MO-2750_3163_CA_MRP_20230808

SUBSEQUENT MONITORING
REPORT
RUSHER'S TIRE SERVICE (INCIDENT NO. 3136)
403 NORTH MAIN STREET
SALISBURY, ROWAN COUNTY, NORTH CAROLINA
ESP Project No. 23-00200-053

Prepared For:
North Carolina Department of Environmental Quality
Division of Waste Management
1646 Mail Service Center
Raleigh, North Carolina 27699-1646

Prepared By:
ESP Associates, Inc.
P. O. Box 7030
Charlotte, North Carolina 28241

August 8, 2023

ESP Associates, Inc.
P.O. Box 7030 • Charlotte, NC 28241
1.800.960.7317 • NC: 704.583.4949, fax [phone] • SC: 803.802.2440, fax [phone]
www.espassociates.com

August 8, 2023

Mr. Scott Ryals, PE, CEE
North Carolina Department of Environmental Quality
Division of Waste Management
1646 Mail Service Center
Raleigh, North Carolina 27699-1646

Email: [e-mail]

Reference: SUBSEQUENT MONITORING REPORT
Rusher’s Tire Service (Incident #3136)
403 North Main Street
Salisbury, Rowan County, North Carolina
ESP Project No. 23-00200-053

Dear Mr. Ryals:

ESP Associates, Inc. (ESP) is pleased to present this Subsequent Monitoring Report documenting
activities performed at the subject site, Rusher’s Tire Service, in accordance with North Carolina
Department of Environmental Quality (NCDEQ), Task Authorization No. 1, approved on May 18,
2023. The subject site is located at 403 North Main Street in Salisbury, North Carolina.

We appreciate the opportunity to provide environmental services on this project. If you should have
any questions, please do not hesitate to contact us at [phone].

Sincerely,
ESP Associates, Inc.
Matthew R. Craig Chrsitopher J. Ward, PG, RSM
Project Manager Senior Geologist

Attachment – Subsequent Monitoring Report

TABLE OF CONTENTS

Section Page

SITE INFORMATION ..................................................................................................................... i

EXECUTIVE SUMMARY ............................................................................................................. iii

1.0 INTRODUCTION ............................................................................................................... 1
1.1 SITE SETTING ........................................................................................................... 1
1.2 SITE GEOLOGY AND HYDROGEOLOGY ................................................................. 1
1.3 SURFACE WATER ..................................................................................................... 2
1.4 WATER SUPPLY WELLS ........................................................................................... 2

2.0 SITE HISTORY .................................................................................................................. 3

3.0 FIELD ACTIVITIES ........................................................................................................... 6
3.1 WATER LEVEL GAUGING ........................................................................................ 6
3.2 FREE PRODUCTION EVALUATION .......................................................................... 6
3.3 GROUNDWATER SAMPLING ................................................................................... 6
3.4 FIELD QUALITY CONTROL SAMPLING AND ANALYSIS ....................................... 7

4.0 GROUNDWATER ANALYTICAL RESULTS .................................................................... 8

5.0 CONCLUSIONS AND RECOMMENDATIONS ................................................................. 9

6.0 REFERENCES ................................................................................................................. 10

FIGURES
Figure 1 USGS Topographic Site Location Map
Figure 2 Site Map
Figure 3 Groundwater Elevation Map
Figure 4 Groundwater Results Map
Figure 5 Benzene Isoconcentration Map

TABLES
Table 1 Monitoring Well Construction and Groundwater Elevation Data
Table 2 Summary of Groundwater Analytical Results

APPENDICES
Appendix A Tables of Previous Groundwater Elevations and Analytical Results
Appendix B Field Documentation and Site Photos
Appendix C Laboratory Data Reports
Subsequent Monitoring Report ESP Project No. 23-00200-053
Rusher’s Tire Service (Incident #3136) August 8, 2023

i

SITE INFORMATION

Date of Report: August 8, 2023
NCDEQ Incident No: 3136
NCDEQ UST No: MO-2750
Site Name: Rusher’s Tire Service
Site Location: 403 North Main Street
Salisbury, Rowan County, North Carolina 28146

Latitude: N 35.255173
Longitude: W -81.043610

UST Owner/ Operator: N/A - NCDEQ State Lead Program

Current Property
Owner: Steve Livengood
1955 Sharonview Way
Fort Mill, S.C. 29707
[phone]

Current Property
Occupant: Sharonview Federal Credit Union
[phone]

Consultant: ESP Associates, Inc.
P.O. Box 7030
Charlotte, North Carolina 28241
[phone]

Laboratory: Pace Analytical Services, LLC
NCDEQ No. 5342
9800 Kincey Avenue
Huntersville, North Carolina 28028
[phone]

Release Information: Release Discovery Date: February 14, 1986
Estimate Quantity: Unknown
Cause of Release: Unknown
Source of Release: Three 3,000-gallon USTs
Currently Active Tanks: None

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I, Christopher J. Ward, a Professional Geologist for ESP Associates, Inc., do certify that the
information contained in this report is correct and accurate to the best of my knowledge.

ESP Associates, Inc. is licensed to practice both geology and engineering in North Carolina. ESP
Associates, Inc.’ certification numbers are: Geology: C-556 / Engineering: F-1407

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EXECUTIVE SUMMARY

This executive summary section provides an abbreviated reporting of our Site observations and
findings. Refer to the main text and appendices for a complete reporting of our observations and
findings.

ESP Associates, Inc. (ESP) has completed a Subsequent Monitoring Report documenting
assessment activity performed at the Rusher’s Tire Service site (Incident No. 3136). The site is an
approximate 0.83-acre developed site (Tax Parcel No. 011420) located at 403 North Main Street in
Salisbury, Rowan County, North Carolina. This report was completed to summarize the findings of
assessment activities performed on June 1, 2023, in accordance with North Carolina Department of
Environmental Quality (NCDEQ), Task Authorization No. 1, approved on May 18, 2023.

The work was performed as part of the State Lead Contract #N70522-D between NCDEQ and ESP.
This report was prepared in general accordance with the 15A NCAC 2L .0115 regulations and the
NCDEQ Underground Storage Tank (UST) Section Guidelines for Assessment and Corrective Action
for UST Releases, January 2021, under the supervision of Christopher J. Ward, North Carolina
registered professional geologist (North Carolina License No. 1600).

Field activities performed by ESP on June 1, 2023, included:
• Gauging static water levels in existing site monitoring wells MW-8 and MW-9; and
• Collecting groundwater samples from monitoring wells MW-8 and MW-9.

Collected groundwater samples were analyzed for volatile organic compounds (VOCs) for
comparison to both North Carolina Groundwater Quality Standards 15A NCAC 2L .0202 (2L
Standards) and Gross Contaminant Levels (GCLs).

Based on results of the above sampling activities, ESP concludes the following:
• No water supply wells are located within 1,000 feet of the release;
• The static water levels at the site ranged from 13.85 to 13.89 ft bTOC;
• Based on historical data water level measurements, groundwater at the site is expected to
flow generally to the southeast;
• No free product was measured in MW-8 or MW-9;
• Benzene was detected above its GCL of 5,000 µg/L in MW-8 (6,020 µg/L);
• EDB was detected above its GCL of 50 µg/L in MW-8 (109 µg/L);
• Multiple VOCs were detected above their respective 2L standards in groundwater samples
collected from MW-8 and MW-9. These analytes included benzene, ethylbenzene,
isopropylbenzene, naphthalene, n-propylbenzene, toluene, 1,2,4-trimethylbenzene, 1,3,5-
trimethylbenzene, and xylenes;
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• The field duplicate QC sample of MW-9 generally yielded comparable results as to the
MW-9 sample analyses;
• Benzene concentrations in MW-8 (6,020 µg/L) in June 2023 decreased from June 2021
(6,160 µg/L) and June 2020 (12,000 µg/L) events;
• EDB concentrations in MW-8 (109 µg/L) in June 2023 decreased from June 2021 (146
µg/L) and June 2020 (300 µg/L) events;
• Other detected VOCs in MW-8 increased in concentrations in June 2023 as compared to
the June 2021 event; however, VOCs decreased in concentrations in June 2023 as
compared to the June 2020 event; and
• Constituent concentrations detected in MW-9 in the June 2023 sampling event have
generally increased as compared to the June 2021 event while concentrations have mostly
decreased as compared to the June 2020 event.

Based on the above results, ESP offers the following recommendations:
• Continued annual sampling of existing monitoring wells MW-8 and MW-9;
• To address continued exceedances of standards in groundwater, it is recommended that
various bioremediation technologies be evaluated to facilitate the degradation of VOCs in
the subsurface.

Subsequent Monitoring Report ESP Project No. 23-00200-053
Rusher’s Tire Service (Incident #3136) August 8, 2023

1

INTRODUCTION

1.1 Site Setting

The Rusher’s Tire Service site is an approximate 0.83-acre developed site (Tax Parcel No. 5760-18-
41-6915) located at 403 North Main Street in Salisbury, Rowan County, North Carolina (see Figures
1 and 2). The site includes an occupied approximate 36,400-sqft Sharonview Federal Credit Union
building built in 2020 on the northern portion of the site and associated asphalt paved parking on the
southern portion of the site. The site is bounded to the north by North Main Street, to the east by a
commercial business, to the south by a retail strip center, and to the west by East Kerr Street.

1.2 Site Geology and Hydrogeology

A consideration of surface and subsurface drainage and geology are of interest since they provide
an indication of the direction that contamination, if present on-site or off-site, could be transported.

The site is located within the Charlotte Belt of the Piedmont Physiographic Province. The
Piedmont Physiographic Province generally consists of low to medium elevation, rounded hills,
and long rolling northeast to southwest trending ridges with incised creeks and river channels.
Rock at the site is described as metavolcanic rock. In-place chemical and physical weathering of
parent rocks typically form residual soils in the Piedmont region. Weathering is facilitated by the
presence of fractures, joints, and less resistant minerals in the rock. In areas not altered by erosion,
alluvial deposition or the activities of man, the typical residual soil profile consists of clay-rich
unconsolidated materials at the surface, transitioning to sandy silts and silty sands at depth.
Typically, the boundary between soil and rock is not sharply defined. This transitional zone is
termed “partially weathered rock” or saprolite. Information obtained from the Web Soil Survey
for Rowan County depicts soils on the site as Urban land (Uf).

In the Piedmont, groundwater generally occurs in pore spaces within soils and in the structural
features present in the underlying rock (i.e., joints, fractures, and faults). Recharge to the water
table is primarily by precipitation infiltrating the surficial soils and percolating downward under
the influence of gravity to the water table. Typically, the water table is not a level surface, but a
subdued reflection of the land surface. The depth to the water table is not consistent and is
dependent upon several factors that include the amount of rainfall, permeability of the soil, the
extent of fracturing in the underlying rock and the influences of groundwater pumping.

The direction and movement of groundwater through soil is generally dependent on soil type, the
presence of relict structures, and the textures of the underlying rock. Fractures, faults, folds, and
foliation planes affect the migration of groundwater in rock. No major geologic features (faults,
etc.) are present at or near the site. Groundwater typically flows in directions parallel to the ground
surface and under the influence of gravity, migrates to discharge points such as surface water
features, the toes of slopes or natural springs. Fluctuations in the depth of the water table can be
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expected depending on variations in precipitation, surface water run-off and other factors.
Normally, the highest levels of the water table occur in late winter and spring and the lowest levels
occur in the late summer and fall. Based on historical water level elevation data, groundwater at
the site is expected to flow generally to the southeast.

1.3 Surface Water

An unnamed tributary to Henderson Branch is located approximately 1,420 feet north of the source
area. This surface water body is considered upgradient and not at risk to constituent migration from
the site (see Figure 1).

1.4 Water Supply Wells

No water supply wells were identified within 1,000 feet of the source area. According to Terracon
Consultants, Inc (Terracon) “Initial Monitoring Report”, they conducted a windshield survey on June
24, 2021 to identify possible water supply wells and municipal water meters in the vicinity of the
site. No water supply wells were identified while municipal water was noted as being available to the
site and surrounding properties.
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2.0 SITE HISTORY

The following description of historical site activities was obtained from a report titled “Initial
Monitoring Report - Rusher’s Tire Service (Incident #3163)” dated July 9, 2021, by Terracon.
Tabulated historic groundwater elevations, laboratory analytical results, and a well location map
are provided in Appendix A for reference.
The former on-site UST system comprised of three 3,000-gallon gasoline USTs that operated from
the early 1950s to the mid-to-late 1980s. Former waste oil and heating oil USTs were also
documented at the site. One prior release of petroleum product resulted in the installation of 2
monitoring wells and the replacement of the leaking UST in April of 1986. The gasoline USTs,
associated piping, dispenser islands and approximately 37 cubic yards of petroleum impacted soil
were removed from the site in March 2001. Five monitoring wells were installed between November
2001 and January 2002. The site was accepted into the NCDEQ State Lead Program in March of
2003.
In June 2003, S&ME performed a Free Product Evaluation/Recovery Report that included a free
product evaluation of all on-site monitoring wells. Approximately 0.45 feet of free product was
measured in well MW-4 and a trace amount of free product was measured in well MW-1.
Approximately 8 gallons of free product and contact water were removed from the wells via hand-
bailing. No measurable free product was observed in the monitoring wells following the hand-
bailing event.
Between June and September 2003, free product gauging events were conducted by Geological
Resources, Inc. (GRI) that indicated approximately 0.41 to 0.55 feet of free product in MW-4 and a
sheen to 0.02 feet of free product in MW-1. Benzene was detected in MW-2 and naphthalene was
detected in MW-3 above 2L standards in June 2003. A receptor survey was also completed in June
2003 that did not indicate any water supply wells within a 1,500-foot radius of the release.
Between October and December 2003, GRI conducted a mobile multi-phase extraction (MMPE)
event and groundwater sampling activities. During the MMPE event, approximately 727 gallons of
vapor phase hydrocarbons were removed along with 7,468 gallons of petroleum contact
groundwater. During the sampling event in December, free product was detected in monitoring well
MW-1 at a thickness of 0.04 feet. Multiple petroleum constituents were detected above their
respective 2L standards in monitoring wells MW-3, MW-4, and MW-6.
In March 2004, GRI advanced nine soil borings in the vicinity of the former UST basin, product
piping and dispenser island. Soil analytical results were below the regulatory action levels for both
TPH-GRO and TPH-DRO in two of the samples and no constituents were detected in the other soil
samples. It was determined that most of the affected soils had been removed during UST closure
activities except for a minor amount of soil impact within the former tank basin that was not accessible
due to proximity to local utilities.
Between April 2004 and October 2005, groundwater monitoring activities were conducted by GRI
and additional soil sampling was conducted in April 2004. Multiple petroleum constituents were
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detected in wells MW-1, MW-4, and MW-6 above their respective GCLs and 2L standards. Soil
samples collected in the vicinity of the remaining affected soils indicated concentrations below soil-
to-water Maximum Soil Contaminant Concentrations (MSCCs) except for benzene, which was
detected below the Industrial/Commercial MSCC.
In October 2010, Progress Environmental Inc. (Progress) performed a Pre-Cap Monitoring event
that included the installation of a four-inch monitoring well (MW-1R) to replace MW-1 and the
sampling of the existing monitoring wells. Analytical results from wells MW-1R, MW-4 and MW-
6 indicated constituents above their respective GCLs and results from well MW-3 indicated
constituents above their respective 2L standards.
In September 2011, Progress oversaw the excavation of accessible impacted soil as well the
abandonment of wells MW-1R, MW-4 and MW-6. Approximately 1,076 tons of impacted soil was
removed from the vicinity of the former UST system. Confirmation samples indicated target
compounds above their respective Soil-to-Groundwater MSCCs and aliphatics, aromatics, and
benzene exceeding their Residential MSCCs. Prior to backfilling the excavation, Progress
implemented in-situ chemical remediation by placing approximately 1,300 pounds of PermeOx Plus
in the base of the excavation at the approximate depth of the saturated zone. In addition to the
excavation of impacted soils, Progress removed one 550-gallon waste oil UST near the eastern
corner of the former service garage/gasoline station. Approximately 401 gallons of residual liquids
were removed from the UST along with approximately 71.80 tons of petroleum-impacted soils.
Confirmation samples taken in the waste oil excavation indicated targeted compounds in excess of
the Soil-to-Groundwater MSCCs and further soil assessment was recommended.
In October 2011, Progress observed the installation of wells MW-1A, MW-4R, MW-6R, and MW-
7. In November, Progress returned and sampled the site monitoring wells. Benzene was detected in
groundwater samples from monitoring wells MW-1A, MW-4R and MW-6R above its GCL and
EDB and 1,2-dichloroethane were detected in MW-6R above their GCL. Additional target
compounds were detected in multiple wells exceeding their respective 2L standards. No constituents
were detected above their 2L standards in wells MW-5 and MW-7.
In February 2013, Progress conducted a groundwater sampling event that included sample collection
from all existing site monitoring wells. Benzene was detected above its GCL in wells MW-1A, MW-
4R, and MW-6R while EDB and 1,2-dichloroethane were detected in well MW-6R above their
GCLs. Petroleum constituents were detected above their respective 2L standards in all site wells
except for MW-5.
Between December 2014 and August 2018, S&ME performed groundwater monitoring events that
included sampling groundwater from all site wells and gauging for free product in well MW-1. O-
Sox were installed in wells MW-1A, MW-3, MW-4R, and MW-6R in July 2017 to facilitate
remediation and were removed in August 2018.
In February 2019, S&ME abandoned all seven of the site monitoring wells (MW-1A, MW-2, MW-
3, MW-4R, MW-5, MW-6R, and MW-7) due to the redevelopment of the property as the current
bank building.
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In May 2019, Griffith Enterprises performed an Initial Site Assessment following the demolition of
the former service station in May 2019. The assessment included the removal of two pedestal style
hydraulic lifts, a concrete oil change pit and 30 feet of associated piping, and a bay drain and 80 feet
of associate piping. Soils samples taken indicated soil constituents at concentrations below the
Commercial/Industrial MSCCs. S&ME provided oversight for the removal of 490.96 tons of
petroleum impacted soils in the vicinity of the former gasoline UST basin following the removal of
the building and associated petroleum concerns.
In August 2019, a 550-gallon waste oil UST was uncovered during grading activities of the area of
the former service station. The UST along with approximately 60.2 tons of petroleum impacted soils
were excavated and removed from the site. Confirmation samples indicated no detected constituents
that exceeded the Residential MSCCs.
In May 2020, two new monitoring wells (MW-8 and MW-9) were installed near former MW-1A
and MW-6R locations. These wells were subsequently sampled in June 2020 with benzene, EDB,
and 1,2-dichloroethane detected above GCLs along with various other constituents above 2L
standards in MW-8 while benzene was detected above its GCL along with several other VOCs above
their 2L standards in MW-9.
In June 2020, groundwater from monitoring wells MW-8 and MW-9 were sampled with benzene,
EDB, and 1,2-dichloroethane detected above GCLs along with various other constituents above 2L
standards in MW-8 while benzene was detected above its GCL along with several other VOCs above
their 2L standards in MW-9.
In June 2021, Terracon samples MW-8 and MW-9. Benzene and EDB were detected above GCLs
along with various other constituents above 2L standards in MW-8 while no analytes were detected
above GCLs in MW-9. Several VOCs were detected above their 2L standards in MW-9.

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3.0 FIELD ACTIVITIES

Field activities performed by ESP on June 1, 2023, included:
• Gauging static water levels in existing site monitoring wells MW-8 and MW-9; and
• Collecting groundwater samples from monitoring wells MW-8 and MW-9.

As provided in Appendix B, field logbook entries along with water level survey, groundwater
sampling, and field instrument calibration forms were completed in the field to document site
activities. Site photographs are also available in Appendix B. Details of field activities are
provided below.

3.1 Water Level Gauging

On June 1, 2023, prior to purging or collecting groundwater samples, depth to groundwater from
the top of casing (TOC) within each monitoring well was measured and recorded using a
decontaminated electronic water level meter. The water level measurements were collected by
first removing covers and plunger caps from all site monitoring wells and allowing water within
the wells to stabilize. The electronic water level meter probe was then lowered into the well and
the depth to water measured relative to the well’s TOC.

As noted on Table 1, static water level depths were measured at 13.89 feet below TOC (ft bTOC)
in MW-8 and 13.85 ft bTOC in MW-9. The static water elevations from these two monitoring
wells are depicted on Figure 3.

3.2 Free Product Evaluation

During the June 1, 2023, gauging event, free product was not encountered in either monitoring
wells MW-8 or MW-9.

3.3 Groundwater Sampling

On June 1, 2023, groundwater samples were collected from monitoring wells MW-8 and MW-9.
Groundwater samples were collected using dedicated and disposable polyvinyl chloride (PVC)
bailers (1.5” x 3’) attached to braided nylon rope. Prior to groundwater sample collection, each
well was purged using the bailer. During purging, water quality parameters including pH,
conductivity, temperature, and turbidity were measured using calibrated field water quality
instruments. Readings were taken at the start of purging and periodically until a minimum of three
well volumes were removed from the well and water quality parameters stabilized. Following
purging, a groundwater sample for laboratory analysis was collected from the well using the bailer.
The water quality parameters were recorded on groundwater sampling forms along with time,
water level depth, and cumulative volume of water purged (see groundwater sampling forms in
Appendix B).
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Groundwater samples were collected following Guidelines for Sampling by the Underground
Storage Tank Section, Division of Waste Management, North Carolina Department of
Environmental Quality (NCDEQ, 2022). Groundwater samples were placed in laboratory-
prepared vials preserved with hydrochloric acid (HCl), labeled, and stored on ice in a cooler for
subsequent delivery under standard chain-of-custody (COC) procedures to Pace Analytical (Pace),
a North Carolina-certified laboratory, located in Huntersville, North Carolina, for analysis. The
groundwater samples were analyzed for VOCs by EPA Method 6200B including methyl-tert-butyl
ether (MTBE), ethylene dibromide (EDB), and isopropyl ether (IPE).

3.4 Field Quality Control Sampling and Analysis

One field duplicate sample (designated Field Duplicate) was prepared by collecting an additional
groundwater sample from MW-9. The sample was placed into laboratory-prepared vials preserved
with HCl immediately following collection. The field duplicate was analyzed for VOCs to affirm
the accuracy of analytical results.

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4.0 GROUNDWATER ANALYTICAL RESULTS

Results of the laboratory analysis of groundwater samples MW-8 and MW-9 are tabulated in Table
2. As noted in Table 2, the groundwater analytical results are compared to both 2L standards and
GCLs (Gross Contaminant Levels). The Pace laboratory analytical report is provided in Appendix
C. A summary of the analytical results is as follows:
• Benzene was detected above its GCL of 5,000 µg/L in MW-8 (6,020 µg/L);
• EDB was detected above its GCL of 50 µg/L in MW-8 (109 µg/L);
• Multiple VOCs were detected above their respective 2L standards in groundwater samples
collected from MW-8 and MW-9. These analytes included benzene, ethylbenzene,
isopropylbenzene, naphthalene, n-propylbenzene, toluene, 1,2,4-trimethylbenzene, 1,3,5-
trimethylbenzene, and xylenes; and
• The field duplicate QC sample of MW-9 generally yielded comparable results as to the
MW-9 sample analyses.

Groundwater sampling results relative to each monitoring well location showing VOCs exceeding
their GCL and/or 2L standards are depicted on Figure 4. Figure 5 depicts the approximate lateral
extent of the dissolved benzene groundwater plume.

Notable trends of groundwater laboratory analytical results from the June 2023 sample event as
compared to previous June 2021 and June 2020 sampling events are summarized below:
• Benzene concentrations in MW-8 (6,020 µg/L) decreased in June 2023 as compared to the
June 2021 (6,160 µg/L) and June 2020 (12,000 µg/L) events;
• EDB concentrations in MW-8 (109 µg/L) decreased in June 2023 as compared to the June
2021 (146 µg/L) and June 2020 (300 µg/L) events;
• Other detected VOCs in MW-8 increased in concentrations in June 2023 as compared to
the June 2021 event; however, VOCs decreased in concentrations in June 2023 as
compared to the June 2020 event; and
• Constituent concentrations detected in MW-9 in the June 2023 sampling event have
generally increased as compared to the June 2021 event while concentrations have mostly
decreased as compared to the June 2020 event.

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5.0 CONCLUSIONS AND RECOMMENDATIONS

Based on results of the above sampling activities, ESP concludes the following:
• No water supply wells are located within 1,000 feet of the release;
• The static water levels at the site ranged from 13.85 to 13.89 ft bTOC;
• Based on historical data water level measurements, groundwater at the site is expected to
flow generally to the southeast;
• No free product was measured in MW-8 or MW-9;
• Benzene was detected above its GCL of 5,000 µg/L in MW-8 (6,020 µg/L);
• EDB was detected above its GCL of 50 µg/L in MW-8 (109 µg/L);
• Multiple VOCs were detected above their respective 2L standards in groundwater samples
collected from MW-8 and MW-9. These analytes included benzene, ethylbenzene,
isopropylbenzene, naphthalene, n-propylbenzene, toluene, 1,2,4-trimethylbenzene, 1,3,5-
trimethylbenzene, and xylenes;
• The field duplicate QC sample of MW-9 generally yielded comparable results as to the
MW-9 sample analyses;
• Benzene concentrations in MW-8 (6,020 µg/L) in June 2023 decreased from June 2021
(6,160 µg/L) and June 2020 (12,000 µg/L) events;
• EDB concentrations in MW-8 (109 µg/L) in June 2023 decreased from June 2021 (146
µg/L) and June 2020 (300 µg/L) events;
• Other detected VOCs in MW-8 increased in concentrations in June 2023 as compared to
the June 2021 event; however, VOCs decreased in concentrations in June 2023 as
compared to the June 2020 event; and
• Constituent concentrations detected in MW-9 in the June 2023 sampling event have
generally increased as compared to the June 2021 event while concentrations have mostly
decreased as compared to the June 2020 event.

Based on the above results, ESP offers the following recommendations:
• Continued annual sampling of existing monitoring wells MW-8 and MW-9;
• To address continued exceedances of standards in groundwater, it is recommended that
various bioremediation technologies be evaluated to facilitate the degradation of VOCs in
the subsurface.

Subsequent Monitoring Report ESP Project No. 23-00200-053
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6.0 REFERENCES

Rowan County, North Carolina GIS website, https://gis.rowancountync.gov/gismaps/.

1985 Geologic Map of North Carolina, The North Carolina Geological Survey, Phillip M. Brown,
1985.

Guideline for Sampling Underground Storage Tank Section, Division of Waste Management,
North Carolina Division of Environmental Quality, March 7, 2022, Change 4.

Terracon, July 9, 2021, Initial Monitoring Report: 403 North Main Street (Incident #3163),
Salisbury, Rowan County, North Carolina.

FIGURES

0 350 700Feet
ESP Associates, Inc.
P.O. Box 7030Charlotte, NC 28241
Phone [phone]
www.espassociates.com
SHEET TITLE
PROJECT
PROJECT NO.
SCALE
DRAWN BY
CHECKED BY
23-00200-053
ET
CWDATE07/07/23
FIGURE 1USGS TOPOGRAPHIC SITE LOCATION MAPµAs Shown
SALISBURY, NORTH CAROLINA
SITE BOUNDARY
All locations are approximate.
RUSHER'S TIRE SERVICE
LEGEND:
<
<
MW-8
MW-9
EAST KERR STREETNORTH MAIN STREETFORMER RUSHER'S TIRE SERVICE
0 20 40Feet
ESP Associates, Inc.
P.O. Box 7030Charlotte, NC 28241
Phone [phone]
www.espassociates.com
SHEET TITLE
PROJECT
PROJECT NO.
SCALE
DRAWN BY
CHECKED BY
23-00200-053
ET
CWDATE07/07/23
FIGURE 2SITE MAPµAs Shown
SALISBURY, NORTH CAROLINA
SITE BOUNDARY
MONITORING WELL
All locations are approximate.
RUSHER'S TIRE SERVICE
LEGEND:
<
<
<
MW-8
MW-9
EAST KERR STREETNORTH MAIN STREETFORMER RUSHER'S TIRE SERVICE
(88.04-ft)
(87.71-ft)
0 25 50Feet
ESP Associates, Inc.
P.O. Box 7030Charlotte, NC 28241
Phone [phone]
www.espassociates.com
SHEET TITLE
PROJECT
PROJECT NO.
SCALE
DRAWN BY
CHECKED BY
23-00200-053
ET
CWDATE07/07/23
FIGURE 3GROUNDWATER ELEVATION MAPµAs Shown
SALISBURY, NORTH CAROLINA
SITE BOUNDARYMONITORING WELLESTIMATED GROUNDWATER FLOW DIRECTION
All locations are approximate.
RUSHER'S TIRE SERVICE
LEGEND:
<
NCDEQ Incident No. 3136Rusher's Tire Service
403 North Main Street
Salisbury, North Carolina
Groundwater elevationsmeasured on June 1, 2023
<
<
MW-8
MW-9
EAST KERR STREETNORTH MAIN STREET0 25 50Feet
ESP Associates, Inc.
P.O. Box 7030Charlotte, NC 28241
Phone [phone]
www.espassociates.com
SHEET TITLE
PROJECT
PROJECT NO.
SCALE
DRAWN BY
CHECKED BY
23-00200-053
ET
CWDATE07/07/23
FIGURE 4GROUNDWATER RESULTS MAPµAs Shown
SALISBURY, NORTH CAROLINA
SITE BOUNDARY
MONITORING WELL
All locations are approximate.
RUSHER'S TIRE SERVICE
LEGEND:
<
Yellow highlighted values are greater thanthe GCL.
Only analytes above 2L Standards shown.
<
<
MW-8
MW-9
EAST KERR STREETNORTH MAIN STREET0 25 50Feet
ESP Associates, Inc.
P.O. Box 7030Charlotte, NC 28241
Phone [phone]
www.espassociates.com
SHEET TITLE
PROJECT
PROJECT NO.
SCALE
DRAWN BY
CHECKED BY
23-00200-053
ET
CWDATE07/07/23
FIGURE 5BENZENE ISOCONCENTRATION MAPµAs Shown
SALISBURY, NORTH CAROLINA
SITE BOUNDARY
MONITORING WELL
APPROXIMATE CONCENTRATION CONTOUR
All locations are approximate.
RUSHER'S TIRE SERVICE
LEGEND:
<
6,020
791
Benzene Comparison Criteria:
ug/L - micrograms per liter2L Standard - 1 ug/LGCL - 5,000 ug/L
1,000 ug/L
Analytical Results Presented in Table 3.Table 2.
5,000 ug/L
1 ug/L

TABLES

Table 1
Monitoring Well Construction and Groundwater Elevation Data
Rusher's Tire Service
Salisbury, North Carolina
NCDEQ Incident No. 3163
Well ID Date
Intalled
Screened Interval
(ft BGS) a
Bottom of
Well
(ft BGS) a
Top of Casing
Elevation
(ft) a,b
Date Water
Level Measured
Depth to Water
from Top of
Casing
(ft)
Groundwater
Elevation
(ft bTOC)
06/10/20 11.41 90.52
06/24/21 12.75 89.18
06/01/23 13.89 88.04
06/10/20 11.80 89.76
06/24/21 13.00 88.56
06/01/23 13.85 87.71
Notes:
a Top of casing elevations, screened intervals, and bottom of well measurements are from previous consultants' monitoring reports.
b Top of casing elevations are based off of an assumed benchmark elevation.
BGS - below ground surface
ft - feet
ft bTOC - feet below TOC
TOC - top of casing
25
23
101.93
101.56
MW-8
MW-9
5/12/2020
5/12/2020
10-25.
8-23.
Table 2
Summary of Groundwater Analytical Results
Rusher's Tire Service
Salisbury, North Carolina
NCDEQ Incident No. 3163
1 0.02 0.40 600 70 6 70 600 400 400 500 500 500
5,000 50 400 80,000 30,500 6,000 26,100 260,000 28,500 24,100 50,000 50,000 50,000
6/10/2020 12,000 300 540 3,100 130J 630 310 33,000 2,100 500 15,200 NR NR
6/24/2021 6,160 146 165 2,070 68.3 362 170 19,100 1,200 311 9,840 NR NR
6/01/2023 6,020 109 <80.5 2,570 78.3 J 476 212 25,300 1,470 357 13,070 8,800 4,270
6/10/2020 14,000 ND ND 3,300 120J 360 310 59,000 2,000 530 17,300 NR NR
6/24/2021 199 <34 <40.2 2,800 121 559 296 15,200 2,130 482 14,280 NR NR
6/01/2023 791 <68.0 <64.4 3,290 118 J 1,260 324 37,800 2,220 429 17,450 11,300 6,150
Field
Duplicate
(MW-9)
6/01/2023 586 <54.4 <64.4 2,800 95.5 J 415 247 31,400 2,040 400 15,480 10,000 5,480
Notes:
Bold values indicate constituent concentrations were greater than the 2L Standard.
Yellow highlighted values indicate constituent concentrations were greater than the GCL.
Samples presented prior to the June 1, 2023 event were obtained from prevous consultants reports.
<## - less than the method detection limit
µg/L - micrograms per liter
2L Standard - North Carolina 02L standard for groundwater
GCL - Gross Contaminant Level
J - Estimated concentration above the method detection limit and below the reporting limit.
NR - not reported
ND - not detected
MW-8
MW-9 1,3,5-TrimethylbenzeneXylene (Total)m&p-Xyleneo-Xylene2L Standard (µg/L)
GCL (µg/L)Naphthalenen-PropylbenzeneToluene1,2,4-Trimethylbenzene1,2-Dibromoethane (EDB)1,2-DichloroethaneEthylbenzeneIsopropylbenzene (cumene)Sample ID Collection
Date
Benzene

APPENDICES

APPENDIX A

APPENDIX B

APPENDIX C
#=CL#
June 12, 2023
LIMS USE: FR - CHRIS WARD
LIMS OBJECT ID: 92670271
92670271
Project:
Pace Project No.:
RE:
Chris Ward
ESP Associates
3475 Lakemont Boulevard
Fort Mill, SC 29708
Rusher's Tire Service
Dear Chris Ward:
Enclosed are the analytical results for sample(s) received by the laboratory on June 02, 2023. The results relate only to the
samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the
laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report.
The test results provided in this final report were generated by each of the following laboratories within the Pace Network:
• Pace Analytical Services - Charlotte
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Bonnie Vang
[e-mail]
Project Manager
[phone]
Enclosures
cc:Account Payable, ESP Associates
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 1 of 24
#=CP#
CERTIFICATIONS
Pace Project No.:
Project:
92670271
Rusher's Tire Service
Pace Analytical Services Charlotte
South Carolina Laboratory ID: 99006
9800 Kincey Ave. Ste 100, Huntersville, NC 28078
North Carolina Drinking Water Certification #: 37706
North Carolina Field Services Certification #: 5342
North Carolina Wastewater Certification #: 12
South Carolina Laboratory ID: 99006
South Carolina Certification #: 99006001
South Carolina Drinking Water Cert. #: 99006003
Florida/NELAP Certification #: E87627
Kentucky UST Certification #: 84
Louisiana DoH Drinking Water #: LA029
Virginia/VELAP Certification #: 460221
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 2 of 24
#=SS#
SAMPLE SUMMARY
Pace Project No.:
Project:
92670271
Rusher's Tire Service
Lab ID Sample ID Matrix Date Collected Date Received
92670271001 MW-9 Water 06/01/23 16:14 06/02/23 09:13
92670271002 MW-8 Water 06/01/23 17:18 06/02/23 09:13
92670271003 Field Duplicate Water 06/02/23 09:13
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 3 of 24
#=SA#
SAMPLE ANALYTE COUNT
Pace Project No.:
Project:
92670271
Rusher's Tire Service
Lab ID Sample ID Method
Analytes
Reported LaboratoryAnalysts
92670271001 MW-9 SM 6200B 63 PASI-CSAS
92670271002 MW-8 SM 6200B 63 PASI-CSAS
92670271003 Field Duplicate SM 6200B 63 PASI-CSAS
PASI-C = Pace Analytical Services - Charlotte
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 4 of 24
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92670271
Rusher's Tire Service
Sample:MW-9 Lab ID:92670271001 Collected:06/01/23 16:14 Received:06/02/23 09:13 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Benzene 791 ug/L 06/08/23 21:29 71-43-212586.2 250
Bromobenzene ND ug/L 06/08/23 21:29 108-86-112572.5 250
Bromochloromethane ND ug/L 06/08/23 21:29 74-97-5125117250
Bromodichloromethane ND ug/L 06/08/23 21:29 75-27-412576.8 250
Bromoform ND ug/L 06/08/23 21:29 75-25-212585.2 250
Bromomethane ND ug/L 06/08/23 21:29 74-83-91250415250
n-Butylbenzene ND ug/L 06/08/23 21:29 104-51-8125122250
sec-Butylbenzene ND ug/L 06/08/23 21:29 135-98-8125100250
tert-Butylbenzene ND ug/L 06/08/23 21:29 98-06-612580.8 250
Carbon tetrachloride ND ug/L 06/08/23 21:29 56-23-512583.2 250
Chlorobenzene ND ug/L 06/08/23 21:29 108-90-712571.0 250
Chloroethane ND ug/L 06/08/23 21:29 75-00-3250162250
Chloroform ND ug/L 06/08/23 21:29 67-66-3125108250
Chloromethane ND ug/L 06/08/23 21:29 74-87-3250135250
2-Chlorotoluene ND ug/L 06/08/23 21:29 95-49-812580.2 250
4-Chlorotoluene ND ug/L 06/08/23 21:29 106-43-412581.0 250
1,2-Dibromo-3-chloropropane ND ug/L 06/08/23 21:29 96-12-825085.0 250
Dibromochloromethane ND ug/L 06/08/23 21:29 124-48-112589.8 250
1,2-Dibromoethane (EDB)ND ug/L 06/08/23 21:29 106-93-412568.0 250
Dibromomethane ND ug/L 06/08/23 21:29 74-95-312598.5 250
1,2-Dichlorobenzene ND ug/L 06/08/23 21:29 95-50-112584.8 250
1,3-Dichlorobenzene ND ug/L 06/08/23 21:29 541-73-112585.0 250
1,4-Dichlorobenzene ND ug/L 06/08/23 21:29 106-46-712583.2 250
Dichlorodifluoromethane ND ug/L 06/08/23 21:29 75-71-8 IH12586.5 250
1,1-Dichloroethane ND ug/L 06/08/23 21:29 75-34-312591.8 250
1,2-Dichloroethane ND ug/L 06/08/23 21:29 107-06-212580.5 250
1,1-Dichloroethene ND ug/L 06/08/23 21:29 75-35-412587.0 250
cis-1,2-Dichloroethene ND ug/L 06/08/23 21:29 156-59-212596.0 250
trans-1,2-Dichloroethene ND ug/L 06/08/23 21:29 156-60-512599.0 250
1,2-Dichloropropane ND ug/L 06/08/23 21:29 78-87-512588.8 250
1,3-Dichloropropane ND ug/L 06/08/23 21:29 142-28-912571.0 250
2,2-Dichloropropane ND ug/L 06/08/23 21:29 594-20-712597.0 250
1,1-Dichloropropene ND ug/L 06/08/23 21:29 563-58-6125107250
cis-1,3-Dichloropropene ND ug/L 06/08/23 21:29 10061-01-512591.2 250
trans-1,3-Dichloropropene ND ug/L 06/08/23 21:29 10061-02-612590.8 250
Diisopropyl ether ND ug/L 06/08/23 21:29 108-20-312577.0 250
Ethylbenzene 3290 ug/L 06/08/23 21:29 100-41-412576.0 250
Hexachloro-1,3-butadiene ND ug/L 06/08/23 21:29 87-68-3500382250
Isopropylbenzene (Cumene)118J ug/L 06/08/23 21:29 98-82-812583.2 250
Methylene Chloride ND ug/L 06/08/23 21:29 75-09-2500488250
Methyl-tert-butyl ether ND ug/L 06/08/23 21:29 1634-04-4125106250
Naphthalene 1260 ug/L 06/08/23 21:29 91-20-3500161250
n-Propylbenzene 324 ug/L 06/08/23 21:29 103-65-112585.0 250
Styrene ND ug/L 06/08/23 21:29 100-42-512573.0 250
1,1,1,2-Tetrachloroethane ND ug/L 06/08/23 21:29 630-20-612577.8 250
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 06/12/2023 12:42 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 5 of 24
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92670271
Rusher's Tire Service
Sample:MW-9 Lab ID:92670271001 Collected:06/01/23 16:14 Received:06/02/23 09:13 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
1,1,2,2-Tetrachloroethane ND ug/L 06/08/23 21:29 79-34-512556.2 250
Tetrachloroethene ND ug/L 06/08/23 21:29 127-18-412573.0 250
Toluene 37800 ug/L 06/08/23 21:29 108-88-312559.8 250
1,2,3-Trichlorobenzene ND ug/L 06/08/23 21:29 87-61-6500202250
1,2,4-Trichlorobenzene ND ug/L 06/08/23 21:29 120-82-1500160250
1,1,1-Trichloroethane ND ug/L 06/08/23 21:29 71-55-612583.0 250
1,1,2-Trichloroethane ND ug/L 06/08/23 21:29 79-00-512581.2 250
Trichloroethene ND ug/L 06/08/23 21:29 79-01-612595.8 250
Trichlorofluoromethane ND ug/L 06/08/23 21:29 75-69-425074.5 250
1,2,3-Trichloropropane ND ug/L 06/08/23 21:29 96-18-412565.2 250
1,2,4-Trimethylbenzene 2220 ug/L 06/08/23 21:29 95-63-6125124250
1,3,5-Trimethylbenzene 429 ug/L 06/08/23 21:29 108-67-812583.0 250
Vinyl chloride ND ug/L 06/08/23 21:29 75-01-425096.5 250
m&p-Xylene 11300 ug/L 06/08/23 21:29 179601-23-1250177250
o-Xylene 6150 ug/L 06/08/23 21:29 95-47-612584.5 250
Surrogates
1,2-Dichloroethane-d4 (S)111 %06/08/23 21:29 17060-07-070-130 250
4-Bromofluorobenzene (S)100 %06/08/23 21:29 460-00-470-130 250
Toluene-d8 (S)100 %06/08/23 21:29 2037-26-570-130 250
Sample:MW-8 Lab ID:92670271002 Collected:06/01/23 17:18 Received:06/02/23 09:13 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Benzene 6020 ug/L 06/08/23 21:46 71-43-210069.0 200
Bromobenzene ND ug/L 06/08/23 21:46 108-86-110058.0 200
Bromochloromethane ND ug/L 06/08/23 21:46 74-97-510093.6 200
Bromodichloromethane ND ug/L 06/08/23 21:46 75-27-410061.4 200
Bromoform ND ug/L 06/08/23 21:46 75-25-210068.2 200
Bromomethane ND ug/L 06/08/23 21:46 74-83-91000332200
n-Butylbenzene ND ug/L 06/08/23 21:46 104-51-810098.0 200
sec-Butylbenzene ND ug/L 06/08/23 21:46 135-98-810080.0 200
tert-Butylbenzene ND ug/L 06/08/23 21:46 98-06-610064.6 200
Carbon tetrachloride ND ug/L 06/08/23 21:46 56-23-510066.6 200
Chlorobenzene ND ug/L 06/08/23 21:46 108-90-710056.8 200
Chloroethane ND ug/L 06/08/23 21:46 75-00-3200130200
Chloroform ND ug/L 06/08/23 21:46 67-66-310086.0 200
Chloromethane ND ug/L 06/08/23 21:46 74-87-3200108200
2-Chlorotoluene ND ug/L 06/08/23 21:46 95-49-810064.2 200
4-Chlorotoluene ND ug/L 06/08/23 21:46 106-43-410064.8 200
1,2-Dibromo-3-chloropropane ND ug/L 06/08/23 21:46 96-12-820068.0 200
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 06/12/2023 12:42 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 6 of 24
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92670271
Rusher's Tire Service
Sample:MW-8 Lab ID:92670271002 Collected:06/01/23 17:18 Received:06/02/23 09:13 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Dibromochloromethane ND ug/L 06/08/23 21:46 124-48-110071.8 200
1,2-Dibromoethane (EDB)109 ug/L 06/08/23 21:46 106-93-410054.4 200
Dibromomethane ND ug/L 06/08/23 21:46 74-95-310078.8 200
1,2-Dichlorobenzene ND ug/L 06/08/23 21:46 95-50-110067.8 200
1,3-Dichlorobenzene ND ug/L 06/08/23 21:46 541-73-110068.0 200
1,4-Dichlorobenzene ND ug/L 06/08/23 21:46 106-46-710066.6 200
Dichlorodifluoromethane ND ug/L 06/08/23 21:46 75-71-8 IH10069.2 200
1,1-Dichloroethane ND ug/L 06/08/23 21:46 75-34-310073.4 200
1,2-Dichloroethane ND ug/L 06/08/23 21:46 107-06-210064.4 200
1,1-Dichloroethene ND ug/L 06/08/23 21:46 75-35-410069.6 200
cis-1,2-Dichloroethene ND ug/L 06/08/23 21:46 156-59-210076.8 200
trans-1,2-Dichloroethene ND ug/L 06/08/23 21:46 156-60-510079.2 200
1,2-Dichloropropane ND ug/L 06/08/23 21:46 78-87-510071.0 200
1,3-Dichloropropane ND ug/L 06/08/23 21:46 142-28-910056.8 200
2,2-Dichloropropane ND ug/L 06/08/23 21:46 594-20-710077.6 200
1,1-Dichloropropene ND ug/L 06/08/23 21:46 563-58-610085.4 200
cis-1,3-Dichloropropene ND ug/L 06/08/23 21:46 10061-01-510073.0 200
trans-1,3-Dichloropropene ND ug/L 06/08/23 21:46 10061-02-610072.6 200
Diisopropyl ether ND ug/L 06/08/23 21:46 108-20-310061.6 200
Ethylbenzene 2570 ug/L 06/08/23 21:46 100-41-410060.8 200
Hexachloro-1,3-butadiene ND ug/L 06/08/23 21:46 87-68-3400306200
Isopropylbenzene (Cumene)78.3J ug/L 06/08/23 21:46 98-82-810066.6 200
Methylene Chloride ND ug/L 06/08/23 21:46 75-09-2400390200
Methyl-tert-butyl ether ND ug/L 06/08/23 21:46 1634-04-410084.4 200
Naphthalene 476 ug/L 06/08/23 21:46 91-20-3400129200
n-Propylbenzene 212 ug/L 06/08/23 21:46 103-65-110068.0 200
Styrene ND ug/L 06/08/23 21:46 100-42-510058.4 200
1,1,1,2-Tetrachloroethane ND ug/L 06/08/23 21:46 630-20-610062.2 200
1,1,2,2-Tetrachloroethane ND ug/L 06/08/23 21:46 79-34-510045.0 200
Tetrachloroethene ND ug/L 06/08/23 21:46 127-18-410058.4 200
Toluene 25300 ug/L 06/08/23 21:46 108-88-310047.8 200
1,2,3-Trichlorobenzene ND ug/L 06/08/23 21:46 87-61-6400161200
1,2,4-Trichlorobenzene ND ug/L 06/08/23 21:46 120-82-1400128200
1,1,1-Trichloroethane ND ug/L 06/08/23 21:46 71-55-610066.4 200
1,1,2-Trichloroethane ND ug/L 06/08/23 21:46 79-00-510065.0 200
Trichloroethene ND ug/L 06/08/23 21:46 79-01-610076.6 200
Trichlorofluoromethane ND ug/L 06/08/23 21:46 75-69-420059.6 200
1,2,3-Trichloropropane ND ug/L 06/08/23 21:46 96-18-410052.2 200
1,2,4-Trimethylbenzene 1470 ug/L 06/08/23 21:46 95-63-610099.0 200
1,3,5-Trimethylbenzene 357 ug/L 06/08/23 21:46 108-67-810066.4 200
Vinyl chloride ND ug/L 06/08/23 21:46 75-01-420077.2 200
m&p-Xylene 8800 ug/L 06/08/23 21:46 179601-23-1200142200
o-Xylene 4270 ug/L 06/08/23 21:46 95-47-610067.6 200
Surrogates
1,2-Dichloroethane-d4 (S)111 %06/08/23 21:46 17060-07-070-130 200
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 06/12/2023 12:42 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 7 of 24
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92670271
Rusher's Tire Service
Sample:MW-8 Lab ID:92670271002 Collected:06/01/23 17:18 Received:06/02/23 09:13 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Surrogates
4-Bromofluorobenzene (S)100 %06/08/23 21:46 460-00-470-130 200
Toluene-d8 (S)99 %06/08/23 21:46 2037-26-570-130 200
Sample:Field Duplicate Lab ID:92670271003 Collected:Received:06/02/23 09:13 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Benzene 586 ug/L 06/09/23 22:13 71-43-210069.0 200
Bromobenzene ND ug/L 06/09/23 22:13 108-86-110058.0 200
Bromochloromethane ND ug/L 06/09/23 22:13 74-97-510093.6 200
Bromodichloromethane ND ug/L 06/09/23 22:13 75-27-410061.4 200
Bromoform ND ug/L 06/09/23 22:13 75-25-210068.2 200
Bromomethane ND ug/L 06/09/23 22:13 74-83-91000332200
n-Butylbenzene ND ug/L 06/09/23 22:13 104-51-810098.0 200
sec-Butylbenzene ND ug/L 06/09/23 22:13 135-98-810080.0 200
tert-Butylbenzene ND ug/L 06/09/23 22:13 98-06-610064.6 200
Carbon tetrachloride ND ug/L 06/09/23 22:13 56-23-510066.6 200
Chlorobenzene ND ug/L 06/09/23 22:13 108-90-710056.8 200
Chloroethane ND ug/L 06/09/23 22:13 75-00-3200130200
Chloroform ND ug/L 06/09/23 22:13 67-66-310086.0 200
Chloromethane ND ug/L 06/09/23 22:13 74-87-3200108200
2-Chlorotoluene ND ug/L 06/09/23 22:13 95-49-810064.2 200
4-Chlorotoluene ND ug/L 06/09/23 22:13 106-43-410064.8 200
1,2-Dibromo-3-chloropropane ND ug/L 06/09/23 22:13 96-12-820068.0 200
Dibromochloromethane ND ug/L 06/09/23 22:13 124-48-110071.8 200
1,2-Dibromoethane (EDB)ND ug/L 06/09/23 22:13 106-93-410054.4 200
Dibromomethane ND ug/L 06/09/23 22:13 74-95-310078.8 200
1,2-Dichlorobenzene ND ug/L 06/09/23 22:13 95-50-110067.8 200
1,3-Dichlorobenzene ND ug/L 06/09/23 22:13 541-73-110068.0 200
1,4-Dichlorobenzene ND ug/L 06/09/23 22:13 106-46-710066.6 200
Dichlorodifluoromethane ND ug/L 06/09/23 22:13 75-71-8 IH10069.2 200
1,1-Dichloroethane ND ug/L 06/09/23 22:13 75-34-310073.4 200
1,2-Dichloroethane ND ug/L 06/09/23 22:13 107-06-210064.4 200
1,1-Dichloroethene ND ug/L 06/09/23 22:13 75-35-410069.6 200
cis-1,2-Dichloroethene ND ug/L 06/09/23 22:13 156-59-210076.8 200
trans-1,2-Dichloroethene ND ug/L 06/09/23 22:13 156-60-510079.2 200
1,2-Dichloropropane ND ug/L 06/09/23 22:13 78-87-510071.0 200
1,3-Dichloropropane ND ug/L 06/09/23 22:13 142-28-910056.8 200
2,2-Dichloropropane ND ug/L 06/09/23 22:13 594-20-710077.6 200
1,1-Dichloropropene ND ug/L 06/09/23 22:13 563-58-610085.4 200
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 06/12/2023 12:42 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 8 of 24
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92670271
Rusher's Tire Service
Sample:Field Duplicate Lab ID:92670271003 Collected:Received:06/02/23 09:13 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
cis-1,3-Dichloropropene ND ug/L 06/09/23 22:13 10061-01-510073.0 200
trans-1,3-Dichloropropene ND ug/L 06/09/23 22:13 10061-02-610072.6 200
Diisopropyl ether ND ug/L 06/09/23 22:13 108-20-310061.6 200
Ethylbenzene 2800 ug/L 06/09/23 22:13 100-41-410060.8 200
Hexachloro-1,3-butadiene ND ug/L 06/09/23 22:13 87-68-3400306200
Isopropylbenzene (Cumene)95.5J ug/L 06/09/23 22:13 98-82-810066.6 200
Methylene Chloride ND ug/L 06/09/23 22:13 75-09-2400390200
Methyl-tert-butyl ether ND ug/L 06/09/23 22:13 1634-04-410084.4 200
Naphthalene 415 ug/L 06/09/23 22:13 91-20-3400129200
n-Propylbenzene 247 ug/L 06/09/23 22:13 103-65-110068.0 200
Styrene ND ug/L 06/09/23 22:13 100-42-510058.4 200
1,1,1,2-Tetrachloroethane ND ug/L 06/09/23 22:13 630-20-610062.2 200
1,1,2,2-Tetrachloroethane ND ug/L 06/09/23 22:13 79-34-510045.0 200
Tetrachloroethene ND ug/L 06/09/23 22:13 127-18-410058.4 200
Toluene 31400 ug/L 06/09/23 22:13 108-88-310047.8 200
1,2,3-Trichlorobenzene ND ug/L 06/09/23 22:13 87-61-6400161200
1,2,4-Trichlorobenzene ND ug/L 06/09/23 22:13 120-82-1400128200
1,1,1-Trichloroethane ND ug/L 06/09/23 22:13 71-55-610066.4 200
1,1,2-Trichloroethane ND ug/L 06/09/23 22:13 79-00-510065.0 200
Trichloroethene ND ug/L 06/09/23 22:13 79-01-610076.6 200
Trichlorofluoromethane ND ug/L 06/09/23 22:13 75-69-420059.6 200
1,2,3-Trichloropropane ND ug/L 06/09/23 22:13 96-18-410052.2 200
1,2,4-Trimethylbenzene 2040 ug/L 06/09/23 22:13 95-63-610099.0 200
1,3,5-Trimethylbenzene 400 ug/L 06/09/23 22:13 108-67-810066.4 200
Vinyl chloride ND ug/L 06/09/23 22:13 75-01-420077.2 200
m&p-Xylene 10000 ug/L 06/09/23 22:13 179601-23-1200142200
o-Xylene 5480 ug/L 06/09/23 22:13 95-47-610067.6 200
Surrogates
1,2-Dichloroethane-d4 (S)110 %06/09/23 22:13 17060-07-070-130 200
4-Bromofluorobenzene (S)97 %06/09/23 22:13 460-00-470-130 200
Toluene-d8 (S)100 %06/09/23 22:13 2037-26-570-130 200
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 06/12/2023 12:42 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 9 of 24
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92670271
Rusher's Tire Service
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
778844
SM 6200B
SM 6200B
6200B MSV
Laboratory:Pace Analytical Services - Charlotte
Associated Lab Samples:92670271003
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:4039903
Associated Lab Samples:92670271003
Matrix:Water
AnalyzedMDL
1,1,1,2-Tetrachloroethane ug/L ND 0.50 06/09/23 15:570.31
1,1,1-Trichloroethane ug/L ND 0.50 06/09/23 15:570.33
1,1,2,2-Tetrachloroethane ug/L ND 0.50 06/09/23 15:570.22
1,1,2-Trichloroethane ug/L ND 0.50 06/09/23 15:570.32
1,1-Dichloroethane ug/L ND 0.50 06/09/23 15:570.37
1,1-Dichloroethene ug/L ND 0.50 06/09/23 15:570.35
1,1-Dichloropropene ug/L ND 0.50 06/09/23 15:570.43
1,2,3-Trichlorobenzene ug/L ND 2.0 06/09/23 15:570.81
1,2,3-Trichloropropane ug/L ND 0.50 06/09/23 15:570.26
1,2,4-Trichlorobenzene ug/L ND 2.0 06/09/23 15:570.64
1,2,4-Trimethylbenzene ug/L ND 0.50 06/09/23 15:570.50
1,2-Dibromo-3-chloropropane ug/L ND 1.0 06/09/23 15:570.34
1,2-Dibromoethane (EDB)ug/L ND 0.50 06/09/23 15:570.27
1,2-Dichlorobenzene ug/L ND 0.50 06/09/23 15:570.34
1,2-Dichloroethane ug/L ND 0.50 06/09/23 15:570.32
1,2-Dichloropropane ug/L ND 0.50 06/09/23 15:570.36
1,3,5-Trimethylbenzene ug/L ND 0.50 06/09/23 15:570.33
1,3-Dichlorobenzene ug/L ND 0.50 06/09/23 15:570.34
1,3-Dichloropropane ug/L ND 0.50 06/09/23 15:570.28
1,4-Dichlorobenzene ug/L ND 0.50 06/09/23 15:570.33
2,2-Dichloropropane ug/L ND 0.50 06/09/23 15:570.39
2-Chlorotoluene ug/L ND 0.50 06/09/23 15:570.32
4-Chlorotoluene ug/L ND 0.50 06/09/23 15:570.32
Benzene ug/L ND 0.50 06/09/23 15:570.34
Bromobenzene ug/L ND 0.50 06/09/23 15:570.29
Bromochloromethane ug/L ND 0.50 06/09/23 15:570.47
Bromodichloromethane ug/L ND 0.50 06/09/23 15:570.31
Bromoform ug/L ND 0.50 06/09/23 15:570.34
Bromomethane ug/L ND 5.0 06/09/23 15:571.7
Carbon tetrachloride ug/L ND 0.50 06/09/23 15:570.33
Chlorobenzene ug/L ND 0.50 06/09/23 15:570.28
Chloroethane ug/L ND 1.0 06/09/23 15:570.65
Chloroform ug/L ND 0.50 06/09/23 15:570.43
Chloromethane ug/L ND 1.0 06/09/23 15:570.54
cis-1,2-Dichloroethene ug/L ND 0.50 06/09/23 15:570.38
cis-1,3-Dichloropropene ug/L ND 0.50 06/09/23 15:570.36
Dibromochloromethane ug/L ND 0.50 06/09/23 15:570.36
Dibromomethane ug/L ND 0.50 06/09/23 15:570.39
Dichlorodifluoromethane ug/L ND 0.50 IH06/09/23 15:570.35
Diisopropyl ether ug/L ND 0.50 06/09/23 15:570.31
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 06/12/2023 12:42 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 10 of 24
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92670271
Rusher's Tire Service
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:4039903
Associated Lab Samples:92670271003
Matrix:Water
AnalyzedMDL
Ethylbenzene ug/L ND 0.50 06/09/23 15:570.30
Hexachloro-1,3-butadiene ug/L ND 2.0 06/09/23 15:571.5
Isopropylbenzene (Cumene)ug/L ND 0.50 06/09/23 15:570.33
m&p-Xylene ug/L ND 1.0 06/09/23 15:570.71
Methyl-tert-butyl ether ug/L ND 0.50 06/09/23 15:570.42
Methylene Chloride ug/L ND 2.0 06/09/23 15:572.0
n-Butylbenzene ug/L ND 0.50 06/09/23 15:570.49
n-Propylbenzene ug/L ND 0.50 06/09/23 15:570.34
Naphthalene ug/L ND 2.0 06/09/23 15:570.64
o-Xylene ug/L ND 0.50 06/09/23 15:570.34
sec-Butylbenzene ug/L ND 0.50 06/09/23 15:570.40
Styrene ug/L ND 0.50 06/09/23 15:570.29
tert-Butylbenzene ug/L ND 0.50 06/09/23 15:570.32
Tetrachloroethene ug/L ND 0.50 06/09/23 15:570.29
Toluene ug/L ND 0.50 06/09/23 15:570.24
trans-1,2-Dichloroethene ug/L ND 0.50 06/09/23 15:570.40
trans-1,3-Dichloropropene ug/L ND 0.50 06/09/23 15:570.36
Trichloroethene ug/L ND 0.50 06/09/23 15:570.38
Trichlorofluoromethane ug/L ND 1.0 06/09/23 15:570.30
Vinyl chloride ug/L ND 1.0 06/09/23 15:570.39
1,2-Dichloroethane-d4 (S)%111 70-130 06/09/23 15:57
4-Bromofluorobenzene (S)%98 70-130 06/09/23 15:57
Toluene-d8 (S)%99 70-130 06/09/23 15:57
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
4039904LABORATORY CONTROL SAMPLE:
LCSSpike
1,1,1,2-Tetrachloroethane ug/L 20.820 104 60-140
1,1,1-Trichloroethane ug/L 20.320 101 60-140
1,1,2,2-Tetrachloroethane ug/L 22.420 112 60-140
1,1,2-Trichloroethane ug/L 22.320 111 60-140
1,1-Dichloroethane ug/L 22.120 110 60-140
1,1-Dichloroethene ug/L 21.020 105 60-140
1,1-Dichloropropene ug/L 21.520 108 60-140
1,2,3-Trichlorobenzene ug/L 21.020 105 60-140
1,2,3-Trichloropropane ug/L 22.420 112 60-140
1,2,4-Trichlorobenzene ug/L 20.820 104 60-140
1,2,4-Trimethylbenzene ug/L 22.320 112 60-140
1,2-Dibromo-3-chloropropane ug/L 20.820 104 60-140
1,2-Dibromoethane (EDB)ug/L 22.820 114 60-140
1,2-Dichlorobenzene ug/L 21.620 108 60-140
1,2-Dichloroethane ug/L 23.920 120 60-140
1,2-Dichloropropane ug/L 22.420 112 60-140
1,3,5-Trimethylbenzene ug/L 21.320 106 60-140
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 06/12/2023 12:42 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 11 of 24
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92670271
Rusher's Tire Service
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
4039904LABORATORY CONTROL SAMPLE:
LCSSpike
1,3-Dichlorobenzene ug/L 21.320 107 60-140
1,3-Dichloropropane ug/L 22.020 110 60-140
1,4-Dichlorobenzene ug/L 20.220 101 60-140
2,2-Dichloropropane ug/L 20.720 103 60-140
2-Chlorotoluene ug/L 20.920 105 60-140
4-Chlorotoluene ug/L 21.820 109 60-140
Benzene ug/L 20.620 103 60-140
Bromobenzene ug/L 20.520 102 60-140
Bromochloromethane ug/L 21.820 109 60-140
Bromodichloromethane ug/L 21.120 105 60-140
Bromoform ug/L 19.220 96 60-140
Bromomethane ug/L 17.120 86 60-140
Carbon tetrachloride ug/L 18.620 93 60-140
Chlorobenzene ug/L 20.520 102 60-140
Chloroethane ug/L 19.420 97 60-140
Chloroform ug/L 21.820 109 60-140
Chloromethane ug/L 19.320 96 60-140
cis-1,2-Dichloroethene ug/L 22.520 112 60-140
cis-1,3-Dichloropropene ug/L 22.620 113 60-140
Dibromochloromethane ug/L 21.520 108 60-140
Dibromomethane ug/L 22.120 110 60-140
Dichlorodifluoromethane ug/L 16.6 IH208360-140
Diisopropyl ether ug/L 23.620 118 60-140
Ethylbenzene ug/L 20.220 101 60-140
Hexachloro-1,3-butadiene ug/L 18.220 91 60-140
Isopropylbenzene (Cumene)ug/L 20.520 102 60-140
m&p-Xylene ug/L 41.040 102 60-140
Methyl-tert-butyl ether ug/L 22.520 113 60-140
Methylene Chloride ug/L 22.620 113 60-140
n-Butylbenzene ug/L 21.220 106 60-140
n-Propylbenzene ug/L 20.220 101 60-140
Naphthalene ug/L 23.120 116 60-140
o-Xylene ug/L 21.020 105 60-140
sec-Butylbenzene ug/L 20.220 101 60-140
Styrene ug/L 22.620 113 60-140
tert-Butylbenzene ug/L 16.820 84 60-140
Tetrachloroethene ug/L 18.020 90 60-140
Toluene ug/L 19.720 99 60-140
trans-1,2-Dichloroethene ug/L 22.520 112 60-140
trans-1,3-Dichloropropene ug/L 22.520 113 60-140
Trichloroethene ug/L 19.420 97 60-140
Trichlorofluoromethane ug/L 17.220 86 60-140
Vinyl chloride ug/L 16.120 80 60-140
1,2-Dichloroethane-d4 (S)%112 70-130
4-Bromofluorobenzene (S)%102 70-130
Toluene-d8 (S)%100 70-130
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 06/12/2023 12:42 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 12 of 24
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92670271
Rusher's Tire Service
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
4043368MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92670243003
4043369
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
1,1,1,2-Tetrachloroethane ug/L 20 123 60-140118 4 3020ND24.6 23.6
1,1,1-Trichloroethane ug/L 20 139 60-140129 8 3020ND27.8 25.7
1,1,2,2-Tetrachloroethane ug/L 20 128 60-140119 7 3020ND25.5 23.8
1,1,2-Trichloroethane ug/L 20 126 60-140117 7 3020ND25.2 23.4
1,1-Dichloroethane ug/L 20 139 60-140130 6 3020ND27.7 26.0
1,1-Dichloroethene ug/L M12015460-140146 5 3020ND30.7 29.1
1,1-Dichloropropene ug/L M12014760-140141 4 3020ND29.3 28.3
1,2,3-Trichlorobenzene ug/L 20 113 60-140112 1 3020ND22.6 22.4
1,2,3-Trichloropropane ug/L 20 117 60-140111 6 3020ND23.4 22.2
1,2,4-Trichlorobenzene ug/L 20 113 60-140112 1 3020ND22.5 22.4
1,2,4-Trimethylbenzene ug/L 20 128 60-140125 2 3020ND25.6 25.0
1,2-Dibromo-3-
chloropropane ug/L 20 111 60-140109 2 3020ND22.3 21.8
1,2-Dibromoethane (EDB)ug/L 20 129 60-140121 7 3020ND25.9 24.2
1,2-Dichlorobenzene ug/L 20 120 60-140117 2 3020ND24.0 23.5
1,2-Dichloroethane ug/L 20 139 60-140128 9 3020ND27.9 25.5
1,2-Dichloropropane ug/L 20 135 60-140126 7 3020ND27.0 25.3
1,3,5-Trimethylbenzene ug/L 20 124 60-140123 1 3020ND24.9 24.6
1,3-Dichlorobenzene ug/L 20 118 60-140116 1 3020ND23.5 23.2
1,3-Dichloropropane ug/L 20 126 60-140118 6 3020ND25.1 23.6
1,4-Dichlorobenzene ug/L 20 115 60-140113 2 3020ND23.0 22.6
2,2-Dichloropropane ug/L 20 132 60-140125 6 3020ND26.5 24.9
2-Chlorotoluene ug/L 20 123 60-140122 1 3020ND24.7 24.3
4-Chlorotoluene ug/L 20 125 60-140124 0 3020ND25.0 24.9
Benzene ug/L 20 130 60-140122 6 3020ND26.0 24.3
Bromobenzene ug/L 20 117 60-140114 3 3020ND23.4 22.8
Bromochloromethane ug/L 20 125 60-140117 7 3020ND25.1 23.5
Bromodichloromethane ug/L 20 124 60-140116 7 3020ND24.8 23.2
Bromoform ug/L 20 106 60-140101 5 3020ND21.3 20.2
Bromomethane ug/L 20 81 60-14091 12 3020ND16.1 18.3
Carbon tetrachloride ug/L 20 132 60-140127 4 3020ND26.3 25.3
Chlorobenzene ug/L 20 122 60-140118 3 3020ND24.4 23.6
Chloroethane ug/L 20 134 60-140126 6 3020ND26.8 25.2
Chloroform ug/L 20 133 60-140124 7 3020ND26.6 24.8
Chloromethane ug/L 20 124 60-140118 5 3020ND24.7 23.6
cis-1,2-Dichloroethene ug/L 20 140 60-140128 9 3020ND28.1 25.7
cis-1,3-Dichloropropene ug/L 20 126 60-140117 7 3020ND25.2 23.4
Dibromochloromethane ug/L 20 125 60-140117 7 3020ND25.1 23.3
Dibromomethane ug/L 20 124 60-140118 5 3020ND24.8 23.5
Dichlorodifluoromethane ug/L IH,M12015760-140153 3 3020ND31.4 30.6
Diisopropyl ether ug/L 20 139 60-140128 8 3020ND27.8 25.6
Ethylbenzene ug/L 20 123 60-140120 2 3020ND24.5 23.9
Hexachloro-1,3-butadiene ug/L 20 111 60-140114 3 3020ND22.1 22.8
Isopropylbenzene(Cumene)ug/L 20 127 60-140122 4 3020ND25.4 24.5
m&p-Xylene ug/L 40 125 60-140121 4 3040ND50.0 48.3
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 06/12/2023 12:42 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 13 of 24
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92670271
Rusher's Tire Service
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
4043368MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92670243003
4043369
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Methyl-tert-butyl ether ug/L 20 126 60-140117 8 3020ND25.3 23.4
Methylene Chloride ug/L 20 135 60-140124 9 3020ND27.1 24.8
n-Butylbenzene ug/L 20 125 60-140128 3 3020ND24.9 25.6
n-Propylbenzene ug/L 20 122 60-140122 0 3020ND24.4 24.4
Naphthalene ug/L 20 121 60-140121 0 3020ND24.3 24.2
o-Xylene ug/L 20 122 60-140118 3 3020ND24.4 23.6
sec-Butylbenzene ug/L 20 123 60-140123 0 3020ND24.6 24.5
Styrene ug/L 20 129 60-140123 5 3020ND25.8 24.6
tert-Butylbenzene ug/L 20 101 60-14098 3 3020ND20.3 19.6
Tetrachloroethene ug/L 20 115 60-140112 2 3020ND23.0 22.4
Toluene ug/L 20 121 60-140114 5 3020ND24.1 22.8
trans-1,2-Dichloroethene ug/L M12014560-140138 5 3020ND29.1 27.7
trans-1,3-Dichloropropene ug/L 20 125 60-140117 7 3020ND25.1 23.3
Trichloroethene ug/L 20 124 60-140119 5 3020ND24.9 23.7
Trichlorofluoromethane ug/L 20 139 60-140136 2 3020ND27.8 27.2
Vinyl chloride ug/L 20 122 60-140116 5 3020ND24.3 23.2
1,2-Dichloroethane-d4 (S)%111 70-130109
4-Bromofluorobenzene (S)%103 70-130102
Toluene-d8 (S)%99 70-13098
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 06/12/2023 12:42 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 14 of 24
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92670271
Rusher's Tire Service
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
779336
SM 6200B
SM 6200B
6200B MSV
Laboratory:Pace Analytical Services - Charlotte
Associated Lab Samples:92670271001, 92670271002
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:4042630
Associated Lab Samples:92670271001, 92670271002
Matrix:Water
AnalyzedMDL
1,1,1,2-Tetrachloroethane ug/L ND 0.50 06/08/23 15:020.31
1,1,1-Trichloroethane ug/L ND 0.50 06/08/23 15:020.33
1,1,2,2-Tetrachloroethane ug/L ND 0.50 06/08/23 15:020.22
1,1,2-Trichloroethane ug/L ND 0.50 06/08/23 15:020.32
1,1-Dichloroethane ug/L ND 0.50 06/08/23 15:020.37
1,1-Dichloroethene ug/L ND 0.50 06/08/23 15:020.35
1,1-Dichloropropene ug/L ND 0.50 06/08/23 15:020.43
1,2,3-Trichlorobenzene ug/L ND 2.0 06/08/23 15:020.81
1,2,3-Trichloropropane ug/L ND 0.50 06/08/23 15:020.26
1,2,4-Trichlorobenzene ug/L ND 2.0 06/08/23 15:020.64
1,2,4-Trimethylbenzene ug/L ND 0.50 06/08/23 15:020.50
1,2-Dibromo-3-chloropropane ug/L ND 1.0 06/08/23 15:020.34
1,2-Dibromoethane (EDB)ug/L ND 0.50 06/08/23 15:020.27
1,2-Dichlorobenzene ug/L ND 0.50 06/08/23 15:020.34
1,2-Dichloroethane ug/L ND 0.50 06/08/23 15:020.32
1,2-Dichloropropane ug/L ND 0.50 06/08/23 15:020.36
1,3,5-Trimethylbenzene ug/L ND 0.50 06/08/23 15:020.33
1,3-Dichlorobenzene ug/L ND 0.50 06/08/23 15:020.34
1,3-Dichloropropane ug/L ND 0.50 06/08/23 15:020.28
1,4-Dichlorobenzene ug/L ND 0.50 06/08/23 15:020.33
2,2-Dichloropropane ug/L ND 0.50 06/08/23 15:020.39
2-Chlorotoluene ug/L ND 0.50 06/08/23 15:020.32
4-Chlorotoluene ug/L ND 0.50 06/08/23 15:020.32
Benzene ug/L ND 0.50 06/08/23 15:020.34
Bromobenzene ug/L ND 0.50 06/08/23 15:020.29
Bromochloromethane ug/L ND 0.50 06/08/23 15:020.47
Bromodichloromethane ug/L ND 0.50 06/08/23 15:020.31
Bromoform ug/L ND 0.50 06/08/23 15:020.34
Bromomethane ug/L ND 5.0 06/08/23 15:021.7
Carbon tetrachloride ug/L ND 0.50 06/08/23 15:020.33
Chlorobenzene ug/L ND 0.50 06/08/23 15:020.28
Chloroethane ug/L ND 1.0 06/08/23 15:020.65
Chloroform ug/L ND 0.50 06/08/23 15:020.43
Chloromethane ug/L ND 1.0 06/08/23 15:020.54
cis-1,2-Dichloroethene ug/L ND 0.50 06/08/23 15:020.38
cis-1,3-Dichloropropene ug/L ND 0.50 06/08/23 15:020.36
Dibromochloromethane ug/L ND 0.50 06/08/23 15:020.36
Dibromomethane ug/L ND 0.50 06/08/23 15:020.39
Dichlorodifluoromethane ug/L ND 0.50 IH06/08/23 15:020.35
Diisopropyl ether ug/L ND 0.50 06/08/23 15:020.31
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 06/12/2023 12:42 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 15 of 24
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92670271
Rusher's Tire Service
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:4042630
Associated Lab Samples:92670271001, 92670271002
Matrix:Water
AnalyzedMDL
Ethylbenzene ug/L ND 0.50 06/08/23 15:020.30
Hexachloro-1,3-butadiene ug/L ND 2.0 06/08/23 15:021.5
Isopropylbenzene (Cumene)ug/L ND 0.50 06/08/23 15:020.33
m&p-Xylene ug/L ND 1.0 06/08/23 15:020.71
Methyl-tert-butyl ether ug/L ND 0.50 06/08/23 15:020.42
Methylene Chloride ug/L ND 2.0 06/08/23 15:022.0
n-Butylbenzene ug/L ND 0.50 06/08/23 15:020.49
n-Propylbenzene ug/L ND 0.50 06/08/23 15:020.34
Naphthalene ug/L ND 2.0 06/08/23 15:020.64
o-Xylene ug/L ND 0.50 06/08/23 15:020.34
sec-Butylbenzene ug/L ND 0.50 06/08/23 15:020.40
Styrene ug/L ND 0.50 06/08/23 15:020.29
tert-Butylbenzene ug/L ND 0.50 06/08/23 15:020.32
Tetrachloroethene ug/L ND 0.50 06/08/23 15:020.29
Toluene ug/L ND 0.50 06/08/23 15:020.24
trans-1,2-Dichloroethene ug/L ND 0.50 06/08/23 15:020.40
trans-1,3-Dichloropropene ug/L ND 0.50 06/08/23 15:020.36
Trichloroethene ug/L ND 0.50 06/08/23 15:020.38
Trichlorofluoromethane ug/L ND 1.0 06/08/23 15:020.30
Vinyl chloride ug/L ND 1.0 06/08/23 15:020.39
1,2-Dichloroethane-d4 (S)%109 70-130 06/08/23 15:02
4-Bromofluorobenzene (S)%99 70-130 06/08/23 15:02
Toluene-d8 (S)%99 70-130 06/08/23 15:02
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
4042631LABORATORY CONTROL SAMPLE:
LCSSpike
1,1,1,2-Tetrachloroethane ug/L 17.020 85 60-140
1,1,1-Trichloroethane ug/L 17.720 89 60-140
1,1,2,2-Tetrachloroethane ug/L 17.620 88 60-140
1,1,2-Trichloroethane ug/L 17.820 89 60-140
1,1-Dichloroethane ug/L 18.120 90 60-140
1,1-Dichloroethene ug/L 19.220 96 60-140
1,1-Dichloropropene ug/L 19.220 96 60-140
1,2,3-Trichlorobenzene ug/L 19.320 97 60-140
1,2,3-Trichloropropane ug/L 17.720 88 60-140
1,2,4-Trichlorobenzene ug/L 18.920 94 60-140
1,2,4-Trimethylbenzene ug/L 18.820 94 60-140
1,2-Dibromo-3-chloropropane ug/L 17.020 85 60-140
1,2-Dibromoethane (EDB)ug/L 18.620 93 60-140
1,2-Dichlorobenzene ug/L 18.120 91 60-140
1,2-Dichloroethane ug/L 18.720 93 60-140
1,2-Dichloropropane ug/L 18.020 90 60-140
1,3,5-Trimethylbenzene ug/L 18.720 93 60-140
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 06/12/2023 12:42 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 16 of 24
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92670271
Rusher's Tire Service
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
4042631LABORATORY CONTROL SAMPLE:
LCSSpike
1,3-Dichlorobenzene ug/L 17.820 89 60-140
1,3-Dichloropropane ug/L 17.720 88 60-140
1,4-Dichlorobenzene ug/L 17.720 88 60-140
2,2-Dichloropropane ug/L 18.220 91 60-140
2-Chlorotoluene ug/L 17.620 88 60-140
4-Chlorotoluene ug/L 18.420 92 60-140
Benzene ug/L 17.320 87 60-140
Bromobenzene ug/L 17.220 86 60-140
Bromochloromethane ug/L 17.620 88 60-140
Bromodichloromethane ug/L 16.920 84 60-140
Bromoform ug/L 15.020 75 60-140
Bromomethane ug/L 12.420 62 60-140
Carbon tetrachloride ug/L 17.020 85 60-140
Chlorobenzene ug/L 17.220 86 60-140
Chloroethane ug/L 17.520 88 60-140
Chloroform ug/L 17.220 86 60-140
Chloromethane ug/L 17.120 86 60-140
cis-1,2-Dichloroethene ug/L 18.520 92 60-140
cis-1,3-Dichloropropene ug/L 17.820 89 60-140
Dibromochloromethane ug/L 16.720 84 60-140
Dibromomethane ug/L 18.020 90 60-140
Dichlorodifluoromethane ug/L 23.3 IH2011760-140
Diisopropyl ether ug/L 18.320 91 60-140
Ethylbenzene ug/L 16.920 84 60-140
Hexachloro-1,3-butadiene ug/L 18.420 92 60-140
Isopropylbenzene (Cumene)ug/L 17.820 89 60-140
m&p-Xylene ug/L 34.840 87 60-140
Methyl-tert-butyl ether ug/L 17.920 89 60-140
Methylene Chloride ug/L 17.420 87 60-140
n-Butylbenzene ug/L 19.520 98 60-140
n-Propylbenzene ug/L 17.720 89 60-140
Naphthalene ug/L 20.820 104 60-140
o-Xylene ug/L 17.720 88 60-140
sec-Butylbenzene ug/L 18.420 92 60-140
Styrene ug/L 18.520 92 60-140
tert-Butylbenzene ug/L 14.820 74 60-140
Tetrachloroethene ug/L 16.020 80 60-140
Toluene ug/L 16.420 82 60-140
trans-1,2-Dichloroethene ug/L 19.020 95 60-140
trans-1,3-Dichloropropene ug/L 17.420 87 60-140
Trichloroethene ug/L 17.420 87 60-140
Trichlorofluoromethane ug/L 17.820 89 60-140
Vinyl chloride ug/L 16.020 80 60-140
1,2-Dichloroethane-d4 (S)%105 70-130
4-Bromofluorobenzene (S)%100 70-130
Toluene-d8 (S)%99 70-130
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 06/12/2023 12:42 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 17 of 24
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92670271
Rusher's Tire Service
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
4042632MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92670482001
4042633
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
1,1,1,2-Tetrachloroethane ug/L 20 131 60-140131 0 3020ND26.2 26.2
1,1,1-Trichloroethane ug/L M12014760-140145 1 3020ND29.4 28.9
1,1,2,2-Tetrachloroethane ug/L 20 133 60-140135 1 3020ND26.6 26.9
1,1,2-Trichloroethane ug/L 20 132 60-140131 0 3020ND26.3 26.2
1,1-Dichloroethane ug/L M12014860-140146 1 3020ND29.6 29.2
1,1-Dichloroethene ug/L M12016460-140160 2 3020ND32.8 32.0
1,1-Dichloropropene ug/L M12015760-140156 1 3020ND31.4 31.3
1,2,3-Trichlorobenzene ug/L 20 118 60-140123 4 3020ND23.5 24.5
1,2,3-Trichloropropane ug/L 20 131 60-140128 2 3020ND26.2 25.6
1,2,4-Trichlorobenzene ug/L 20 117 60-140121 4 3020ND23.3 24.2
1,2,4-Trimethylbenzene ug/L 20 136 60-140139 2 3020ND27.1 27.8
1,2-Dibromo-3-
chloropropane ug/L 20 118 60-140123 4 3020ND23.7 24.6
1,2-Dibromoethane (EDB)ug/L 20 137 60-140138 1 3020ND27.3 27.7
1,2-Dichlorobenzene ug/L 20 126 60-140132 4 3020ND25.2 26.3
1,2-Dichloroethane ug/L M12014760-140145 1 3020ND29.4 28.9
1,2-Dichloropropane ug/L M12014460-140142 1 3020ND28.8 28.4
1,3,5-Trimethylbenzene ug/L 20 133 60-140136 3 3020ND26.5 27.2
1,3-Dichlorobenzene ug/L 20 127 60-140128 1 3020ND25.3 25.5
1,3-Dichloropropane ug/L 20 135 60-140134 0 3020ND26.9 26.8
1,4-Dichlorobenzene ug/L 20 122 60-140124 2 3020ND24.3 24.9
2,2-Dichloropropane ug/L 20 136 60-140134 1 3020ND27.2 26.9
2-Chlorotoluene ug/L 20 131 60-140134 2 3020ND26.3 26.9
4-Chlorotoluene ug/L 20 133 60-140136 2 3020ND26.7 27.1
Benzene ug/L 20 137 60-140137 0 3020ND27.3 27.3
Bromobenzene ug/L 20 124 60-140126 2 3020ND24.9 25.3
Bromochloromethane ug/L 20 133 60-140133 0 3020ND26.6 26.6
Bromodichloromethane ug/L 20 132 60-140130 2 3020ND26.4 26.0
Bromoform ug/L 20 112 60-140111 1 3020ND22.3 22.1
Bromomethane ug/L 20 117 60-140119 1 3020ND23.5 23.8
Carbon tetrachloride ug/L 20 138 60-140139 1 3020ND27.6 27.7
Chlorobenzene ug/L 20 128 60-140130 1 3020ND25.7 26.0
Chloroethane ug/L M12014560-140146 0 3020ND29.1 29.1
Chloroform ug/L 20 140 60-140137 2 3020ND28.0 27.4
Chloromethane ug/L 20 131 60-140138 5 3020ND26.2 27.6
cis-1,2-Dichloroethene ug/L M12014960-140148 1 3020ND29.8 29.5
cis-1,3-Dichloropropene ug/L 20 131 60-140129 2 3020ND26.2 25.8
Dibromochloromethane ug/L 20 132 60-140131 0 3020ND26.3 26.2
Dibromomethane ug/L 20 131 60-140130 1 3020ND26.1 25.9
Dichlorodifluoromethane ug/L IH,M12019660-140194 1 3020ND39.2 38.9
Diisopropyl ether ug/L M12014860-140146 1 3020ND29.5 29.2
Ethylbenzene ug/L 20 132 60-140132 0 3020ND26.5 26.5
Hexachloro-1,3-butadiene ug/L 20 122 60-140120 2 3020ND24.5 24.0
Isopropylbenzene(Cumene)ug/L 20 136 60-140136 1 3020ND27.1 27.3
m&p-Xylene ug/L 40 134 60-140133 1 3040ND53.6 53.1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 06/12/2023 12:42 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 18 of 24
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92670271
Rusher's Tire Service
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
4042632MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92670482001
4042633
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Methyl-tert-butyl ether ug/L 20 136 60-140134 1 3020ND27.3 26.9
Methylene Chloride ug/L 20 140 60-140140 1 3020ND28.1 27.9
n-Butylbenzene ug/L 20 138 60-140137 1 3020ND27.6 27.4
n-Propylbenzene ug/L 20 131 60-140133 2 3020ND26.2 26.7
Naphthalene ug/L 20 128 60-140139 9 3020ND25.5 27.8
o-Xylene ug/L 20 130 60-140133 2 3020ND26.1 26.6
sec-Butylbenzene ug/L 20 134 60-140136 2 3020ND26.7 27.1
Styrene ug/L 20 139 60-140138 1 3020ND27.8 27.6
tert-Butylbenzene ug/L 20 108 60-140111 2 3020ND21.7 22.2
Tetrachloroethene ug/L 20 123 60-140122 1 3020ND24.6 24.4
Toluene ug/L 20 128 60-140128 0 3020ND25.7 25.6
trans-1,2-Dichloroethene ug/L M12015460-140152 1 3020ND30.8 30.5
trans-1,3-Dichloropropene ug/L 20 132 60-140130 2 3020ND26.5 26.0
Trichloroethene ug/L 20 130 60-140131 0 3020ND26.0 26.2
Trichlorofluoromethane ug/L M12015260-140150 1 3020ND30.4 29.9
Vinyl chloride ug/L 20 132 60-140134 1 3020ND26.5 26.7
1,2-Dichloroethane-d4 (S)%113 70-130111
4-Bromofluorobenzene (S)%102 70-130102
Toluene-d8 (S)%99 70-13098
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 06/12/2023 12:42 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 19 of 24
#=QL#
QUALIFIERS
Pace Project No.:
Project:
92670271
Rusher's Tire Service
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
TNTC - Too Numerous To Count
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL - Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and
bias for a specific analyte in a specific matrix.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean-Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as
"Total" may vary slightly from the sum of the reported component parameters.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI - The NELAC Institute.
ANALYTE QUALIFIERS
This analyte exceeded secondary source verification criteria high for the initial calibration. The reported results should be
considered an estimated value.IH
Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.M1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 06/12/2023 12:42 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 20 of 24
#=CR#
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Pace Project No.:
Project:
92670271
Rusher's Tire Service
Lab ID Sample ID QC Batch Method QC Batch Analytical Method
Analytical
Batch
92670271001 779336MW-9 SM 6200B
92670271002 779336MW-8 SM 6200B
92670271003 778844Field Duplicate SM 6200B
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 06/12/2023 12:42 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 21 of 24
Page 22 of 24
Page 23 of 24
Page 24 of 24

ESP Corporate Office
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Mailing Address: P.O. Box 7030 Charlotte, NC 28241
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Vickrey & Associates, LLC - An ESP Company

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