123 <0.00121 0.000513 0.00121
<0.00131 0.000267 0.00131 <0.00123 0.00025 0.00123 <0.00121 0.000246 0.00121
0.00893 J 0.00613 0.0131 <0.0123 0.00573 0.0123 0.0265 0.00564 0.0121
11/09/2022 11/09/2022 11/09/2022
B-14 @ SURFACE B-14 @ 10'B-15 @ SURFACE
L1558026-44 L1558026-45 L1558026-46
Page 13 of 18
Table 4 - VOCs and Petroleum Hydrocarbons in Soil (2022 Investigation)
Former Anderson Auto Wrecking - 2890 South State Street, Spanish Fork, Utah
Terracon Project No. 61237032
Analyte CAS Method Units RSL
Residential
RSL
Industrial ISL Tier 1
TPH-GRO 8006-61-9 8260B mg/kg NE NE 150 1500
Date Collected
Client Sample ID
Lab Sample ID
METHYLENE CHLORIDE 75-09-2 8260B mg/kg 57 1000 NE NE
4-METHYL-2-PENTANONE (MIBK)108-10-1 8260B mg/kg 33000 140000 NE NE
METHYL TERT-BUTYL ETHER 1634-04-4 8260B mg/kg 47 210 0.3 0.3
NAPHTHALENE 91-20-3 8260B mg/kg 2 8.6 51 51
N-PROPYLBENZENE 103-65-1 8260B mg/kg 3800 24000 NE NE
STYRENE 100-42-5 8260B mg/kg 6000 35000 NE NE
1,1,1,2-TETRACHLOROETHANE 630-20-6 8260B mg/kg 2 8.8 NE NE
1,1,2,2-TETRACHLOROETHANE 79-34-5 8260B mg/kg 0.6 2.7 NE NE
1,1,2-TRICHLOROTRIFLUOROETHANE 76-13-1 8260B mg/kg 6700 28000 NE NE
TETRACHLOROETHENE 127-18-4 8260B mg/kg 24 100 NE NE
TOLUENE 108-88-3 8260B mg/kg 4900 47000 9 25
1,2,3-TRICHLOROBENZENE 87-61-6 8260B mg/kg 63 930 NE NE
1,2,4-TRICHLOROBENZENE 120-82-1 8260B mg/kg 24 110 NE NE
1,1,1-TRICHLOROETHANE 71-55-6 8260B mg/kg 8100 36000 NE NE
1,1,2-TRICHLOROETHANE 79-00-5 8260B mg/kg 1.1 5 NE NE
TRICHLOROETHENE 79-01-6 8260B mg/kg 0.94 6 NE NE
TRICHLOROFLUOROMETHANE 75-69-4 8260B mg/kg 23000 350000 NE NE
1,2,3-TRICHLOROPROPANE 96-18-4 8260B mg/kg 0.0051 0.11 NE NE
1,2,4-TRIMETHYLBENZENE 95-63-6 8260B mg/kg 300 1800 NE NE
1,2,3-TRIMETHYLBENZENE 526-73-8 8260B mg/kg 340 2000 NE NE
1,3,5-TRIMETHYLBENZENE 108-67-8 8260B mg/kg 270 1500 NE NE
VINYL CHLORIDE 75-01-4 8260B mg/kg 0.059 1.7 NE NE
XYLENES, TOTAL 1330-20-7 8260B mg/kg 580 2500 142 142
Qualifiers (Q):
NE:Not Established.<:Less than Reported Detection Limit (RDL).
mg/kg:Milligrams per kilogram.
Blue italicized non-detect results (e.g.,<0.0100 ) exceed one or more of the screening levels.
Color shaded value exceeds screening level.
B: The same analyte is found in the associated blank.J: The identification of the analyte is
acceptable; the reported value is an estimate.J3: The associated batch QC was outside the
established quality control range for precision.J5: The sample matrix interfered with the
ability to make any accurate determination; spike value is high.J6: The sample matrix
interfered with the ability to make any accurate determination; spike value is low. P1: RPD
value not applicable for sample concentrations less than 5 times the reporting limit. V3: The
internal standard exhibited poor recovery due to sample matrix interference. The analytical
results will be biased high. BDL results will be unaffected.
EPA RSL: Environmental Protection Agency Regional Screening Levels for soil at residential (Res.) and industrial (Ind.)
properties (May 2022; TR=1E-06; THQ=1.0).
Utah's Initial Screening Levels (ISLs) and risk-based Tier 1 Screening Levels (Tier 1) for petroleum releases at leaking
underground storage tank sites
Bold value exceeds Method Detection Limit (MDL).
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
11/09/2022 11/09/2022 11/09/2022
B-14 @ SURFACE B-14 @ 10'B-15 @ SURFACE
L1558026-44 L1558026-45 L1558026-46
0.00143 B J 0.00131 0.00655 0.00368B J V3 0.00123 0.00613 0.00236 B J 0.00121 0.00603
<0.0131 0.00124 0.0131 <0.0123 0.00116 0.0123 0.00151 J 0.00115 0.0121
<0.00131 0.000459 0.00131 <0.00123 0.000429 0.00123 <0.00121 0.000422 0.00121
<0.00655 0.00652 0.00655 <0.00613 0.0061 0.00613 <0.00603 0.00601 0.00603
0.000453 J 0.00027 0.00131 0.00252 V3 0.000252 0.00123 0.000499 J 0.000248 0.00121
<0.00131 0.000292 0.00131 <0.00123 0.000273 0.00123 <0.00121 0.000269 0.00121
<0.00131 0.000388 0.00131 <0.00123 0.000363 0.00123 <0.00121 0.000357 0.00121
<0.00131 0.000303 0.00131 <0.00123 0.000283 0.00123 <0.00121 0.000279 0.00121
<0.00131 0.000558 0.00131 <0.00123 0.000522 0.00123 <0.00121 0.000514 0.00121
<0.00131 0.000426 0.00131 <0.00123 0.000398 0.00123 <0.00121 0.000392 0.00121
0.00835 0.00161 0.00655 0.0483 V3 0.00151 0.00613 0.0206 0.00148 0.00603
<0.00131 0.000401 0.00131 <0.00123 0.000375 0.00123 <0.00121 0.000369 0.00121
<0.00131 0.000508 0.00131 <0.00123 0.000475 0.00123 <0.00121 0.000468 0.00121
<0.00131 0.000485 0.00131 <0.00123 0.000453 0.00123 <0.00121 0.000446 0.00121
<0.00131 0.000557 0.00131 <0.00123 0.000521 0.00123 <0.00121 0.000513 0.00121
<0.00131 0.000262 0.00131 <0.00123 0.000245 0.00123 <0.00121 0.000241 0.00121
<0.00655 0.000466 0.00655 <0.00613 0.000436 0.00613 <0.00603 0.000429 0.00603
<0.00328 0.00032 0.00328 <0.00306 0.000299 0.00306 <0.00302 0.000294 0.00302
0.000924 J 0.000276 0.00131 0.0043 V3 0.000259 0.00123 0.000896 J 0.000255 0.00121
<0.00131 0.000376 0.00131 0.00118 J V3 0.000352 0.00123 <0.00121 0.000346 0.00121
<0.00131 0.000348 0.00131 0.00164 V3 0.000326 0.00123 0.000449 J 0.000321 0.00121
<0.00131 0.000296 0.00131 <0.00123 0.000277 0.00123 <0.00121 0.000273 0.00121
0.00393 J 0.000655 0.00393 0.018 V3 0.000613 0.00368 0.00755 0.000603 0.00362
Page 14 of 18
Table 4 - VOCs and Petroleum Hydrocarbons in Soil (2022 Investigation)
Former Anderson Auto Wrecking - 2890 South State Street, Spanish Fork, Utah
Terracon Project No. 61237032
Analyte CAS Method Units RSL
Residential
RSL
Industrial ISL Tier 1
TPH-GRO 8006-61-9 8260B mg/kg NE NE 150 1500
TPH-DRO 68334-30-5 8015 mg/kg NE NE 500 5000
TRPH NE 9071B mg/kg NE NE 1000 10000
ACETONE 67-64-1 8260B mg/kg 61000 670000 NE NE
ACRYLONITRILE 107-13-1 8260B mg/kg 0.25 1.1 NE NE
BENZENE 71-43-2 8260B mg/kg 1.2 5.1 0.2 0.9
BROMOBENZENE 108-86-1 8260B mg/kg 290 1800 NE NE
BROMODICHLOROMETHANE 75-27-4 8260B mg/kg 0.29 1.3 NE NE
BROMOFORM 75-25-2 8260B mg/kg 19 86 NE NE
BROMOMETHANE 74-83-9 8260B mg/kg 6.8 30 NE NE
N-BUTYLBENZENE 104-51-8 8260B mg/kg 3900 58000 NE NE
SEC-BUTYLBENZENE 135-98-8 8260B mg/kg 7800 120000 NE NE
TERT-BUTYLBENZENE 98-06-6 8260B mg/kg 7800 120000 NE NE
CARBON TETRACHLORIDE 56-23-5 8260B mg/kg 0.65 2.9 NE NE
CHLOROBENZENE 108-90-7 8260B mg/kg 280 1300 NE NE
CHLORODIBROMOMETHANE 124-48-1 8260B mg/kg 8.3 39 NE NE
CHLOROETHANE 75-00-3 8260B mg/kg 14000 57000 NE NE
CHLOROFORM 67-66-3 8260B mg/kg 0.32 1.4 NE NE
CHLOROMETHANE 74-87-3 8260B mg/kg 110 460 NE NE
2-CHLOROTOLUENE 95-49-8 8260B mg/kg 1600 23000 NE NE
4-CHLOROTOLUENE 106-43-4 8260B mg/kg 1600 23000 NE NE
1,2-DIBROMO-3-CHLOROPROPANE 96-12-8 8260B mg/kg 0.0053 0.064 NE NE
1,2-DIBROMOETHANE 106-93-4 8260B mg/kg 0.036 0.16 NE NE
DIBROMOMETHANE 74-95-3 8260B mg/kg 24 99 NE NE
1,2-DICHLOROBENZENE 95-50-1 8260B mg/kg 1800 9300 NE NE
1,3-DICHLOROBENZENE 541-73-1 8260B mg/kg NE NE NE NE
1,4-DICHLOROBENZENE 106-46-7 8260B mg/kg 2.6 11 NE NE
DICHLORODIFLUOROMETHANE 75-71-8 8260B mg/kg 87 370 NE NE
1,1-DICHLOROETHANE 75-34-3 8260B mg/kg 3.6 16 NE NE
1,2-DICHLOROETHANE 107-06-2 8260B mg/kg 0.46 2 NE NE
1,1-DICHLOROETHENE 75-35-4 8260B mg/kg 230 1000 NE NE
CIS-1,2-DICHLOROETHENE 156-59-2 8260B mg/kg 160 2300 NE NE
TRANS-1,2-DICHLOROETHENE 156-60-5 8260B mg/kg 70 300 NE NE
1,2-DICHLOROPROPANE 78-87-5 8260B mg/kg 2.5 11 NE NE
1,1-DICHLOROPROPENE 563-58-6 8260B mg/kg NE NE NE NE
1,3-DICHLOROPROPANE 142-28-9 8260B mg/kg 1600 23000 NE NE
CIS-1,3-DICHLOROPROPENE 10061-01-5 8260B mg/kg NE NE NE NE
TRANS-1,3-DICHLOROPROPENE 10061-02-6 8260B mg/kg NE NE NE NE
2,2-DICHLOROPROPANE 594-20-7 8260B mg/kg NE NE NE NE
DI-ISOPROPYL ETHER 108-20-3 8260B mg/kg 2200 9400 NE NE
ETHYLBENZENE 100-41-4 8260B mg/kg 5.8 25 5 23
HEXACHLORO-1,3-BUTADIENE 87-68-3 8260B mg/kg 1.2 5.3 NE NE
ISOPROPYLBENZENE 98-82-8 8260B mg/kg 1900 9900 NE NE
P-ISOPROPYLTOLUENE 99-87-6 8260B mg/kg NE NE NE NE
2-BUTANONE (MEK)78-93-3 8260B mg/kg 27000 190000 NE NE
Date Collected
Client Sample ID
Lab Sample ID
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
1.14 V3 0.229 0.626 0.315 J 0.241 0.659 1.06 V3 0.226 0.618
1.65 J 0.963 5.01 <5.27 1.01 5.27 2.52 J 0.941 4.9
122 J 41.3 125 115 J 43.5 132 83.4 J 40.4 122
0.129 V3 0.0259 0.0626 0.0622 J 0.0273 0.0659 0.12 V3 0.0256 0.0618
<0.0125 0.00253 0.0125 <0.0132 0.00266 0.0132 <0.0124 0.0025 0.0124
0.033 V3 0.00047 0.00125 0.00798 0.000494 0.00132 0.0323 V3 0.000464 0.00124
<0.00125 0.000345 0.00125 <0.00132 0.000363 0.00132 <0.00124 0.00034 0.00124
<0.00125 0.000908 0.00125 <0.00132 0.000956 0.00132 <0.00124 0.000896 0.00124
<0.00125 0.000531 0.00125 <0.00132 0.000559 0.00132 <0.00124 0.000524 0.00124
<0.00626 0.00147 0.00626 <0.00659 0.00154 0.00659 <0.00618 0.00144 0.00618
0.000842 J V3 0.000323 0.00125 <0.00132 0.00034 0.00132 0.000886 J V3 0.000319 0.00124
0.000447 J V3 0.000252 0.00125 <0.00132 0.000265 0.00132 0.000521 J V3 0.000248 0.00124
<0.00125 0.000258 0.00125 <0.00132 0.000272 0.00132 <0.00124 0.000255 0.00124
<0.00125 0.000311 0.00125 <0.00132 0.000327 0.00132 <0.00124 0.000306 0.00124
<0.00125 0.000241 0.00125 <0.00132 0.000253 0.00132 <0.00124 0.000237 0.00124
<0.00125 0.000281 0.00125 <0.00132 0.000295 0.00132 <0.00124 0.000277 0.00124
<0.00626 0.00125 0.00626 <0.00659 0.00132 0.00659 <0.00618 0.00124 0.00618
<0.00626 0.00129 0.00626 <0.00659 0.00136 0.00659 <0.00618 0.00127 0.00618
<0.00313 0.000814 0.00313 <0.00330 0.000857 0.0033 <0.00310 0.000803 0.0031
<0.00125 0.000282 0.00125 <0.00132 0.000297 0.00132 <0.00124 0.000278 0.00124
<0.00125 0.000866 0.00125 <0.00132 0.000911 0.00132 <0.00124 0.000854 0.00124
<0.00626 0.00238 0.00626 <0.00659 0.00251 0.00659 <0.00618 0.00235 0.00618
<0.00125 0.000313 0.00125 <0.00132 0.00033 0.00132 <0.00124 0.00031 0.00124
<0.00125 0.000439 0.00125 <0.00132 0.000461 0.00132 <0.00124 0.000432 0.00124
<0.00125 0.000532 0.00125 <0.00132 0.00056 0.00132 <0.00124 0.000525 0.00124
<0.00125 0.000752 0.00125 <0.00132 0.000791 0.00132 <0.00124 0.000742 0.00124
<0.00125 0.00104 0.00125 <0.00132 0.00109 0.00132 <0.00124 0.00103 0.00124
<0.00626 0.00036 0.00626 <0.00659 0.000378 0.00659 <0.00618 0.000355 0.00618
<0.00125 0.000336 0.00125 <0.00132 0.000353 0.00132 <0.00124 0.000332 0.00124
<0.00125 0.000564 0.00125 <0.00132 0.000593 0.00132 <0.00124 0.000557 0.00124
<0.00125 0.000445 0.00125 <0.00132 0.000468 0.00132 <0.00124 0.000439 0.00124
<0.00125 0.000595 0.00125 <0.00132 0.000626 0.00132 <0.00124 0.000588 0.00124
<0.00125 0.000626 0.00125 <0.00132 0.000659 0.00132 <0.00124 0.000618 0.00124
<0.00125 0.000205 0.00125 <0.00132 0.000216 0.00132 <0.00124 0.000203 0.00124
<0.00125 0.00047 0.00125 <0.00132 0.000494 0.00132 <0.00124 0.000464 0.00124
<0.00125 0.000282 0.00125 <0.00132 0.000297 0.00132 <0.00124 0.000278 0.00124
<0.00125 0.000532 0.00125 <0.00132 0.00056 0.00132 <0.00124 0.000525 0.00124
<0.00125 0.000846 0.00125 <0.00132 0.00089 0.00132 <0.00124 0.000835 0.00124
<0.00125 0.00047 0.00125 <0.00132 0.000494 0.00132 <0.00124 0.000464 0.00124
<0.00125 0.000277 0.00125 <0.00132 0.000291 0.00132 <0.00124 0.000273 0.00124
0.0243 V3 0.000376 0.00125 0.00521 0.000396 0.00132 0.0259 V3 0.000371 0.00124
<0.00125 0.000428 0.00125 <0.00132 0.000451 0.00132 <0.00124 0.000422 0.00124
0.00137 V3 0.000532 0.00125 <0.00132 0.00056 0.00132 0.00148 V3 0.000525 0.00124
<0.00125 0.000256 0.00125 <0.00132 0.000269 0.00132 <0.00124 0.000252 0.00124
<0.0125 0.00586 0.0125 0.0128 J 0.00617 0.0132 <0.0124 0.00579 0.0124
11/09/2022 11/09/2022 11/09/2022
B-15 @ 12'B-140 @ SURFACE B-140 @ 10'
L1558026-47 L1558026-50 L1558026-51
Page 15 of 18
Table 4 - VOCs and Petroleum Hydrocarbons in Soil (2022 Investigation)
Former Anderson Auto Wrecking - 2890 South State Street, Spanish Fork, Utah
Terracon Project No. 61237032
Analyte CAS Method Units RSL
Residential
RSL
Industrial ISL Tier 1
TPH-GRO 8006-61-9 8260B mg/kg NE NE 150 1500
Date Collected
Client Sample ID
Lab Sample ID
METHYLENE CHLORIDE 75-09-2 8260B mg/kg 57 1000 NE NE
4-METHYL-2-PENTANONE (MIBK)108-10-1 8260B mg/kg 33000 140000 NE NE
METHYL TERT-BUTYL ETHER 1634-04-4 8260B mg/kg 47 210 0.3 0.3
NAPHTHALENE 91-20-3 8260B mg/kg 2 8.6 51 51
N-PROPYLBENZENE 103-65-1 8260B mg/kg 3800 24000 NE NE
STYRENE 100-42-5 8260B mg/kg 6000 35000 NE NE
1,1,1,2-TETRACHLOROETHANE 630-20-6 8260B mg/kg 2 8.8 NE NE
1,1,2,2-TETRACHLOROETHANE 79-34-5 8260B mg/kg 0.6 2.7 NE NE
1,1,2-TRICHLOROTRIFLUOROETHANE 76-13-1 8260B mg/kg 6700 28000 NE NE
TETRACHLOROETHENE 127-18-4 8260B mg/kg 24 100 NE NE
TOLUENE 108-88-3 8260B mg/kg 4900 47000 9 25
1,2,3-TRICHLOROBENZENE 87-61-6 8260B mg/kg 63 930 NE NE
1,2,4-TRICHLOROBENZENE 120-82-1 8260B mg/kg 24 110 NE NE
1,1,1-TRICHLOROETHANE 71-55-6 8260B mg/kg 8100 36000 NE NE
1,1,2-TRICHLOROETHANE 79-00-5 8260B mg/kg 1.1 5 NE NE
TRICHLOROETHENE 79-01-6 8260B mg/kg 0.94 6 NE NE
TRICHLOROFLUOROMETHANE 75-69-4 8260B mg/kg 23000 350000 NE NE
1,2,3-TRICHLOROPROPANE 96-18-4 8260B mg/kg 0.0051 0.11 NE NE
1,2,4-TRIMETHYLBENZENE 95-63-6 8260B mg/kg 300 1800 NE NE
1,2,3-TRIMETHYLBENZENE 526-73-8 8260B mg/kg 340 2000 NE NE
1,3,5-TRIMETHYLBENZENE 108-67-8 8260B mg/kg 270 1500 NE NE
VINYL CHLORIDE 75-01-4 8260B mg/kg 0.059 1.7 NE NE
XYLENES, TOTAL 1330-20-7 8260B mg/kg 580 2500 142 142
Qualifiers (Q):
NE:Not Established.<:Less than Reported Detection Limit (RDL).
mg/kg:Milligrams per kilogram.
Blue italicized non-detect results (e.g.,<0.0100 ) exceed one or more of the screening levels.
Color shaded value exceeds screening level.
B: The same analyte is found in the associated blank.J: The identification of the analyte is
acceptable; the reported value is an estimate.J3: The associated batch QC was outside the
established quality control range for precision.J5: The sample matrix interfered with the
ability to make any accurate determination; spike value is high.J6: The sample matrix
interfered with the ability to make any accurate determination; spike value is low. P1: RPD
value not applicable for sample concentrations less than 5 times the reporting limit. V3: The
internal standard exhibited poor recovery due to sample matrix interference. The analytical
results will be biased high. BDL results will be unaffected.
EPA RSL: Environmental Protection Agency Regional Screening Levels for soil at residential (Res.) and industrial (Ind.)
properties (May 2022; TR=1E-06; THQ=1.0).
Utah's Initial Screening Levels (ISLs) and risk-based Tier 1 Screening Levels (Tier 1) for petroleum releases at leaking
underground storage tank sites
Bold value exceeds Method Detection Limit (MDL).
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
11/09/2022 11/09/2022 11/09/2022
B-15 @ 12'B-140 @ SURFACE B-140 @ 10'
L1558026-47 L1558026-50 L1558026-51
0.00456B J V3 0.00125 0.00626 0.00245 B J 0.00132 0.00659 0.00561 B J V3 0.00124 0.00618
0.0041 J V3 0.00119 0.0125 <0.0132 0.00125 0.0132 <0.0124 0.00117 0.0124
<0.00125 0.000439 0.00125 <0.00132 0.000461 0.00132 <0.00124 0.000432 0.00124
<0.00626 0.00624 0.00626 <0.00659 0.00657 0.00659 <0.00618 0.00616 0.00618
0.00258 V3 0.000258 0.00125 0.000694 J 0.000272 0.00132 0.00296 V3 0.000255 0.00124
<0.00125 0.000279 0.00125 <0.00132 0.000294 0.00132 <0.00124 0.000275 0.00124
<0.00125 0.000371 0.00125 <0.00132 0.00039 0.00132 <0.00124 0.000366 0.00124
<0.00125 0.000289 0.00125 <0.00132 0.000305 0.00132 <0.00124 0.000285 0.00124
<0.00125 0.000534 0.00125 <0.00132 0.000562 0.00132 <0.00124 0.000526 0.00124
<0.00125 0.000407 0.00125 <0.00132 0.000429 0.00132 <0.00124 0.000401 0.00124
0.052 V3 0.00154 0.00626 0.014 0.00162 0.00659 0.0529 V3 0.00152 0.00618
<0.00125 0.000383 0.00125 <0.00132 0.000403 0.00132 <0.00124 0.000378 0.00124
<0.00125 0.000486 0.00125 <0.00132 0.000512 0.00132 <0.00124 0.00048 0.00124
<0.00125 0.000464 0.00125 <0.00132 0.000488 0.00132 <0.00124 0.000458 0.00124
<0.00125 0.000532 0.00125 <0.00132 0.00056 0.00132 <0.00124 0.000525 0.00124
<0.00125 0.000251 0.00125 <0.00132 0.000264 0.00132 <0.00124 0.000247 0.00124
<0.00626 0.000446 0.00626 <0.00659 0.000469 0.00659 <0.00618 0.000441 0.00618
<0.00313 0.000306 0.00313 <0.00330 0.000322 0.0033 <0.00310 0.000301 0.0031
0.00418 V3 0.000264 0.00125 0.00129 J 0.000278 0.00132 0.00514 V3 0.000261 0.00124
0.00127 V3 0.00036 0.00125 0.000413 J 0.000378 0.00132 0.0014 V3 0.000355 0.00124
0.00164 V3 0.000333 0.00125 0.000517 J 0.000351 0.00132 0.00197 V3 0.000329 0.00124
<0.00125 0.000283 0.00125 <0.00132 0.000298 0.00132 <0.00124 0.000279 0.00124
0.0184 V3 0.000626 0.00376 0.00624 0.000659 0.00396 0.0234 V3 0.000618 0.00371
Page 16 of 18
Table 4 - VOCs and Petroleum Hydrocarbons in Soil (2022 Investigation)
Former Anderson Auto Wrecking - 2890 South State Street, Spanish Fork, Utah
Terracon Project No. 61237032
Analyte CAS Method Units RSL
Residential
RSL
Industrial ISL Tier 1
TPH-GRO 8006-61-9 8260B mg/kg NE NE 150 1500
TPH-DRO 68334-30-5 8015 mg/kg NE NE 500 5000
TRPH NE 9071B mg/kg NE NE 1000 10000
ACETONE 67-64-1 8260B mg/kg 61000 670000 NE NE
ACRYLONITRILE 107-13-1 8260B mg/kg 0.25 1.1 NE NE
BENZENE 71-43-2 8260B mg/kg 1.2 5.1 0.2 0.9
BROMOBENZENE 108-86-1 8260B mg/kg 290 1800 NE NE
BROMODICHLOROMETHANE 75-27-4 8260B mg/kg 0.29 1.3 NE NE
BROMOFORM 75-25-2 8260B mg/kg 19 86 NE NE
BROMOMETHANE 74-83-9 8260B mg/kg 6.8 30 NE NE
N-BUTYLBENZENE 104-51-8 8260B mg/kg 3900 58000 NE NE
SEC-BUTYLBENZENE 135-98-8 8260B mg/kg 7800 120000 NE NE
TERT-BUTYLBENZENE 98-06-6 8260B mg/kg 7800 120000 NE NE
CARBON TETRACHLORIDE 56-23-5 8260B mg/kg 0.65 2.9 NE NE
CHLOROBENZENE 108-90-7 8260B mg/kg 280 1300 NE NE
CHLORODIBROMOMETHANE 124-48-1 8260B mg/kg 8.3 39 NE NE
CHLOROETHANE 75-00-3 8260B mg/kg 14000 57000 NE NE
CHLOROFORM 67-66-3 8260B mg/kg 0.32 1.4 NE NE
CHLOROMETHANE 74-87-3 8260B mg/kg 110 460 NE NE
2-CHLOROTOLUENE 95-49-8 8260B mg/kg 1600 23000 NE NE
4-CHLOROTOLUENE 106-43-4 8260B mg/kg 1600 23000 NE NE
1,2-DIBROMO-3-CHLOROPROPANE 96-12-8 8260B mg/kg 0.0053 0.064 NE NE
1,2-DIBROMOETHANE 106-93-4 8260B mg/kg 0.036 0.16 NE NE
DIBROMOMETHANE 74-95-3 8260B mg/kg 24 99 NE NE
1,2-DICHLOROBENZENE 95-50-1 8260B mg/kg 1800 9300 NE NE
1,3-DICHLOROBENZENE 541-73-1 8260B mg/kg NE NE NE NE
1,4-DICHLOROBENZENE 106-46-7 8260B mg/kg 2.6 11 NE NE
DICHLORODIFLUOROMETHANE 75-71-8 8260B mg/kg 87 370 NE NE
1,1-DICHLOROETHANE 75-34-3 8260B mg/kg 3.6 16 NE NE
1,2-DICHLOROETHANE 107-06-2 8260B mg/kg 0.46 2 NE NE
1,1-DICHLOROETHENE 75-35-4 8260B mg/kg 230 1000 NE NE
CIS-1,2-DICHLOROETHENE 156-59-2 8260B mg/kg 160 2300 NE NE
TRANS-1,2-DICHLOROETHENE 156-60-5 8260B mg/kg 70 300 NE NE
1,2-DICHLOROPROPANE 78-87-5 8260B mg/kg 2.5 11 NE NE
1,1-DICHLOROPROPENE 563-58-6 8260B mg/kg NE NE NE NE
1,3-DICHLOROPROPANE 142-28-9 8260B mg/kg 1600 23000 NE NE
CIS-1,3-DICHLOROPROPENE 10061-01-5 8260B mg/kg NE NE NE NE
TRANS-1,3-DICHLOROPROPENE 10061-02-6 8260B mg/kg NE NE NE NE
2,2-DICHLOROPROPANE 594-20-7 8260B mg/kg NE NE NE NE
DI-ISOPROPYL ETHER 108-20-3 8260B mg/kg 2200 9400 NE NE
ETHYLBENZENE 100-41-4 8260B mg/kg 5.8 25 5 23
HEXACHLORO-1,3-BUTADIENE 87-68-3 8260B mg/kg 1.2 5.3 NE NE
ISOPROPYLBENZENE 98-82-8 8260B mg/kg 1900 9900 NE NE
P-ISOPROPYLTOLUENE 99-87-6 8260B mg/kg NE NE NE NE
2-BUTANONE (MEK)78-93-3 8260B mg/kg 27000 190000 NE NE
Date Collected
Client Sample ID
Lab Sample ID
Result Q MDL RDL Result Q MDL RDL
0.626 J V3 0.23 0.629 0.729 V3 0.234 0.638
14.5 0.968 5.03 2.13 J 0.981 5.1
790 41.5 126 124 J 42.1 128
0.59 V3 0.0261 0.0629 0.205 V3 0.0264 0.064
<0.0126 0.00254 0.0126 <0.0128 0.00258 0.013
0.0325 V3 0.000472 0.00126 0.038 V3 0.000479 0.001
<0.00126 0.000346 0.00126 <0.00128 0.000351 0.001
<0.00126 0.000913 0.00126 <0.00128 0.000925 0.001
<0.00126 0.000534 0.00126 <0.00128 0.000541 0.001
<0.00629 0.00147 0.00629 <0.00638 0.00149 0.006
0.000357 J V3 0.000325 0.00126 0.000343 J V3 0.000329 0.001
<0.00126 0.000253 0.00126 <0.00128 0.000257 0.001
<0.00126 0.000259 0.00126 <0.00128 0.000263 0.001
<0.00126 0.000312 0.00126 <0.00128 0.000316 0.001
<0.00126 0.000242 0.00126 <0.00128 0.000245 0.001
<0.00126 0.000282 0.00126 <0.00128 0.000286 0.001
<0.00629 0.00126 0.00629 <0.00638 0.00128 0.006
<0.00629 0.0013 0.00629 <0.00638 0.00131 0.006
<0.00315 0.000818 0.00315 <0.00319 0.000829 0.003
<0.00126 0.000283 0.00126 <0.00128 0.000287 0.001
<0.00126 0.00087 0.00126 <0.00128 0.000882 0.001
<0.00629 0.00239 0.00629 <0.00638 0.00242 0.006
<0.00126 0.000315 0.00126 <0.00128 0.000319 0.001
<0.00126 0.000441 0.00126 <0.00128 0.000447 0.001
<0.00126 0.000535 0.00126 <0.00128 0.000542 0.001
<0.00126 0.000755 0.00126 <0.00128 0.000766 0.001
<0.00126 0.00104 0.00126 <0.00128 0.00106 0.001
<0.00629 0.000361 0.00629 <0.00638 0.000366 0.006
<0.00126 0.000337 0.00126 <0.00128 0.000342 0.001
<0.00126 0.000566 0.00126 <0.00128 0.000574 0.001
<0.00126 0.000447 0.00126 <0.00128 0.000453 0.001
<0.00126 0.000598 0.00126 <0.00128 0.000606 0.001
<0.00126 0.000629 0.00126 <0.00128 0.000638 0.001
<0.00126 0.000206 0.00126 <0.00128 0.000209 0.001
<0.00126 0.000472 0.00126 <0.00128 0.000479 0.001
<0.00126 0.000283 0.00126 <0.00128 0.000287 0.001
<0.00126 0.000535 0.00126 <0.00128 0.000542 0.001
<0.00126 0.00085 0.00126 <0.00128 0.000861 0.001
<0.00126 0.000472 0.00126 <0.00128 0.000479 0.001
<0.00126 0.000278 0.00126 <0.00128 0.000282 0.001
0.0105 V3 0.000378 0.00126 0.0122 V3 0.000383 0.001
<0.00126 0.00043 0.00126 <0.00128 0.000436 0.001
0.00075 J V3 0.000535 0.00126 0.000879 J V3 0.000542 0.001
<0.00126 0.000257 0.00126 <0.00128 0.00026 0.001
0.13 V3 0.00589 0.0126 0.0479 V3 0.00597 0.013
11/10/202211/10/2022
B-80 @ 3'B-80 @ SURFACE
L1558026-53L1558026-52
Page 17 of 18
Table 4 - VOCs and Petroleum Hydrocarbons in Soil (2022 Investigation)
Former Anderson Auto Wrecking - 2890 South State Street, Spanish Fork, Utah
Terracon Project No. 61237032
Analyte CAS Method Units RSL
Residential
RSL
Industrial ISL Tier 1
TPH-GRO 8006-61-9 8260B mg/kg NE NE 150 1500
Date Collected
Client Sample ID
Lab Sample ID
METHYLENE CHLORIDE 75-09-2 8260B mg/kg 57 1000 NE NE
4-METHYL-2-PENTANONE (MIBK)108-10-1 8260B mg/kg 33000 140000 NE NE
METHYL TERT-BUTYL ETHER 1634-04-4 8260B mg/kg 47 210 0.3 0.3
NAPHTHALENE 91-20-3 8260B mg/kg 2 8.6 51 51
N-PROPYLBENZENE 103-65-1 8260B mg/kg 3800 24000 NE NE
STYRENE 100-42-5 8260B mg/kg 6000 35000 NE NE
1,1,1,2-TETRACHLOROETHANE 630-20-6 8260B mg/kg 2 8.8 NE NE
1,1,2,2-TETRACHLOROETHANE 79-34-5 8260B mg/kg 0.6 2.7 NE NE
1,1,2-TRICHLOROTRIFLUOROETHANE 76-13-1 8260B mg/kg 6700 28000 NE NE
TETRACHLOROETHENE 127-18-4 8260B mg/kg 24 100 NE NE
TOLUENE 108-88-3 8260B mg/kg 4900 47000 9 25
1,2,3-TRICHLOROBENZENE 87-61-6 8260B mg/kg 63 930 NE NE
1,2,4-TRICHLOROBENZENE 120-82-1 8260B mg/kg 24 110 NE NE
1,1,1-TRICHLOROETHANE 71-55-6 8260B mg/kg 8100 36000 NE NE
1,1,2-TRICHLOROETHANE 79-00-5 8260B mg/kg 1.1 5 NE NE
TRICHLOROETHENE 79-01-6 8260B mg/kg 0.94 6 NE NE
TRICHLOROFLUOROMETHANE 75-69-4 8260B mg/kg 23000 350000 NE NE
1,2,3-TRICHLOROPROPANE 96-18-4 8260B mg/kg 0.0051 0.11 NE NE
1,2,4-TRIMETHYLBENZENE 95-63-6 8260B mg/kg 300 1800 NE NE
1,2,3-TRIMETHYLBENZENE 526-73-8 8260B mg/kg 340 2000 NE NE
1,3,5-TRIMETHYLBENZENE 108-67-8 8260B mg/kg 270 1500 NE NE
VINYL CHLORIDE 75-01-4 8260B mg/kg 0.059 1.7 NE NE
XYLENES, TOTAL 1330-20-7 8260B mg/kg 580 2500 142 142
Qualifiers (Q):
NE:Not Established.<:Less than Reported Detection Limit (RDL).
mg/kg:Milligrams per kilogram.
Blue italicized non-detect results (e.g.,<0.0100 ) exceed one or more of the screening levels.
Color shaded value exceeds screening level.
B: The same analyte is found in the associated blank.J: The identification of the analyte is
acceptable; the reported value is an estimate.J3: The associated batch QC was outside the
established quality control range for precision.J5: The sample matrix interfered with the
ability to make any accurate determination; spike value is high.J6: The sample matrix
interfered with the ability to make any accurate determination; spike value is low. P1: RPD
value not applicable for sample concentrations less than 5 times the reporting limit. V3: The
internal standard exhibited poor recovery due to sample matrix interference. The analytical
results will be biased high. BDL results will be unaffected.
EPA RSL: Environmental Protection Agency Regional Screening Levels for soil at residential (Res.) and industrial (Ind.)
properties (May 2022; TR=1E-06; THQ=1.0).
Utah's Initial Screening Levels (ISLs) and risk-based Tier 1 Screening Levels (Tier 1) for petroleum releases at leaking
underground storage tank sites
Bold value exceeds Method Detection Limit (MDL).
Result Q MDL RDL Result Q MDL RDL
11/10/202211/10/2022
B-80 @ 3'B-80 @ SURFACE
L1558026-53L1558026-52
0.00579 B J V3 0.00126 0.00629 0.00577B J V3 0.00128 0.006
0.0073 J V3 0.0012 0.0126 0.00389 J V3 0.00121 0.013
<0.00126 0.000441 0.00126 <0.00128 0.000447 0.001
<0.00629 0.00627 0.00629 <0.00638 0.00636 0.006
0.0012 J V3 0.000259 0.00126 0.00144 V3 0.000263 0.001
<0.00126 0.000281 0.00126 <0.00128 0.000285 0.001
<0.00126 0.000373 0.00126 <0.00128 0.000378 0.001
<0.00126 0.000291 0.00126 <0.00128 0.000295 0.001
<0.00126 0.000536 0.00126 <0.00128 0.000544 0.001
<0.00126 0.000409 0.00126 <0.00128 0.000415 0.001
0.0427 V3 0.00155 0.00629 0.0463 V3 0.00157 0.006
<0.00126 0.000385 0.00126 <0.00128 0.00039 0.001
<0.00126 0.000488 0.00126 <0.00128 0.000495 0.001
<0.00126 0.000466 0.00126 <0.00128 0.000472 0.001
<0.00126 0.000535 0.00126 <0.00128 0.000542 0.001
<0.00126 0.000252 0.00126 <0.00128 0.000255 0.001
<0.00629 0.000448 0.00629 <0.00638 0.000454 0.006
<0.00315 0.000307 0.00315 <0.00319 0.000311 0.003
0.00247 V3 0.000266 0.00126 0.00221 V3 0.000269 0.001
0.000936 J V3 0.000361 0.00126 0.000758 J V3 0.000366 0.001
0.00106 J V3 0.000335 0.00126 0.000957 J V3 0.000339 0.001
<0.00126 0.000284 0.00126 <0.00128 0.000288 0.001
0.0157 V3 0.000629 0.00378 0.0162 V3 0.000638 0.004
Page 18 of 18
Table 5 - VOCs and Explosive Gases in Soil Gas
Former Anderson Auto Wrecking - 2890 South State Street, Spanish Fork, Utah
Terracon Project No. 61237032
Analyte CAS Method Units VISL
Residential
VISL
Commercial
10% of
OSHA
LEL
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
METHANE 74-82-8 8015M ppmv NE NE 5000 14.6 6.98 10.0 502 6.98 10.0 <10.0 6.98 10.0 <10.0 6.98 10.0
ETHANE 74-84-0 8015M ppmv NE NE 3000 <10.0 3.86 10.0 <10.0 3.86 10.0 <10.0 3.86 10.0 <10.0 3.86 10.0
ETHENE 74-85-1 8015M ppmv NE NE 2700 <10.0 3.61 10.0 <10.0 3.61 10.0 <10.0 3.61 10.0 <10.0 3.61 10.0
ACETONE 67-64-1 TO-15 µg/m3 1070000 4510000 NA 76 1.39 2.97 74.6 1.39 2.97 202 1.39 2.97 40.4 1.39 2.97
ALLYL CHLORIDE 107-05-1 TO-15 µg/m3 15.6 68.1 NA <0.626 0.357 0.626 <0.626 0.357 0.626 <0.626 0.357 0.626 <0.626 0.357 0.626
BENZENE 71-43-2 TO-15 µg/m3 12 52.4 NA 16.5 0.228 0.639 21.2 0.228 0.639 10 0.228 0.639 14.9 0.228 0.639
BENZYL CHLORIDE 100-44-7 TO-15 µg/m3 1.91 8.34 NA <1.04 0.311 1.04 <1.04 0.311 1.04 <1.04 0.311 1.04 <1.04 0.311 1.04
BROMODICHLOROMETHANE 75-27-4 TO-15 µg/m3 2.53 11 NA <1.34 0.471 1.34 <1.34 0.471 1.34 <1.34 0.471 1.34 <1.34 0.471 1.34
BROMOFORM 75-25-2 TO-15 µg/m3 85.1 372 NA <6.21 0.757 6.21 <6.21 0.757 6.21 <6.21 0.757 6.21 <6.21 0.757 6.21
BROMOMETHANE 74-83-9 TO-15 µg/m3 174 730 NA <0.776 0.381 0.776 <0.776 0.381 0.776 <0.776 0.381 0.776 <0.776 0.381 0.776
1,3-BUTADIENE 106-99-0 TO-15 µg/m3 3.12 13.6 NA <4.43 0.23 4.43 <4.43 0.23 4.43 <4.43 0.23 4.43 <4.43 0.23 4.43
CARBON DISULFIDE 75-15-0 TO-15 µg/m3 24300 102000 NA 2.99 0.317 0.622 57 0.317 0.622 20.4 0.317 0.622 1.52 0.317 0.622
CARBON TETRACHLORIDE 56-23-5 TO-15 µg/m3 15.6 68.1 NA <1.26 0.461 1.26 <1.26 0.461 1.26 <1.26 0.461 1.26 <1.26 0.461 1.26
CHLOROBENZENE 108-90-7 TO-15 µg/m3 1740 7300 NA <0.924 0.385 0.924 <0.924 0.385 0.924 <0.924 0.385 0.924 <0.924 0.385 0.924
CHLOROETHANE 75-00-3 TO-15 µg/m3 348000 1460000 NA <0.528 0.263 0.528 <0.528 0.263 0.528 <0.528 0.263 0.528 <0.528 0.263 0.528
CHLOROFORM 67-66-3 TO-15 µg/m3 4.07 17.8 NA <0.973 0.349 0.973 <0.973 0.349 0.973 <0.973 0.349 0.973 <0.973 0.349 0.973
CHLOROMETHANE 74-87-3 TO-15 µg/m3 3130 13100 NA <0.413 0.213 0.413 <0.413 0.213 0.413 <0.413 0.213 0.413 <0.413 0.213 0.413
2-CHLOROTOLUENE 95-49-8 TO-15 µg/m3 NE NE NA <1.03 0.427 1.03 <1.03 0.427 1.03 <1.03 0.427 1.03 <1.03 0.427 1.03
CYCLOHEXANE 110-82-7 TO-15 µg/m3 209000 876000 NA 0.778 0.259 0.689 337 5.2 13.8 14.5 0.259 0.689 0.971 0.259 0.689
CHLORODIBROMOMETHANE 124-48-1 TO-15 µg/m3 NE NE NA <1.70 0.618 1.7 <1.70 0.618 1.7 <1.70 0.618 1.7 <1.70 0.618 1.7
1,2-DIBROMOETHANE 106-93-4 TO-15 µg/m3 0.156 0.681 NA <1.54 0.554 1.54 <1.54 0.554 1.54 <1.54 0.554 1.54 <1.54 0.554 1.54
1,2-DICHLOROBENZENE 95-50-1 TO-15 µg/m3 6950 29200 NA <1.20 0.77 1.2 <1.20 0.77 1.2 <1.20 0.77 1.2 <1.20 0.77 1.2
1,3-DICHLOROBENZENE 541-73-1 TO-15 µg/m3 NE NE NA <1.20 1.09 1.2 <1.20 1.09 1.2 <1.20 1.09 1.2 <1.20 1.09 1.2
1,4-DICHLOROBENZENE 106-46-7 TO-15 µg/m3 8.51 37.2 NA <1.20 0.335 1.2 <1.20 0.335 1.2 <1.20 0.335 1.2 <1.20 0.335 1.2
1,2-DICHLOROETHANE 107-06-2 TO-15 µg/m3 3.6 15.7 NA <0.810 0.283 0.81 <0.810 0.283 0.81 <0.810 0.283 0.81 <0.810 0.283 0.81
1,1-DICHLOROETHANE 75-34-3 TO-15 µg/m3 58.5 256 NA <0.802 0.29 0.802 <0.802 0.29 0.802 <0.802 0.29 0.802 <0.802 0.29 0.802
1,1-DICHLOROETHENE 75-35-4 TO-15 µg/m3 6950 29200 NA <0.793 0.302 0.793 <0.793 0.302 0.793 <0.793 0.302 0.793 <0.793 0.302 0.793
CIS-1,2-DICHLOROETHENE 156-59-2 TO-15 µg/m3 NE NE NA <0.793 0.311 0.793 <0.793 0.311 0.793 <0.793 0.311 0.793 <0.793 0.311 0.793
TRANS-1,2-DICHLOROETHENE 156-60-5 TO-15 µg/m3 NE NE NA <0.793 0.267 0.793 <0.793 0.267 0.793 <0.793 0.267 0.793 <0.793 0.267 0.793
1,2-DICHLOROPROPANE 78-87-5 TO-15 µg/m3 25.3 110 NA <0.924 0.351 0.924 <0.924 0.351 0.924 <0.924 0.351 0.924 <0.924 0.351 0.924
CIS-1,3-DICHLOROPROPENE 10061-01-5 TO-15 µg/m3 NE NE NA <0.908 0.313 0.908 <0.908 0.313 0.908 <0.908 0.313 0.908 <0.908 0.313 0.908
TRANS-1,3-DICHLOROPROPENE 10061-02-6 TO-15 µg/m3 NE NE NA <0.908 0.331 0.908 <0.908 0.331 0.908 <0.908 0.331 0.908 <0.908 0.331 0.908
1,4-DIOXANE 123-91-1 TO-15 µg/m3 18.7 81.8 NA <0.721 0.3 0.721 <0.721 0.3 0.721 <0.721 0.3 0.721 <0.721 0.3 0.721
ETHANOL 64-17-5 TO-15 µg/m3 NE NE NA 71.6 0.5 2.36 10.1 0.5 2.36 89.7 0.5 2.36 17.2 0.5 2.36
ETHYLBENZENE 100-41-4 TO-15 µg/m3 37.4 164 NA 16.9 0.362 0.867 10.5 0.362 0.867 1.18 0.362 0.867 14.7 0.362 0.867
4-ETHYLTOLUENE 622-96-8 TO-15 µg/m3 NE NE NA 7.71 0.384 0.982 7.71 0.384 0.982 <0.982 0.384 0.982 8.05 0.384 0.982
TRICHLOROFLUOROMETHANE 75-69-4 TO-15 µg/m3 NE NE NA 1.35 0.46 1.12 <1.12 0.46 1.12 2.42 0.46 1.12 15.1 0.46 1.12
11/11/2022
SG-9
Date Collected 11/11/2022 11/11/2022 11/11/2022
L1557924-08
Client Sample ID SG-3 SG-4 SG-6
Lab Sample ID L1557924-03 L1557924-04 L1557924-05
Page 1 of 2
Table 5 - VOCs and Explosive Gases in Soil Gas
Former Anderson Auto Wrecking - 2890 South State Street, Spanish Fork, Utah
Terracon Project No. 61237032
Analyte CAS Method Units VISL
Residential
VISL
Commercial
10% of
OSHA
LEL
Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL Result Q MDL RDL
11/11/2022
SG-9
Date Collected 11/11/2022 11/11/2022 11/11/2022
L1557924-08
Client Sample ID SG-3 SG-4 SG-6
Lab Sample ID L1557924-03 L1557924-04 L1557924-05
DICHLORODIFLUOROMETHANE 75-71-8 TO-15 µg/m3 3480 14600 NA 1.86 0.678 0.989 1.13 0.678 0.989 1.23 0.678 0.989 3.57 0.678 0.989
1,1,2-TRICHLOROTRIFLUOROETHANE 76-13-1 TO-15 µg/m3 174000 730000 NA <1.53 0.608 1.53 <1.53 0.608 1.53 <1.53 0.608 1.53 <1.53 0.608 1.53
1,2-DICHLOROTETRAFLUOROETHANE 76-14-2 TO-15 µg/m3 NE NE NA <1.40 0.622 1.4 <1.40 0.622 1.4 <1.40 0.622 1.4 <1.40 0.622 1.4
HEPTANE 142-82-5 TO-15 µg/m3 13900 58400 NA 13.9 0.425 0.818 263 0.425 0.818 21 0.425 0.818 9.33 0.425 0.818
HEXACHLORO-1,3-BUTADIENE 87-68-3 TO-15 µg/m3 4.25 18.6 NA <6.73 1.12 6.73 <6.73 1.12 6.73 <6.73 1.12 6.73 <6.73 1.12 6.73
N-HEXANE 110-54-3 TO-15 µg/m3 24300 102000 NA 4.34 0.726 2.22 293 0.726 2.22 46.9 0.726 2.22 3.07 0.726 2.22
ISOPROPYLBENZENE 98-82-8 TO-15 µg/m3 13900 58400 NA <0.983 0.382 0.983 3.96 0.382 0.983 <0.983 0.382 0.983 <0.983 0.382 0.983
METHYLENE CHLORIDE 75-09-2 TO-15 µg/m3 3380 40900 NA 1.52 B 0.34 0.694 <0.694 0.34 0.694 5.66 0.34 0.694 0.948 B 0.34 0.694
METHYL BUTYL KETONE 591-78-6 TO-15 µg/m3 1040 4380 NA <5.11 0.544 5.11 <5.11 0.544 5.11 <5.11 0.544 5.11 <5.11 0.544 5.11
2-BUTANONE (MEK)78-93-3 TO-15 µg/m3 174000 730000 NA 10.3 0.24 3.69 18 0.24 3.69 35.4 0.24 3.69 8.4 0.24 3.69
4-METHYL-2-PENTANONE (MIBK)108-10-1 TO-15 µg/m3 104000 438000 NA <5.12 0.313 5.12 <5.12 0.313 5.12 <5.12 0.313 5.12 <5.12 0.313 5.12
METHYL METHACRYLATE 80-62-6 TO-15 µg/m3 24300 102000 NA <0.819 0.359 0.819 <0.819 0.359 0.819 <0.819 0.359 0.819 <0.819 0.359 0.819
METHYL TERT-BUTYL ETHER 1634-04-4 TO-15 µg/m3 360 1570 NA <0.721 0.233 0.721 <0.721 0.233 0.721 <0.721 0.233 0.721 <0.721 0.233 0.721
NAPHTHALENE 91-20-3 TO-15 µg/m3 2.75 12 NA <3.30 1.83 3.3 <3.30 1.83 3.3 <3.30 1.83 3.3 <3.30 1.83 3.3
2-PROPANOL 67-63-0 TO-15 µg/m3 6950 29200 NA 4.89 0.649 3.07 <3.07 0.649 3.07 <3.07 0.649 3.07 5.09 0.649 3.07
PROPENE 115-07-1 TO-15 µg/m3 104000 438000 NA 5.46 0.16 2.15 441 3.2 43 <2.15 0.16 2.15 <2.15 0.16 2.15
STYRENE 100-42-5 TO-15 µg/m3 34800 146000 NA <0.851 0.335 0.851 <0.851 0.335 0.851 <0.851 0.335 0.851 <0.851 0.335 0.851
1,1,2,2-TETRACHLOROETHANE 79-34-5 TO-15 µg/m3 1.61 7.05 NA <1.37 0.511 1.37 <1.37 0.511 1.37 <1.37 0.511 1.37 <1.37 0.511 1.37
TETRACHLOROETHENE 127-18-4 TO-15 µg/m3 360 1570 NA 297 0.553 1.36 1.7 0.553 1.36 13.5 0.553 1.36 327 0.553 1.36
TETRAHYDROFURAN 109-99-9 TO-15 µg/m3 69500 292000 NA <0.590 0.216 0.59 <0.590 0.216 0.59 <0.590 0.216 0.59 <0.590 0.216 0.59
TOLUENE 108-88-3 TO-15 µg/m3 174000 730000 NA 77.2 0.328 1.88 137 0.328 1.88 13.8 0.328 1.88 75.7 0.328 1.88
1,2,4-TRICHLOROBENZENE 120-82-1 TO-15 µg/m3 69.5 292 NA <4.66 1.1 4.66 <4.66 1.1 4.66 <4.66 1.1 4.66 <4.66 1.1 4.66
1,1,1-TRICHLOROETHANE 71-55-6 TO-15 µg/m3 174000 730000 NA <1.09 0.4 1.09 <1.09 0.4 1.09 <1.09 0.4 1.09 <1.09 0.4 1.09
1,1,2-TRICHLOROETHANE 79-00-5 TO-15 µg/m3 5.85 25.6 NA <1.09 0.422 1.09 <1.09 0.422 1.09 <1.09 0.422 1.09 <1.09 0.422 1.09
TRICHLOROETHENE 79-01-6 TO-15 µg/m3 15.9 99.7 NA <1.07 0.364 1.07 <1.07 0.364 1.07 <1.07 0.364 1.07 <1.07 0.364 1.07
1,2,4-TRIMETHYLBENZENE 95-63-6 TO-15 µg/m3 2090 8760 NA 10.3 0.375 0.982 6.77 0.375 0.982 <0.982 0.375 0.982 9.03 0.375 0.982
1,3,5-TRIMETHYLBENZENE 108-67-8 TO-15 µg/m3 2090 8760 NA 6.77 0.382 0.982 7.26 0.382 0.982 <0.982 0.382 0.982 5.5 0.382 0.982
2,2,4-TRIMETHYLPENTANE 540-84-1 TO-15 µg/m3 NE NE NA 7.75 0.621 0.934 <0.934 0.621 0.934 3.92 0.621 0.934 4.91 0.621 0.934
VINYL CHLORIDE 75-01-4 TO-15 µg/m3 5.59 92.9 NA <0.511 0.243 0.511 <0.511 0.243 0.511 <0.511 0.243 0.511 <0.511 0.243 0.511
VINYL BROMIDE 593-60-2 TO-15 µg/m3 2.92 12.8 NA <0.875 0.373 0.875 <0.875 0.373 0.875 <0.875 0.373 0.875 <0.875 0.373 0.875
VINYL ACETATE 108-05-4 TO-15 µg/m3 6950 29200 NA <0.704 0.408 0.704 <0.704 0.408 0.704 <0.704 0.408 0.704 <0.704 0.408 0.704
XYLENES, TOTAL 1330-20-7 TO-15 µg/m3 3480 14600 NA 88.1 0.586 2.61 71.2 0.586 2.61 5.25 0.586 2.61 78.2 0.586 2.61
M&P-XYLENE 1330-20-7 TO-15 µg/m3 3480 14600 NA 69.4 0.585 1.73 46 0.585 1.73 4.01 0.585 1.73 62 0.585 1.73
O-XYLENE 95-47-6 TO-15 µg/m3 3480 14600 NA 18.6 0.359 0.867 25.3 0.359 0.867 1.24 0.359 0.867 16 0.359 0.867
B: The same analyte is found in the associated blank.
OSHA LEL: Occupational Safety and Health Administration Lower Explosive Limit (LEL). Listed screening levels are 10% of actual LEL.
NA: Not Applicable.NE:Not Established.<:Less than Reported Detection Limit (RDL).µg/m3:micrograms per cubinc meter.ppmv: parts per million volume
Blue italicized non-detect results (e.g.,<0.0100 ) exceed one or more of the screening levels.
Qualifiers (Q):
EPA VISL: Environmental Protection Agency Target Sub-Slab and Near-source Soil Gas Concentration
Bold value exceeds Method Detection Limit (MDL). Color shaded value exceeds screening level.
Page 2 of 2
Appendix C
Public Notice
PUBLIC NOTICE
PUBLIC COMMENT PERIOD
June 30, 2025 to July 19, 2025
Excavation and Remediation Project
Lonestar Properties LLC, Voluntary Cleanup Program Site #C127
2890 South State Street, Spanish Fork, Utah
Sporadic releases of heavy metals (lead) and petroleum hydrocarbons were reported in soils
and benzene in soil gas at the property located at 2890 South State Street, Spanish Fork, Utah
(Exhibit 1). The new and current property owner intends to redevelop the site. The owner would
like to remove and properly dispose of the impacted soils to allow for unrestricted development
of the property. A Utah Department of Environmental Quality (UDEQ), Division of Environmental
Response and Remediation (DERR) approved Remedial Action Plan was developed to address
the removal of impacted soils and elevated concentrations of benzene in soil gas.
Site Description
The site was formerly occupied by the Anderson Auto Wrecking facility, which historically
operated as an automotive salvage yard from approximately 1977 to the mid-2010s. The
Anderson Auto Wrecking facility formerly stored large numbers of old vehicles, trailers, tires,
engines, scrap-metal, and other vehicle parts. Based on recent assessment work conducted at
the site, metals and petroleum hydrocarbon impacts above regulatory screening levels were
detected in soil related to the historical auto wrecking operations. The site was enrolled into the
Voluntary Cleanup Program (VCP) under the DERR (Site ID #C127). Excavation and disposal of
impacted soil is proposed for the site.
Cleanup Measures
The proposed cleanup approach is to excavate and remove the metals and petroleum-impacted
soils above the Residential Screening Levels or DERR Initial Screening Levels from multiple
areas of the site. The soil will be excavated, stockpiled, and transported to a proper disposal
facility. Confirmation sampling will be conducted to ensure the impacts have been removed.
Elevated concentrations of benzene in soil gas will be addressed through the incorporation of a
vapor mitigation system beneath residential structures.
Schedule
On-site cleanup activities are anticipated to begin in July 2025. Once started, soil excavation is
expected to take approximately 2-4 weeks to complete. The vapor barrier will be installed under
each residential structure during construction.
For More Information
A copy of the Remedial Action Plan prepared for this site is available at the DERR in Salt Lake
City (address below; office hours 8:00 a.m. to 5:00 p.m., Monday through Friday). For additional
information or to provide comment(s), please contact:
Lincoln Grevengoed, Project Manager 801.536.4100
Division of Environmental Response and Remediation
195 North 1950 West, Salt Lake City, Utah 84116
Appendix D
DEQ DERR Letter, February 28, 2025
February 28, 2025

Nikki Humphries
Lonestar Properties, LLC.
2208 West 700 South
Springville, Utah 84663

RE: Review Comments - Former Anderson Auto Wrecking VCP Site, 2890 S. State Street,
Spanish Fork, Utah

Ms. Humphries:

The Division of Environmental Response and Remediation (DERR) has reviewed the following
document as required by the provisions of the Voluntary Cleanup Program (VCP):

• Site Characterization Report, dated December 31, 2024.

Based on a review of the document, the DERR accepts the report under the VCP. However, the DERR
has enclosed several comments in order to clarify various project matters, such as some recent work that
was conducted without the DERR’s knowledge or involvement. These comments, where applicable,
should be addressed as part of the Remedial Action Plan.
Thank you for your participation in the VCP. If you have any questions, please contact me at (801) 536-
4100.

Sincerely,

Lincoln Grevengoed, Project Manager
Division of Environmental Response and Remediation

LG/
Enclosure: Technical Comments

cc: Utah County Health Department

DERR Review Comments – Former Anderson Auto Wrecking VCP:
Site Characterization Report
General Comments:
1. The risk assessment used both the duplicate and the original sample in several cases. For
future reference, please note that only one of these two samples should be used to avoid
biasing the data towards one location over another. In this instance, the DERR does not
believe this methodology substantially impacts the conclusions of the assessment, but
does want to make the Applicant aware of this matter for future work.
2. The risk assessment focused on the surface soils across the Site. Please note, that
subsurface soils that exceed screening levels should also be addressed in the upcoming
Remedial Action Plan (RAP).
3. Based on the DERR’s February 6, 2025 site visit and discussions with the Applicant’s
onsite representative, the abandoned house has been demolished, the debris piles noted in
the Materials Management Plan (MMP) were removed off site, and the soil piles were
spread across the site before apparently being covered with road base. Under the
Voluntary Cleanup Program (VCP), the DERR should have been notified before these
activities took place so the DERR could be involved as needed and to avoid any
uncertainty about the nature of the work that could impact the project under the VCP.
4. Please submit a separate letter outside the RAP discussing the activities and procedures
implemented in General Comment #3. For example, please specify whether an
environmental professional inspected/sampled the soil underneath the house’s
foundation, as stipulated in the VCP Building Demolition Fact Sheet. This fact sheet was
previously provided in past review comments sent to the Applicant. While a residence is
generally not a major source of contamination, aerial photos show what appears to be
potentially dark staining in this area possibly before the house was constructed.
5. Previous DERR comments and the MMP outlined various objectives for the disposal of
debris left at the Site. Please state whether these were followed and provide any available
documentation regarding the disposal of the debris piles, used oil, and unmarked
containers, etc.
6. Based on the Site Characterization Report, the soil pile sampled in Summer 2024 was
above the screening level for TRPH. Conversations with onsite personnel indicated that
this and other piles have been spread over the surface and covered with road base. This
creates uncertainty since contamination could have been spread over an area that was
previously characterized. This uncertainty will need to be addressed in the RAP. Please
propose a strategy to address this comment.
7. Please indicate if any of the previous activities in General Comment #3 disturbed areas
with known contamination, such as the former car crushing location. This information is
necessary to help better understand the impacts of the work that was conducted without
the DERR’s involvement. A discussion of the work can be included with the letter
requested in General Comment #4.
8. Recent changes to the EPA Regional Screening Level for hexavalent chromium have
resulted in only one sample point being above the residential screening level. As this area
will be addressed in the RAP, the DERR does not believe any further characterization is
warranted and will anticipate that confirmation samples will be proposed in the RAP to
ensure the nature and extent of the impacts have been addressed.
9. With respect to future remedial action, please see the following link to assist with the
preparation of the future document: Remedial Action Plan Fact Sheet.

Specific Comment:
1. Responses to Comments, General Comment #2: The text notes that PFAS sampling was
not conducted due to a lack of landfill debris within the VCP Site and the Site is upgradient
of the historic landfill. The DERR believes that PFAS sampling is warranted due to
uncertainty over the exact boundaries of the unregulated landfill and the possibly that past
activities represent an additional source. Please propose PFAS sampling from the western
edge of the Site as part of the RAP activities.