AS-2895_28151_CA_MRP_20231110

SUBSEQUENT MONITORING
REPORT
DELLINGER'S STORE (INCIDENT NO. 28151)
5715 FALLSTON ROAD / NC HIGHWAY 18
LAWNDALE, CLEVELAND COUNTY, NORTH CAROLINA
ESP Project No. 23-00200-035

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

November 10,2023

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
November 10, 2023

Mr. Mark Petermann
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
Dellinger’s Store (Incident #28151)
5715 Fallston Road/NC Highway 18
Lawndale, Cleveland County, North Carolina
ESP Project No. 23-00200-035

Dear Mr. Petermann:

ESP Associates, Inc. (ESP) is pleased to present this Subsequent Monitoring Report documenting
activities performed at the subject site, Dellinger’s Store, in accordance with North Carolina
Department of Environmental Quality (NCDEQ), Task Authorization No. 1 approved on August 21,
2023. The subject site is located at 5715 Fallston Road/NC Highway 18 in Lawndale, 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 Christopher 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 ........................................................................................................... 5
3.1 WATER SUPPLY WELL ABANDONMENT ................................................................ 5
3.2 WATER LEVEL GAUGING ........................................................................................ 5
3.3 FREE PRODUCT EVALUATION ................................................................................ 5
3.4 MONITORING WELL SAMPLING ............................................................................. 5
3.5 REMEDIAL EFFORTS ................................................................................................ 6
3.6 FIELD QUALITY CONTROL SAMPLING AND ANALYSIS ....................................... 6

4.0 ANALYTICAL RESULTS .................................................................................................. 7
4.1 ANALYTICAL RESULTS OF GROUNDWATER SAMPLES ....................................... 7

5.0 CONCLUSIONS AND RECOMMENDATIONS ................................................................. 8

6.0 REFERENCES ................................................................................................................... 9

FIGURES
Figure 1 USGS Topographic Site Location Map
Figure 2 Site Map
Figure 3 Groundwater Elevation Map
Figure 4 Groundwater Results Map
Figure 5 Water Supply Well Radius Map

TABLES
Table 1 Water Supply Well Information
Table 2 Monitoring Well Construction and Groundwater Elevation Data
Table 3 Summary of Groundwater Analytical Results

APPENDICES
Appendix A Previous Groundwater Elevations and Analytical Results
Appendix B Field Documentation and Site Photographs
Appendix C Laboratory Reports
Subsequent Monitoring Report ESP Project No. 23-00200-035
Dellinger’s Store (Incident #28151) November 10, 2023

i
SITE INFORMATION

Date of Report: November 10, 2023
NCDEQ Incident No: 28151
NCDEQ UST No.: AS-2895
Site Name: Dellinger’s Store
Site Location: 5715 Fallston Road/NC Highway 18
Lawndale, North Carolina 28001

Latitude: N 35.474142
Longitude: W 80.510449

UST Owner/ Operator: Petroleum World, Inc.
681 NC 120 Highway
Mooresboro, North Carolina 28114

Current Property
Owner: White Wholesale Tires
251 9th Street Lane SE
Hickory, North Carolina 28601

Current Property
Occupant: White Tire Center
5715 Fallston Road
Lawndale, North Carolina 28090
[phone] / [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: May 2, 2003
Estimate Quantity: Unknown
Cause of Release: Unknown
Currently Active Tanks: None
Subsequent Monitoring Report ESP Project No. 23-00200-035
Dellinger’s Store (Incident #28151) November 10, 2023

ii
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.’s certification numbers are Geology: C-556 / Engineering: F-1407
Subsequent Monitoring Report ESP Project No. 23-00200-035
Dellinger’s Store (Incident #28151) November 12, 2023

iii

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 Dellinger’s Store site (Incident No. 28151). The site is an
approximate 2.94-acre commercial site (Tax Parcel No. 37222) located at 5715 Fallston Road/NC
Highway 18 in Lawndale, Cleveland County, North Carolina. This report was completed to
summarize the findings of assessment activities performed on September 20, in accordance with
North Carolina Department of Environmental Quality (NCDEQ) Task Authorization No. 1 approved
on August 21, 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).

On September 20, 2023, ESP performed the following field activities:

· Attempted to obtain written consent to abandon water supply well WSW-1. Although
contact was successfully made with the well owner, permission was not granted to abandon
WSW-1;
· Gauged static water levels in monitoring wells MW-1 through MW-8 and DMW-1;
· Collected groundwater samples from monitoring wells MW-1 through MW-8 and DMW-
1, plus a field duplicate of MW-8; and
· Installed an Oxygen Release Compound (ORC) sleeve in monitoring well MW-7.

Collected water samples were analyzed for volatile organic compounds (VOCs), and lead for selected
samples, 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 and assessment activities, ESP concludes the following:
· Five WSWs were identified within 1,000 ft of the source area with on-site water supply well
WSW-1 being located crossgradient of the source area. The closest downgradient water
supply well reportedly used for as a potable water source is WSW-4, located approximately
490 feet to the south-southeast;
Subsequent Monitoring Report ESP Project No. 23-00200-035
Dellinger’s Store (Incident #28151) November 12, 2023

iv

• The site is connected to municipal water while municipal water is also available to the general
site vicinity; however, not all properties are currently connected;
• Static water levels ranged from 7.80 to 12.00 ft bTOC;
• The general direction of shallow groundwater flow beneath the site is toward the south;
• Free product was not present;
• No VOCs in groundwater exceeded their respective GCLs or 2L standards;
• Comparison of the September 20, 2023, groundwater analytical results to more recent
groundwater sampling events, reveals that benzene has continued to decrease in MW-7
while concentrations of other analytes in MW-7 and all analytes in the remaining site
monitoring wells have remained below 2L standards.

Based on the above results, ESP offers the following recommendations:
• Continue monitoring the groundwater quality on-site by conducting semi-annual
groundwater sampling events for on-site monitoring wells; and
• Consider closing site with a no further action notice as all constituent concentrations are
below 2L standards.

Subsequent Monitoring Report ESP Project No. 23-00200-035
Dellinger’s Store (Incident #28151) November 12, 2023

1

1.0 INTRODUCTION

1.1 Site Setting

The Dellinger’s Store site is an approximate 2.94-acre commercial parcel (Tax Parcel No. 37222)
located at 5715 Fallston Road/NC Highway 18 in Lawndale, Cleveland County, North Carolina (see
Figures 1 and 2). The site includes a commercial building, currently occupied by the White Tire
Center. There is also a fenced portion of land extending from the western wall of the commercial
building, and the eastern portion of the site is paved with asphalt for parking. The site is bound to the
north by a residential property, to the west and south by undeveloped wooded land, and to the east by
Fallston Road/NC Highway 18 and beyond by Cleveland Golf Carts.

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 Piedmont 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 gneiss and schist. 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 anthropomorphic, 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 Cleveland County depicts soils on the site as Cecil sandy clay loam, 2 to 8 percent slopes,
moderately eroded (CaB2) and Pacolet sandy clay loam, 8 to 15 percent slopes, moderately eroded
(PaC2).

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 an
approximate 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 is generally dependent on soil type, the presence of
relict structures, and the textures of surrounding earth materials. 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
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
Subsequent Monitoring Report ESP Project No. 23-00200-035
Dellinger’s Store (Incident #28151) November 12, 2023

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occur in the late summer and fall. Based on historical data and water level measurements obtained
on September 20, 2023, shallow groundwater at the site is expected to flow generally to the south.

1.3 Surface Water

An unnamed tributary of Maple Creek is located approximately 730 feet west of the source area.
There are no other surface water features within 1,000 feet of the site (Figure 1 and Figure 5).

1.4 Water Supply Wells

A total of five WSWs were identified within 1,000 ft of the source area as documented in Table 1
and depicted in Figure 5. Based on the estimated groundwater flow direction to the south (see
Figure 3), WSW-1, located on-Site, is crossgradient of the source area. The closest downgradient
water supply well reportedly used for as a potable water source is WSW-4, located approximately
490 feet to the south-southeast. The site is connected to municipal water while municipal water is
also available to the general site vicinity; however, not all properties are currently connected.

Subsequent Monitoring Report ESP Project No. 23-00200-035
Dellinger’s Store (Incident #28151) November 12, 2023

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2.0 SITE HISTORY

The following description of historical site activities was obtained from a report titled “Subsequent
Monitoring Report, Dellinger’s Store (Incident #28151)” dated January 29, 2023, by Terracon,
Inc. (Terracon).

• According to a Comprehensive Site Assessment (CSA) completed by Shield in July 2008,
an earlier release was detected near the UST basin in July 2001. As a result of the
2001release, monitoring well MW-1 was installed adjacent to the UST basin.
• In May 2003, a 24-hour Release and UST Leak Reporting Form was submitted to the
NCDEQ - Asheville Regional Office by Shield on behalf of Petroleum World, Inc.
According to the release form, water was detected in one of the 8,000-gallon gasoline USTs
during an inventory check indicating a leak. In September 2003, Shield removed the 6,000-
gallon diesel UST, two 8,000-gallon gasoline USTs, the fuel dispensers, and product piping
at the site. Shield also removed approximately 362 tons of petroleum impacted soil during
the tank closure activities. Confirmation soil samples collected in the vicinity of the former
tank basin, piping and fuel dispensers indicated constituent concentrations were not detected
or were below the Soil-to-Water Maximum Soil Contaminant Concentrations (MSCCs).
• In December 2003, Shield installed MW-2 adjacent and down-gradient of the former UST
basin. The analytical results from MW-2 indicated benzene exceeded its 2L standard. Shield
also collected three additional soil samples along the perimeter of the former tank basin.
Analytical results from the soil samples indicated petroleum constituents were not detected
or were below the Soil-to-Water MSCCs).
• Based on July 2007 sampling results by Shield for on-site wells MW-1, MW-2, and WSW-
1, five additional monitoring wells were installed on the site (DMW-1 and MW-3 through
MW-6). Analytical results of the groundwater samples collected from the newly installed on-
site wells in October 2007 indicated constituents of concern were detected above their
respective 2L standards in well MW-4.
• In February 2008, Shield installed wells MW-7 and MW-8 on the site to further delineate the
petroleum impacted groundwater. Groundwater analytical data indicated contaminant
concentrations were above their respective 2L standards in well MW-7. No Additional
assessment activities were completed at the site until Terracon performed a sampling event
in 2017. At that time, constituent concentrations had decreased in the entire well network,
with the exception of MW-8.
• On February 22, 2018, Terracon mobilized to conduct groundwater sampling activities at
MW-1 through MW-8 and DMW-1, as well as water supply well WSW-1. Benzene (112
µg/L), naphthalene (96.1 µg/L), and 1,1,2,2-tetracloroethane (0.35 µg/L) were detected in
well MW-2 at concentrations that exceed their respective 2L groundwater standards.
Benzene (14.2 µg/L) was also detected in well MW-7 above its 2L groundwater standard.
Various other constituents were detected in MW-2, MW-4, and MW-7 at concentrations
below their 2L standards. MTBE was also detected in water supply well WSW-1 (1.5 µg/L)
below the 2L standard. No petroleum constituents were identified in MW-1, MW-3, MW-5,
MW-6, MW-8, and DMW-1 above the laboratory Method Detection Limits (MDLs).
Subsequent Monitoring Report ESP Project No. 23-00200-035
Dellinger’s Store (Incident #28151) November 12, 2023

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• On August 16, 2018, Terracon re-mobilized to conduct groundwater sampling activities at
MW1 through MW-8 and DMW-1, and on-site water supply well WSW-1. Benzene was
detected in MW-2 (40.3 µg/L) and MW-7 (30.7 µg/L) at concentrations above its 2L
standard. Naphthalene was also detected in MW-2 (7.1 µg/L) at a concentration that exceeds
its 2L standard. Various other petroleum constituents were detected in MW-2, MW-4, and
MW-7 at concentrations below their respective 2L standards. MTBE (1.7 µg/L) was also
detected in water supply well WSW-1 at a concentration below the 2L standard. No
constituents were identified in MW-1, MW-3, MW-5, MW-6, MW-8, and DMW-1 above
MDLs.

• One February 7, 2019, Terracon mobilized to the site to conduct groundwater sampling
activities at monitoring wells MW-1 through MW-8 and DMW-1, and on-site water supply
well WSW-1. Benzene was detected in wells MW-2 and MW-7 and naphthalene was
detected in well MW-2 at concentrations above their 2L standards. Various other petroleum
constituents were detected in wells MW-1, MW-2, MW-4, and MW-7 at concentrations
below their 2L standards. MTBE (1.7 µg/L) was detected in water supply well WSW-1 at a
concentration below the 2L standard. No petroleum constituents were identified in MW-3,
MW-5, MW-6, MW-8, and DMW-1 above the MDLs.

• In September 2019, Terracon mobilized to conduct groundwater sampling activities at
monitoring wells MW-1 through MW-8 and DMW-1, and on-site water supply well WSW-
1. Benzene was detected in MW-2 and MW-7 above its 2L standard. Various other petroleum
constituents were detected in wells MW-2, MW-4, and MW-7 at concentrations below their
2L standards. No petroleum constituents were identified in MW-1, MW-3, MW-5, MW-6,
MW-8, and DMW-1 above MDLs. According to the analytical report, MTBE was detected
in water supply well WSW-1 at a concentration of 1.7 µg/L, which is below its 2L standard.

• In March 2020, Terracon mobilized to conduct groundwater sampling activities at
monitoring wells MW-1 through MW-8 and DMW-1, and on-site water supply well WSW-
1. Benzene in MW-7 was the only constituent detected above 2L standards. Various other
constituents were also detected in several other monitoring wells across the network below
their 2L standards. In WSW-1, MTBE (2.1 µg/L) was detected below its 2L standard. No
constituents were identified in MW-1, MW-3, MW-5, MW-6, MW-8, and DMW-1 above
MDLs.

• On January 12, 2021, Terracon mobilized to conduct groundwater sampling activities at
MW-1 through MW-8 and DMW-1, and on-site water supply well WSW-1. Benzene (2.6
µg/L) in MW-7 was the only constituent detected above 2L standards. Benzene, naphthalene,
and MTBE were detected in MW-2, MW-4, and MW-7 at concentrations below 2L
standards. No petroleum constituents were identified in monitoring wells MW-1, MW-3,
MW-5, MW-6, MW-8, or DMW-1 above MDLs.

Historical soil analytical results and groundwater elevations/analytical results are provided in
Appendix A.

Subsequent Monitoring Report ESP Project No. 23-00200-035
Dellinger’s Store (Incident #28151) November 12, 2023

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3.0 FIELD ACTIVITIES

On September 20, 2023, ESP performed the following field activities:

• Attempted to obtain written consent to abandon water supply well WSW-1. Although
contact was successfully made with the well owner, permission was not granted to abandon
WSW-1;
• Gauged static water levels in monitoring wells MW-1 through MW-8 and DMW-1;
• Collected groundwater samples from monitoring wells MW-1 through MW-8 and DMW-
1, plus a field duplicate of MW-8; and
• Installed an Oxygen Release Compound (ORC) sleeve in monitoring well MW-7.

Sample locations are depicted on Figure 2. Field logbook entries along with water level survey,
groundwater sampling, and field instrument calibration forms were completed in the field to
document site activities (see Appendix B). Photographs are also provided in Appendix B. Details
of field activities are provided below.

3.1 Water Supply Well Abandonment

On September 20, 2023, ESP mobilized to attempt in-person contact of the site owner. The purpose
of contact was to obtain a signature granting permission to formally abandon water supply well
WSW-1, as the property now has access to municipal water supply. The owner declined signing
the form, stating he wanted to keep the water supply well active in case it is needed in the future.

3.2 Water Level Gauging

On September 20, 2023, prior to purging or collecting groundwater samples, depth to groundwater
from the TOC within each of the on-site monitoring wells was measured using a decontaminated
electronic water level meter and recorded on a water level survey form (see Appendix B). 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 in Table 2, static water level depths measured most recently, on September 20, 2023,
ranged from 7.80 ft to 12.00 ft below top of casing (ft bTOC). Figure 3 depicts the groundwater
elevations based on an assumed benchmark of 100.00 ft given to the DMW-1 TOC. As depicted
in Figure 3, shallow groundwater flow beneath the site is generally toward the south.

3.3 Free Product Evaluation

During the September 20, 2023, sampling event, free product was not detected in any of the gauged
monitoring wells.

Subsequent Monitoring Report ESP Project No. 23-00200-035
Dellinger’s Store (Incident #28151) November 12, 2023

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3.4 Monitoring Well Sampling

On September 20, 2023, groundwater samples were collected from monitoring wells MW-1
through MW-8, and DMW-1.

Groundwater samples were collected using dedicated and disposable 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. 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).

Groundwater samples were collected following Guidelines for Sampling by the Underground
Storage Tank Section, Division of Waste Management, NCDEQ (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 COC procedures to Pace, a
North Carolina-certified laboratory, located in Huntersville, North Carolina, for analysis. The
groundwater samples were analyzed for VOCs by Standard Method 6200B including MTBE,
EDB, and isopropyl ether (IPE).

3.5 Remedial Efforts

On September 20, 2023, an existing ORC sleeve was removed from MW-7 and replaced with a
new Provectus ISCR sleeve in an attempt to continue lowering constituent concentrations in the
monitoring well.

3.6 Field Quality Control Sampling and Analysis

A field duplicate groundwater sample was collected on September 20, 2023, from monitoring well
MW-8 and analyzed for VOCs by EPA Method 6200B including MTBE, EDB, and IPE to assess
variance between collected samples.

Subsequent Monitoring Report ESP Project No. 23-00200-035
Dellinger’s Store (Incident #28151) November 12, 2023

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4.0 ANALYTICAL RESULTS

4.1 Analytical Results of Groundwater Samples

Results of the laboratory analysis of groundwater samples MW-1 through MW-8 and DMW-1
from the September 20, 2023, sampling event are tabulated in Table 3. As noted in Table 3, the
groundwater analytical results are compared to both 2L standards and GCLs. The Pace laboratory
analytical report is provided in Appendix C.

No analytes were detected at concentrations exceeding their respective GCLs or 2L standards
during the sampling event (see Table 3 and Figure 4). A summary of the analytical results is as
follows:
• MW-4 - MTBE (0.27J µg/L) was detected below its 2L standard; and
• No other constituents were detected above laboratory MDLs across the entire well network.

The groundwater sampling results for each well showing VOCs exceeding their 2L Standards are
depicted in Figure 4.

Comparison of the September 20, 2023, groundwater analytical results to more recent groundwater
sampling events, reveals that benzene has continued to decrease in MW-7 while concentrations of
other analytes in MW-7 and all analytes in the remaining site monitoring wells have remained
below 2L standards.

Subsequent Monitoring Report ESP Project No. 23-00200-035
Dellinger’s Store (Incident #28151) November 12, 2023

8

5.0 CONCLUSIONS AND RECOMMENDATIONS

Based on results of the above sampling and assessment activities, ESP concludes the following:
• Five WSWs were identified within 1,000 ft of the source area with on-site water supply well
WSW-1 being located crossgradient of the source area. The closest downgradient water
supply well reportedly used for as a potable water source is WSW-4, located approximately
490 feet to the south-southeast;
• The site is connected to municipal water while municipal water is also available to the general
site vicinity; however, not all properties are currently connected;
• Static water levels ranged from 7.80 to 12.00 ft bTOC;
• The general direction of shallow groundwater flow beneath the site is toward the south;
• Free product was not present;
• No VOCs in groundwater exceeded their respective GCLs or 2L standards;
• Comparison of the September 20, 2023, groundwater analytical results to more recent
groundwater sampling events, reveals that benzene has continued to decrease in MW-7
while concentrations of other analytes in MW-7 and all analytes in the remaining site
monitoring wells have remained below 2L standards.

Based on the above results, ESP offers the following recommendations:
• Continue monitoring the groundwater quality on-site by conducting semi-annual
groundwater sampling events for on-site monitoring wells; and
• Consider closing site with a no further action notice as all constituent concentrations are
below 2L standards.

Subsequent Monitoring Report ESP Project No. 23-00200-035
Dellinger’s Store (Incident #28151) November 12, 2023

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6.0 REFERENCES

Cleveland County, North Carolina GIS website, https://www.webgis.net/nc/cleveland/

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, Inc., January 29, 2021, Subsequent Monitoring Report for Dellinger’s Property (Incident
#28151), 5715 Fallston Road/NC Highway 18, Lawndale, Cleveland 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
23-00200-035
ET
CWDATE09/21/2023
FIGURE 1USGS TOPOGRAPHIC SITE LOCATION MAPµAs Shown
LAWNDALE, NORTH CAROLINA
SITE BOUNDARY
All locations are approximate.
DELLINGER'S STORE
LEGEND:
<
<
<
<
<
<
<
ED
<
<NC HI
GHWA
Y
1
8
MW-3
WSW-1
MW-8
MW-7 MW-6
MW-5
MW-1MW-4
DW-1
MW-2
WHITE TIRE CENTER
TWO FORMER 8,000-GAL GASOLINE USTs AND ONE6,000-GAL DIESEL UST
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
23-00200-035
ET
CWDATE09/21/2023
FIGURE 2SITE MAPµAs Shown
LAWNDALE, NORTH CAROLINA
SITE BOUNDARYMONITOING WELLWATER SUPPLY WELLFORMER CANOPY/DISPENSER ISLANDAST
All locations are approximate.
DELLINGER'S STORE
ED
LEGEND:
&<
<
<
<
<
<
<
<
ED
<
<
N
C HI
GH
WA
Y

1
8
MW-3
WSW-1
MW-8
MW-7 MW-6
MW-5
MW-1MW-4
DW-1
MW-2
WHITETIRE CENTER
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
23-00200-035
ET
CWDATE09/21/2023
FIGURE 3GROUNDWATER ELEVATION MAPSEPTEMBER 20, 2023µAs Shown
LAWNDALE, NORTH CAROLINA
SITE BOUNDARYMONITOING WELLWATER SUPPLY WELLFORMER CANOPY/DISPENSER ISLANDASTGROUNDWATER ELEVATION CONTOURGROUNDWATER FLOW DIRECTION
All locations are approximate.
DELLINGER'S STORE
ED
LEGEND:
&<
<
<
<
<
<
<
<
ED
<
<
N
C HI
GH
WA
Y

1
8
MW-3
WSW-1
MW-8
MW-7 MW-6
MW-5
MW-1MW-4
DW-1
MW-2
WHITETIRE CENTER
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
23-00200-035
ET
CWDATE09/21/2023
FIGURE 4GROUNDWATER RESULTS MAPSEPTEMBER 20, 2023µAs Shown
LAWNDALE, NORTH CAROLINA
SITE BOUNDARYMONITOING WELLWATER SUPPLY WELLFORMER CANOPY/DISPENSER ISLANDFORMER UST BASINAST
All locations are approximate.
DELLINGER'S STORE
ED
LEGEND:
&<
ED NC HI
GHWA
Y

1
8
WSW-1
ED
ED
ED
ED
WSW-5
WSW-2
WSW-3
WSW-4
L
U
TZ R
O
A
D
0 110 220Feet
ESP Associates, Inc.
P.O. Box 7030Charlotte, NC 28241
Phone [phone]
www.espassociates.com
SHEET TITLE
PROJECT
PROJECT NO.
SCALE
DRAWN BY
CHECKED BY
23-00200-035
ET
CWDATE09/21/2023
FIGURE 5WATER SUPPLY WELL RADIUS MAPµAs Shown
LAWNDALE, NORTH CAROLINA
SITE BOUNDARYWATER SUPPLY WELLWATER SUPPLY WELL (INACTIVE)FRESHWATER EMERGENT WETLANDFRESHWATER/FORESTED/SHRUB WETLANDFRESHWATER POND
All locations are approximate.
DELLINGER'S STORE
ED
LEGEND:
ED

TABLES

Table 1
Water Supply Well Information
Dellinger's Store
Lawndale, North Carolina
NCDEQ Incident No. 28151
Well
No.
Property
Owner
Mailing
Address
Property
Address
Distance from
Source Area
(ft)
Hydraulic
Relationship to
Source Area
Well Status/Use Municpal Water
Available
Parcel
No.
WSW-1 White
Wholesale Tire
251 9th Street Lane SE
Hickory, NC 28601
5715 Fallston Road
Lawndale, NC 28090 218 Onsite/Crossgradient Active Yes, connected. 37222
WSW-2 Carla Bradshaw 1090 David's Chapel Church Rd
Lawndale, NC 28090
5713 Fallston Road
Lawndale, NC 28090 200 southeast Downgradient Active - Used for
Irrigation Yes, connected. 36212
WSW-3 Bobby R.
Canipe
5709 Fallston Road
Lawndale, NC 28090
5709 Fallston Road
Lawndale, NC 28090 410 southeast Downgradient Inactive Yes, connected.36211
WSW-4 Joe W. Phillips 5705 Fallston Road
Lawndale, NC 28090
5705 Fallston Road
Lawndale, NC 28090 490 southeast Downgradient Active Yes (not connected)36210
WSW-5 Jeanette M.
Canipe
236 St. Paul Church Road
Lawndale, NC 28090
5738 Fallston Road
Lawndale, NC 28090 1000 north Upgradient Active Yes (not connected)37145
ft - feet
1 of 1
Table 2
Monitoring Well Construction and Groundwater Elevation Data
Dellinger's Store
Lawndale, North Carolina
NCDEQ Incident No. 28151
Well
ID
Date
Intalled
Screened Interval
(ft BGS)
Bottom of
Well
(ft BGS)
Top of Casing
Elevation
(ft)
Date Water
Level Measured
Depth to Water
from Top of
Casing
(ft bTOC)
Groundwater
Elevation
(ft)
Free Product
Thickness
(ft)
9/4/2019 10.77 89.30 -
3/18/2020 7.31 92.76 -
1/12/2021 6.49 93.58 -
9/20/2023 11.70 88.37 -
9/4/2019 10.75 89.06 -
3/18/2020 7.33 92.48 -
1/12/2021 6.49 93.32 -
9/20/2023 11.60 88.21 -
9/4/2019 10.65 89.95 -
3/18/2020 7.29 93.31 -
1/12/2021 6.21 94.39 -
9/20/2023 11.80 88.80 -
9/4/2019 11.02 88.47 -
3/18/2020 7.58 91.91 -
1/12/2021 6.45 93.04 -
9/20/2023 12.00 87.49 -
9/4/2019 7.52 88.16 -
3/18/2020 3.19 92.49 -
1/12/2021 2.60 93.08 -
9/20/2023 8.50 87.18 -
9/4/2019 3.41 91.57 -
3/18/2020 7.26 87.72 -
1/12/2021 2.84 92.14 -
9/20/2023 8.00 86.98 -
9/4/2019 7.41 87.18 -
3/18/2020 3.73 90.86 -
1/12/2021 2.88 91.71 -
9/20/2023 8.30 86.29 -
9/4/2019 7.61 87.69 -
3/18/2020 4.10 91.20 -
1/12/2021 2.92 92.38 -
9/20/2023 7.80 87.50 -
9/4/2019 10.75 89.25 -
3/18/2020 7.29 92.71 -
1/12/2021 6.57 93.43 -
9/20/2023 11.30 88.70 -
Notes:
Screened intervals and bottom of well measurements are from previous consultant's report (see Appendix A).
-- no measureable free product
BGS - below ground surface
ft - feet
ft bTOC - feet below TOC
NM - not measured
TOC - top of casing
Top of casing elevations are based on an arbitrary benchmark elevation of 100.00 ft assigned to DMW-1 (see previous consultant's reports).
9.0-19.07/11/2001MW-1 25.0 100.07
MW-2 12/9/2003 4.0-19.0 19.0 99.81
100.60
MW-4 10/12/2007 5.0-20.0 20.0 99.49
MW-3 10/11/2007 5.0-20.0 20.0
MW-5 10/11/2007 5.0-20.0 20.0 95.68
MW-6 10/11/2007 5.0-20.0 20.0 94.98
MW-7 2/15/2008 5.0-20.0 20.0 94.59
MW-8 2/15/2008 5.0-20.0 20.0 95.30
DMW-1 10/12/2007 45.0-50.0 50.0 100.00
Table 3
Summary of Groundwater Analytical Results
Dellinger's Store
Lawndale, North Carolina
NCDEQ Incident No. 28151
(Page 1 of 1)
1 70 70 600 70 20 6 500
5,000 8,500 70,000 84,500 30,500 20,000 6,000 85,500
9/4/19 <0.25 <0.25 <0.25 <0.25 <0.25 <0.25 <1.0 <0.50
3/18/20 <0.24 <0.25 <0.33 <0.24 <0.24 <0.44 <0.66 <0.24
1/12/21 <0.24 <0.25 <0.33 <0.24 <0.24 <0.44 <0.66 <0.24
9/20/23 <0.079 <0.085 <0.072 <0.081 <0.11 <0.053 <0.10 <0.094
9/4/19 2.8 <0.25 <0.25 0.30J <0.25 <0.25 1.9J <0.50
3/18/20 0.78 <0.25 <0.33 <0.24 <0.24 <0.44 2.3 <0.24
1/12/21 0.76 <0.25 <0.33 <0.24 <0.24 <0.44 2.5 <0.24
9/20/23 <0.079 <0.085 <0.072 <0.081 <0.11 <0.053 <0.10 <0.094
9/4/19 <0.25 <0.25 <0.25 <0.25 <0.25 <0.25 <1.0 <0.50
3/18/20 <0.24 <0.25 <0.33 <0.24 <0.24 <0.44 <0.66 <0.24
1/12/21 <0.24 <0.25 <0.33 <0.24 <0.24 <0.44 <0.66 <0.24
9/20/23 <0.079 <0.085 <0.072 <0.081 <0.11 <0.053 <0.10 <0.094
9/4/19 0.98 1.4 <0.25 <0.25 <0.25 2.4 <1.0 0.28 J
3/18/20 <0.24 <0.25 <0.33 <0.24 <0.24 1.1 <0.66 <0.24
1/12/21 0.37J <0.25 <0.33 <0.24 <0.24 2.1 <0.66 <0.24
9/20/23 <0.079 <0.085 <0.072 <0.081 <0.11 0.27J <0.10 <0.094
9/4/19 <0.25 <0.25 <0.25 <0.25 <0.25 <0.25 <1.0 <0.50
3/18/20 <0.24 <0.25 <0.33 <0.24 <0.24 <0.44 <0.66 <0.24
1/12/21 <0.24 <0.25 <0.33 <0.24 <0.24 <0.44 <0.66 <0.24
9/20/23 <0.079 <0.085 <0.072 <0.081 <0.11 <0.053 <0.10 <0.094
9/4/19 <0.25 <0.25 <0.25 <0.25 <0.25 <0.25 <1.0 <0.50
3/18/20 <0.24 <0.25 <0.33 <0.24 <0.24 <0.44 <0.66 <0.24
1/12/21 <0.24 <0.25 <0.33 <0.24 <0.24 <0.44 <0.66 <0.24
9/20/23 <0.079 <0.085 <0.072 <0.081 <0.11 <0.053 <0.10 <0.094
9/4/19 14.2 0.39J 0.68 <0.25 0.82 2.9 1.2J <0.50
3/18/20 8 <0.25 0.39J <0.24 0.69 1.7 <0.66 <0.24
1/12/21 2.6 <0.25 <0.33 <0.24 <0.24 0.73 <0.66 <0.24
9/20/23 <0.079 <0.085 <0.072 <0.081 <0.11 <0.053 <0.10 <0.094
9/4/19 <0.25 <0.25 <0.25 <0.25 <0.25 <0.25 <1.0 <0.50
3/18/20 <0.24 <0.25 <0.33 <0.24 <0.24 <0.44 <0.66 <0.24
1/12/21 <0.24 <0.25 <0.33 <0.24 <0.24 <0.44 <0.66 <0.24
9/20/23 <0.079 <0.085 <0.072 <0.081 <0.11 <0.053 <0.10 <0.094
Field Duplicate
(MW-8)9/20/23 <0.079 <0.085 <0.072 <0.081 <0.11 <0.053 <0.10 <0.094
9/4/19 <0.25 <0.25 <0.25 <0.25 <0.25 <0.25 <1.0 <0.50
3/18/20 <0.24 <0.25 <0.33 <0.24 <0.24 <0.44 <0.66 <0.24
1/12/21 <0.24 <0.25 <0.33 <0.24 <0.24 <0.44 <0.66 <0.24
9/20/23 <0.079 <0.085 <0.072 <0.081 <0.11 <0.053 <0.10 <0.094
2/7/19 <0.25 <0.25 <0.25 <0.25 <0.25 1.7 <1.0 <0.50
9/4/19 <0.25 <0.25 <0.25 <0.25 <0.25 1.7 <1.0 <0.50
3/18/20 <0.24 <0.25 <0.33 <0.24 <0.24 2.1 <0.66 <0.24
9/20/23
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 September 20, 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.
MW-8
DMW-1
WSW-1 EthylbenzeneMW-6
MW-4
MW-5 BenzeneMW-7
MW-2
MW-3
GCL (µg/L)
Sample
ID
Collection
Date
MW-1 sec-Butylbenzene2L Standard (µg/L)Total XyleneNot SampledIsopropylbenzene (cumene)Methyl Tert-Butyl Ether (MTBE)Diisopropyl ether (IPE)Naphthalene

APPENDICES

APPENDIX A

TABLE 1
Historical UST Information
Dellinger's Store
Lawndale, North Carolina
Terracon Project No. 71179013A
NCDEQ Incident No. 28151
Contents Capacity (gallons)Date Installed Date Closed Closed/Active Release from
System
Diesel 6,000 1975 9/23/2003 Closed Yes
Gasoline 8,000 1980 9/23/2003 Closed Yes
Gasoline 8,000 1978 9/23/2003 Closed Yes
TABLE 2Water Supply Well Information
Dellinger's StoreLawndale, North Carolina
Terracon Project No. 71179013ANCDEQ Incident No. 28151
Well ID Property Owner Property Address Mailing Address Distance/Direction from source area (in feet)Well Status/Use Parcel No.Notes
WSW-1 White Wholesale Tire 5715 Fallston Road 251 9th Street Lane SE, Hickory, NC 28601 218 Active 37222 Spigot at the back of the White Tire Center is connected to WSW. Connected to county water
WSW-2 Carla Bradshaw 5713 Fallston Road 1090 David's Chapel 200 Active 36212 Used as an irrigation well. Connected to county water.
WSW-3 Bobby R. Canipe 5709 Fallston Road 5709 Fallston Road 410 Inactive 36211 Not active. Connected to county water.
WSW-4 Joe W. Phillips 5705 Fallston Road 5705 Fallston Road 490 Active 36210 Property owner not available during time of receptor survey. Did not respond to letters.
WSW-5 Jeanette M. Canipe 5738 Fallston Road 236 St. Paul Church Road 1,000 Active 37145 Property owner not available during time of receptor survey. Did not respond to letters.*All addresses are in Lawndale, NC unless otherwise noted.
TABLE 3Summary of Groundwater Analytical Results
Dellinger's Store Lawndale, North Carolina
Terracon Project No. 71179013NCDEQ Incident No. 28151
Contaminant of Concern →
Well/SampleI.D.Date Collected (mm/dd/yy)
1 70 70 70 600 600 500 20 70 25 70 0.4 6 400 400 0.02 70 0.2 NA NA
5,000 6,900 8,500 15,000 260,000 84,500 85,500 20,000 25,000 11,700 70,000 400 6,000 28,500 25,000 50 30,000 200 NA NA
10/8/2003 ND NR NR NR ND ND ND ND NR NR ND ND ND NA NR ND NR ND NA NA
7/13/2007 ND NR NR NR ND ND ND ND NR NR ND ND ND ND NR ND NR ND NA NA
8/15/2017 <0.12 <0.15 <0.13 ND <0.17 <0.13 <0.26 <0.90 <0.12 <0.15 <0.18 <0.16 <0.12 <0.18 <0.13 <0.15 <0.13 <0.16 NA NA
2/22/2018 <0.25 <0.25 <0.25 <0.50 <0.25 <0.25 <0.50 <0.25 <0.25 <0.25 <0.25 <0.25 <1.0 <0.25 <0.25 <0.25 <0.25 <0.25 NA NA
8/16/2018 <0.25 <0.25 <0.25 <0.25 <0.25 <0.25 <0.50 <0.25 <0.25 <0.25 <0.25 <0.25 <1.0 <0.25 <0.25 <0.25 <0.25 <0.25 NA NA
2/7/2019 <0.25 <0.25 0.85 <0.25 <0.25 <0.25 <0.50 <0.25 0.57 <0.25 <0.25 <0.25 <1.0 1.2 <0.25 <0.25 0.54 <0.25 NA NA
9/4/2019 <0.25 <0.25 <0.25 <0.25 <0.25 <0.25 <0.50 <0.25 <0.25 <0.25 <0.25 <0.25 <1.0 <0.25 <0.25 <0.25 <0.25 <0.25 NA NA
3/18/2020 <0.24 <0.35 <0.25 <0.25 <0.23 <0.24 <0.24 <0.44 <0.24 <0.24 <0.33 <0.26 <0.66 <0.19 <0.23 <0.23 <0.24 <0.19 NA NA
1/12/2021 <0.24 <0.35 <0.25 <0.25 <0.23 <0.24 <0.24 <0.44 <0.24 NA <0.33 <0.26 <0.66 <0.19 <0.23 <0.23 <0.24 <0.19 NA NA
12/9/2003 6.6 NR NR NR ND ND ND ND NR NR ND ND ND NA NR ND NR ND NA NA
7/13/2007 2100 NR NR NR 2,300 550 1200 57 NR NR 36 ND 250 330 NR ND NR ND NA NA
8/15/2017 76 1.2 0.65 ND 6.1 12 5.0 0.62 1.1 0.27J <0.18 <0.16 40 1.5 <0.13 <0.15 1.8 <0.16 NA NA
2/22/2018 112 <0.25 <0.25 1.3 22.7 61.3 20.8 <0.25 6.7 <0.25 <0.25 <0.25 96.1 11.1 <0.25 <0.25 13.4 0.35J NA NA
8/16/2018 40.3 <0.25 <0.25 <0.25 <0.25 <0.25 <0.50 <0.25 <0.25 <0.25 <0.25 <0.25 7.1 <0.25 <0.25 <0.25 <0.25 <0.25 NA NA
2/7/2019 22.3 <0.25 0.59 <0.25 <0.25 0.48J <0.50 <0.25 <0.25 <0.25 <0.25 <0.25 11.5 <0.25 <0.25 <0.25 <0.25 <0.25 NA NA
9/4/2019 2.8 <0.25 <0.25 <0.25 <0.25 0.30J <0.50 <0.25 <0.25 <0.25 <0.25 <0.25 1.9J <0.25 <0.25 <0.25 <0.25 <0.25 NA NA
3/18/2020 0.78 <0.35 <0.25 <0.25 <0.23 <0.24 <0.24 <0.44 <0.24 <0.24 <0.33 <0.26 2.3 <0.19 <0.23 <0.23 <0.24 <0.19 NA NA
1/12/2021 0.76 <0.35 <0.25 <0.25 <0.23 <0.24 <0.24 <0.44 <0.24 NA <0.33 <0.26 2.5 <0.19 <0.23 <0.23 <0.24 <0.19 NA NA
10/15/2007 ND NR NR NR ND ND ND ND NR NR ND ND ND NA NR ND NR ND NA NA
8/15/2017 <0.12 <0.15 <0.13 ND <0.17 <0.13 <0.26 <0.90 <0.12 <0.15 <0.18 <0.16 <0.12 <0.18 <0.13 <0.15 <0.13 <0.16 NA NA
2/22/2018 <0.25 <0.25 <0.25 <0.50 <0.25 <0.25 <0.50 <0.25 <0.25 <0.25 <0.25 <0.25 <1.0 <0.25 <0.25 <0.25 <0.25 <0.25 NA NA
8/16/2018 <0.25 <0.25 <0.25 <0.25 <0.25 <0.25 <0.50 <0.25 <0.25 <0.25 <0.25 <0.25 <1.0 <0.25 <0.25 <0.25 <0.25 <0.25 NA NA
2/7/2019 <0.25 <0.25 <0.25 <0.25 <0.25 <0.25 <0.50 <0.25 <0.25 <0.25 <0.25 <0.25 <1.0 <0.25 <0.25 <0.25 <0.25 <0.25 NA NA
9/4/2019 <0.25 <0.25 <0.25 <0.25 <0.25 <0.25 <0.50 <0.25 <0.25 <0.25 <0.25 <0.25 <1.0 <0.25 <0.25 <0.25 <0.25 <0.25 NA NA
3/18/2020 <0.24 <0.35 <0.25 <0.25 <0.23 <0.24 <0.24 <0.44 <0.24 <0.24 <0.33 <0.26 <0.66 <0.19 <0.23 <0.23 <0.24 <0.19 NA NA
1/12/2021 <0.24 <0.35 <0.25 <0.25 <0.23 <0.24 <0.24 <0.44 <0.24 NA <0.33 <0.26 <0.66 <0.19 <0.23 <0.23 <0.24 <0.19 NA NA
10/15/2007 435 NR NR NR 20.5 ND 52.8 75.6 NR NR ND ND 40.4 NA NR ND NR ND NA NA
8/15/2017 <0.12 <0.15 0.24J ND <0.17 <0.13 <0.26 0.75 <0.12 <0.15 <0.18 <0.16 <0.12 <0.18 <0.13 <0.15 <0.13 <0.16 NA NA
2/22/2018 <0.25 <0.25 <0.25 <0.50 <0.25 <0.25 <0.50 0.36J <0.25 <0.25 <0.25 <0.25 <1.0 <0.25 <0.25 <0.25 <0.25 <0.25 NA NA
8/16/2018 <0.25 <0.25 <0.25 <0.25 <0.25 <0.25 <0.50 2.7 <0.25 <0.25 <0.25 <0.25 <1.0 <0.25 <0.25 <0.25 <0.25 <0.25 NA NA
2/7/2019 <0.25 <0.25 <0.25 <0.25 <0.25 <0.25 <0.50 2.3 <0.25 <0.25 <0.25 <0.25 <1.0 <0.25 <0.25 <0.25 <0.25 <0.25 NA NA
9/4/2019 0.98 <0.25 1.4 <0.25 <0.25 <0.25 0.28J 2.4 <0.25 <0.25 <0.25 <0.25 <1.0 <0.25 <0.25 <0.25 <0.25 <0.25 NA NA
3/18/2020 <0.24 <0.35 <0.25 <0.25 <0.23 <0.24 <0.24 1.1 <0.24 <0.24 <0.33 <0.26 <0.66 <0.19 <0.23 <0.23 <0.24 <0.19 NA NA
1/12/2021 0.37J <0.35 <0.25 <0.25 <0.23 <0.24 <0.24 2.1 <0.24 NA <0.33 <0.26 <0.66 <0.19 <0.23 <0.23 <0.24 <0.19 NA NA
10/15/2007 ND NR NR NR ND ND ND ND NR NR ND ND ND NA NR ND NR ND NA NA
8/15/2017 <0.12 <0.15 <0.13 ND <0.17 <0.13 <0.26 <0.90 <0.12 <0.15 <0.18 <0.16 <0.12 <0.18 <0.13 <0.15 <0.13 <0.16 NA NA
2/22/2018 <0.25 <0.25 <0.25 <0.50 <0.25 <0.25 <0.50 <0.25 <0.25 <0.25 <0.25 <0.25 <1.0 <0.25 <0.25 <0.25 <0.25 <0.25 NA NA
8/16/2018 <0.25 <0.25 <0.25 <0.25 <0.25 <0.25 <0.50 <0.25 <0.25 <0.25 <0.25 <0.25 <1.0 <0.25 <0.25 <0.25 <0.25 <0.25 NA NA
2/7/2019 <0.25 <0.25 <0.25 <0.25 <0.25 <0.25 <0.50 <0.25 <0.25 <0.25 <0.25 <0.25 <1.0 <0.25 <0.25 <0.25 <0.25 <0.25 NA NA
9/4/2019 <0.25 <0.25 <0.25 <0.25 <0.25 <0.25 <0.50 <0.25 <0.25 <0.25 <0.25 <0.25 <1.0 <0.25 <0.25 <0.25 <0.25 <0.25 NA NA
3/18/2020 <0.24 <0.35 <0.25 <0.25 <0.23 <0.24 <0.24 <0.44 <0.24 <0.24 <0.33 <0.26 <0.66 <0.19 <0.23 <0.23 <0.24 <0.19 NA NA
1/12/2021 <0.24 <0.35 <0.25 <0.25 <0.23 <0.24 <0.24 <0.44 <0.24 NA <0.33 <0.26 <0.66 <0.19 <0.23 <0.23 <0.24 <0.19 NA NA
10/15/2007 ND NR NR NR ND ND ND ND NR NR ND ND ND NA NR ND NR ND NA NA
8/15/2017 <0.12 <0.15 <0.13 ND <0.17 <0.13 <0.26 <0.90 <0.12 <0.15 <0.18 <0.16 <0.12 <0.18 <0.13 <0.15 <0.13 <0.16 NA NA
2/22/2018 <0.25 <0.25 <0.25 <0.50 <0.25 <0.25 <0.50 <0.25 <0.25 <0.25 <0.25 <0.25 <1.0 <0.25 <0.25 <0.25 <0.25 <0.25 NA NA
8/16/2018 <0.25 <0.25 <0.25 <0.25 <0.25 <0.25 <0.50 <0.25 <0.25 <0.25 <0.25 <0.25 <1.0 <0.25 <0.25 <0.25 <0.25 <0.25 NA NA
2/7/2019 <0.25 <0.25 <0.25 <0.25 <0.25 <0.25 <0.50 <0.25 <0.25 <0.25 <0.25 <0.25 <1.0 <0.25 <0.25 <0.25 <0.25 <0.25 NA NA
9/4/2019 <0.25 <0.25 <0.25 <0.25 <0.25 <0.25 <0.50 <0.25 <0.25 <0.25 <0.25 <0.25 <1.0 <0.25 <0.25 <0.25 <0.25 <0.25 NA NA
3/18/2020 <0.24 <0.35 <0.25 <0.25 <0.23 <0.24 <0.24 <0.44 <0.24 <0.24 <0.33 <0.26 <0.66 <0.19 <0.23 <0.23 <0.24 <0.19 NA NA
1/12/2021 <0.24 <0.35 <0.25 <0.25 <0.23 <0.24 <0.24 <0.44 <0.24 NA <0.33 <0.26 <0.66 <0.19 <0.23 <0.23 <0.24 <0.19 NA NA
2/15/2008 17.3 NR NR NR ND ND ND 72.9 NR NR 8.8 ND ND NA NR ND NR ND NA NA
8/15/2017 <0.12 <0.15 <0.13 ND <0.17 <0.13 <0.26 <0.90 <0.12 <0.15 <0.18 <0.16 <0.12 <0.18 <0.13 <0.15 <0.13 <0.16 NA NA
2/22/2018 14.2 <0.25 0.33J <0.50 <0.25 <0.25 <0.50 5.1 0.90 <0.25 0.81 <0.25 <1.0 <0.25 <0.25 <0.25 <0.25 <0.25 NA NA
8/16/2018 30.7 <0.25 <0.25 <0.25 <0.25 <0.25 <0.50 3.8 0.82 <0.25 <0.25 <0.25 1.7J <0.25 <0.25 <0.25 <0.25 <0.25 NA NA
2/7/2019 72.4 <0.25 1.2 <0.25 0.33J <0.25 <0.50 14.3 3.9 <0.25 2.2 <0.25 2.2 <0.25 <0.25 <0.25 0.86 <0.25 NA NA
9/4/2019 14.2 <0.25 0.39J <0.25 <0.25 <0.25 <0.50 2.9 0.82 <0.25 0.68 <0.25 1.2J <0.25 <0.25 <0.25 <0.25 <0.25 NA NA
3/18/2020 8.0 <0.35 <0.25 <0.25 <0.23 <0.24 <0.24 1.7 0.69 <0.24 0.39J <0.26 <0.66 <0.19 <0.23 <0.23 <0.24 <0.19 NA NA
1/12/2021 2.6 <0.35 <0.25 <0.25 <0.23 <0.24 <0.24 0.73 <0.24 NA <0.33 <0.26 <0.66 <0.19 <0.23 <0.23 <0.24 <0.19 NA NA
2/15/2008 ND NR NR NR ND ND ND 2.9 NR NR ND ND ND NA NR ND NR ND NA NA
8/15/2017 190 1.1 1.2 ND 0.30J <0.13 1.0 17 5.2 0.33J 5.1 <0.16 7.5 0.37J 0.29J <0.15 0.55 <0.16 NA NA
2/22/2018 <0.25 <0.25 <0.25 <0.50 <0.25 <0.25 <0.50 <0.25 <0.25 <0.25 <0.25 <0.25 <1.0 <0.25 <0.25 <0.25 <0.25 <0.25 NA NA
8/16/2018 <0.25 <0.25 <0.25 <0.25 <0.25 <0.25 <0.50 <0.25 <0.25 <0.25 <0.25 <0.25 <1.0 <0.25 <0.25 <0.25 <0.25 <0.25 NA NA
2/7/2019 <0.25 <0.25 <0.25 <0.25 <0.25 <0.25 <0.50 <0.25 <0.25 <0.25 <0.25 <0.25 <1.0 <0.25 <0.25 <0.25 <0.25 <0.25 NA NA
9/4/2019 <0.25 <0.25 <0.25 <0.25 <0.25 <0.25 <0.50 <0.25 <0.25 <0.25 <0.25 <0.25 <1.0 <0.25 <0.25 <0.25 <0.25 <0.25 NA NA
3/18/2020 <0.24 <0.35 <0.25 <0.25 <0.23 <0.24 <0.24 <0.44 <0.24 <0.24 <0.33 <0.26 <0.66 <0.19 <0.23 <0.23 <0.24 <0.19 NA NA
1/12/2021 <0.24 <0.35 <0.25 <0.25 <0.23 <0.24 <0.24 <0.44 <0.24 NA <0.33 <0.26 <0.66 <0.19 <0.23 <0.23 <0.24 <0.19 NA NA
10/15/2017 ND NR NR NR 2.3 ND 4.8 1.4 NR NR ND ND ND NA NR ND NR ND NA NA
8/16/2017 0.48J <0.15 <0.13 ND <0.17 0.41J 0.91J <0.90 <0.12 <0.15 <0.18 <0.16 <0.12 1.5 0.41J <0.15 0.14J <0.16 NA NA
2/22/2018 <0.25 <0.25 <0.25 <0.50 <0.25 <0.25 <0.50 <0.25 <0.25 <0.25 <0.25 <0.25 <1.0 <0.25 <0.25 <0.25 <0.25 <0.25 NA NA
8/16/2018 <0.25 <0.25 <0.25 <0.25 <0.25 <0.25 <0.50 <0.25 <0.25 <0.25 <0.25 <0.25 <1.0 <0.25 <0.25 <0.25 <0.25 <0.25 NA NA
2/7/2019 <0.25 <0.25 <0.25 <0.25 <0.25 <0.25 <0.50 <0.25 <0.25 <0.25 <0.25 <0.25 <1.0 <0.25 <0.25 <0.25 <0.25 <0.25 NA NA
9/4/2019 <0.25 <0.25 <0.25 <0.25 <0.25 <0.25 <0.50 <0.25 <0.25 <0.25 <0.25 <0.25 <1.0 <0.25 <0.25 <0.25 <0.25 <0.25 NA NA
3/18/2020 <0.24 <0.35 <0.25 <0.25 <0.23 <0.24 <0.24 <0.44 <0.24 <0.24 <0.33 <0.26 <0.66 <0.19 <0.23 <0.23 <0.24 <0.19 NA NA
1/12/2021 <0.24 <0.35 <0.25 <0.25 <0.23 <0.24 <0.24 <0.44 <0.24 NA <0.33 <0.26 <0.66 <0.19 <0.23 <0.23 <0.24 <0.19 NA NA
7/13/2007 ND NR NR NR ND ND ND 3.5 NR NR ND ND ND ND NR ND NR ND NA NA
8/15/2017 <0.12 <0.15 <0.13 ND <0.17 <0.13 <0.26 0.53 <0.12 <0.15 <0.18 <0.16 <0.12 <0.18 <0.13 <0.15 <0.13 <0.16 NA NA
2/22/2018 <0.25 <0.25 <0.25 <0.50 <0.25 <0.25 <0.50 1.5 <0.25 <0.25 <0.25 <0.25 <1.0 <0.25 <0.25 <0.25 <0.25 <0.25 NA NA
8/16/2018 <0.25 <0.25 <0.25 <0.25 <0.25 <0.25 <0.50 1.7 <0.25 <0.25 <0.25 <0.25 <1.0 <0.25 <0.25 <0.25 <0.25 <0.25 NA NA
2/7/2019 <0.25 <0.25 <0.25 <0.25 <0.25 <0.25 <0.50 1.7 <0.25 <0.25 <0.25 <0.25 <1.0 <0.25 <0.25 <0.25 <0.25 <0.25 NA NA
9/4/2019 <0.25 <0.25 <0.25 <0.25 <0.25 <0.25 <0.50 1.7 <0.25 <0.25 <0.25 <0.25 <1.0 <0.25 <0.25 <0.25 <0.25 <0.25 NA NA
3/18/2020 <0.24 <0.35 <0.25 <0.25 <0.23 <0.24 <0.24 2.1 <0.24 <0.24 <0.33 <0.26 <0.66 <0.19 <0.23 <0.23 <0.24 <0.19 NA NA
Notes: µg/L = Micrograms per literNA = Not analyzedND = Not detected at or above laboratory reporting limits. Contaminants that exceed the NCDEQ - NCAC 15A 2L Groundwater Standards are in BOLD. GCL = Gross contamination levels for groundwater
WSW-1
MW-7 Diisopropyl Ether (IPE)Total XyleneesEthylbenzeneMW-1
MW-2
GCL (ug/L)
2L Standard (ug/L)tert-Butylbenzenep-Isopropyltoluene504 EDB
1,2-Dibromo-3-chloropropane1,2-Dibromoethane (EDB)Analytical Method
Benzene6200B
1,1,2,2-Tetrachloroethanen-Propylbenzene1,2,4-Trimethylbenzene1,3,5-Trimethylbenznen-Butylbenzenesec-ButylbenzeneIsopropylbenzeneTolueneMTBEEDBNaphthalene1,2-Dichloroethane MW-8
DMW-1
MW-3
MW-4
MW-5
MW-6
TABLE 4
Monitoring Well Construction Informationand Historical Groundwater Elevations
Dellinger's StoreLawndale, North Carolina
Terracon Project No. 71179013ANCDEQ Incident No. 28151
Well Id Date Installed (mm/dd/yy)
Date Water Level Measured (mm/dd/yy)
Well Casing Diameter (in.)
Screen Interval (ft-TOC)
Depth of Well (ft-TOC)
Top of Casing Elevation
(ft.)
Depth to Water from Top of Casing (ft.)
Groundwater
Elevation (ft.)Comments
4/12/2001 9.90 90.175/7/2001 11.95 88.126/15/2001 12.98 87.099/23/2003 7.83 92.2412/8/2003 8.76 91.317/12/2007 12.34 87.7310/15/2007 15.38 84.692/15/2008 12.37 87.708/15/2017 10.58 89.492/22/2018 8.93 91.148/16/2018 11.02 89.052/7/2019 7.21 92.869/4/2019 10.77 89.303/18/2020 7.31 92.761/12/2021 6.49 93.5812/9/2003 9.35 90.467/12/2007 12.1 87.7110/15/2007 15.12 84.692/15/2008 12.27 87.548/15/2017 10.82 88.992/22/2018 8.86 90.958/16/2018 11.11 88.702/7/2019 7.31 92.509/4/2019 10.75 89.063/18/2020 7.33 92.481/12/2021 6.49 93.3210/15/2007 15.10 85.502/15/2008 12.66 87.948/15/2017 11.54 89.062/22/2018 9.12 91.48
8/16/2018 10.95 89.652/7/2019 6.99 93.619/4/2019 10.65 89.953/18/2020 7.29 93.311/12/2021 6.21 94.3910/15/2007 14.40 85.09
2/15/2008 12.51 86.988/15/2017 11.36 88.132/22/2018 9.31 90.188/16/2018 11.20 88.292/7/2019 7.39 92.10
9/4/2019 11.02 88.473/18/2020 7.58 91.911/12/2021 6.45 93.0410/15/2007 11.99 83.692/15/2008 8.89 86.798/15/2017 5.02 90.662/22/2018 5.76 89.928/16/2018 7.75 87.932/7/2019 3.55 92.139/4/2019 7.52 88.163/18/2020 3.19 92.491/12/2021 2.60 93.0810/15/2007 12.74 82.24
2/15/2008 8.42 86.568/15/2017 4.92 90.062/22/2018 5.42 89.568/16/2018 7.48 87.502/7/2019 3.41 91.57
9/4/2019 7.26 87.723/18/2020 2.84 92.141/12/2021 1.89 93.09
2/15/2008 8.69 85.908/15/2017 8.20 86.392/22/2018 5.72 88.878/16/2018 7.44 87.152/7/2019 3.57 91.029/4/2019 7.41 87.183/18/2020 3.73 90.861/12/2021 2.88 91.71
2/15/2008 9.15 86.158/15/2017 7.84 87.462/22/2018 5.76 89.548/16/2018 8.11 87.192/7/2019 4.59 90.719/4/2019 7.61 87.693/18/2020 4.10 91.201/12/2021 2.92 92.3810/15/2007 15.13 84.87
2/15/2008 12.53 87.478/15/2017 11.38 88.622/22/2018 9.11 90.898/16/2018 9.81 90.192/7/2019 9.61 90.39
9/4/2019 10.75 89.253/18/2020 7.29 92.711/12/2021 6.57 93.43
Notes:
Depth of Well and Top of Casing elevation taken from Comprehensive Site Assessment Report, Dellinger's Store dated July 21, 2008 by Shield Engineering, Inc.Top of casing elevations are based on an assumed elevation of 100 feet at well DMW-1.
5-20 20
5-20 20
45-50 50
99.49
MW-3 10/11/2007 2
MW-4 10/12/2007 2 5-20 20
DMW-1
MW-6 10/11/2007 2
MW-5 10/11/2007 2
10/12/2007 2
MW-7 2/15/2008 2
MW-8 2/15/2008 2
MW-1 7/11/2001 2 9-19 25
MW-2 12/9/2003 2 4-19 19
100.07
99.81
5-20 20 100.60
95.30
94.59
100.00
94.985-20 20
5-20 20 95.68

APPENDIX B

#=CL#
September 26, 2023
LIMS USE: FR - NORA ZIRPS
LIMS OBJECT ID: 92689233
92689233
Project:
Pace Project No.:
RE:
Nora Zirps
ESP Associates
7011 Albert Pick Rd.
Suite E
Greensboro, NC 27409
Dellinger's Store
Dear Nora Zirps:
Enclosed are the analytical results for sample(s) received by the laboratory on September 21, 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
704-977-0968
Enclosures
cc:Matt Craig, ESP Associates
Account Payable, ESP Associates
Chris Ward, 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 33
#=CP#
CERTIFICATIONS
Pace Project No.:
Project:
92689233
Dellinger's Store
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 33
#=SS#
SAMPLE SUMMARY
Pace Project No.:
Project:
92689233
Dellinger's Store
Lab ID Sample ID Matrix Date Collected Date Received
92689233001 MW-3 Water 09/20/23 09:55 09/21/23 09:05
92689233002 MW-1 Water 09/20/23 10:30 09/21/23 09:05
92689233003 MW-2 Water 09/20/23 11:02 09/21/23 09:05
92689233004 MW-4 Water 09/20/23 11:34 09/21/23 09:05
92689233005 MW-5 Water 09/20/23 12:05 09/21/23 09:05
92689233006 MW-6 Water 09/20/23 12:46 09/21/23 09:05
92689233007 MW-8 Water 09/20/23 13:16 09/21/23 09:05
92689233008 FIELD DUPLICATE Water 09/20/23 13:20 09/21/23 09:05
92689233009 MW-7 Water 09/20/23 13:58 09/21/23 09:05
92689233010 DMW-1 Water 09/20/23 14:58 09/21/23 09:05
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
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[phone]
Page 3 of 33
#=SA#
SAMPLE ANALYTE COUNT
Pace Project No.:
Project:
92689233
Dellinger's Store
Lab ID Sample ID Method
Analytes
Reported LaboratoryAnalysts
92689233001 MW-3 SM 6200B 64 PASI-CSAS
92689233002 MW-1 SM 6200B 64 PASI-CSAS
92689233003 MW-2 SM 6200B 64 PASI-CSAS
92689233004 MW-4 SM 6200B 64 PASI-CSAS
92689233005 MW-5 SM 6200B 64 PASI-CSAS
92689233006 MW-6 SM 6200B 64 PASI-CSAS
92689233007 MW-8 SM 6200B 64 PASI-CSAS
92689233008 FIELD DUPLICATE SM 6200B 64 PASI-CSAS
92689233009 MW-7 SM 6200B 64 PASI-CSAS
92689233010 DMW-1 SM 6200B 64 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 33
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92689233
Dellinger's Store
Sample:MW-3 Lab ID:92689233001 Collected:09/20/23 09:55 Received:09/21/23 09:05 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Benzene <0.079 ug/L 09/24/23 14:06 71-43-20.50 0.079 1
Bromobenzene <0.14 ug/L 09/24/23 14:06 108-86-1 M10.50 0.14 1
Bromochloromethane <0.094 ug/L 09/24/23 14:06 74-97-50.50 0.094 1
Bromodichloromethane <0.17 ug/L 09/24/23 14:06 75-27-40.50 0.17 1
Bromoform <0.20 ug/L 09/24/23 14:06 75-25-20.50 0.20 1
Bromomethane <0.22 ug/L 09/24/23 14:06 74-83-95.0 0.22 1
n-Butylbenzene <0.066 ug/L 09/24/23 14:06 104-51-8 M10.50 0.066 1
sec-Butylbenzene <0.085 ug/L 09/24/23 14:06 135-98-80.50 0.085 1
tert-Butylbenzene <0.086 ug/L 09/24/23 14:06 98-06-60.50 0.086 1
Carbon tetrachloride <0.17 ug/L 09/24/23 14:06 56-23-5 M10.50 0.17 1
Chlorobenzene <0.085 ug/L 09/24/23 14:06 108-90-70.50 0.085 1
Chloroethane <0.17 ug/L 09/24/23 14:06 75-00-31.0 0.17 1
Chloroform <0.069 ug/L 09/24/23 14:06 67-66-30.50 0.069 1
Chloromethane <0.18 ug/L 09/24/23 14:06 74-87-31.0 0.18 1
2-Chlorotoluene <0.13 ug/L 09/24/23 14:06 95-49-8 M10.50 0.13 1
4-Chlorotoluene <0.096 ug/L 09/24/23 14:06 106-43-4 M10.50 0.096 1
1,2-Dibromo-3-chloropropane <0.18 ug/L 09/24/23 14:06 96-12-8 M11.0 0.18 1
Dibromochloromethane <0.15 ug/L 09/24/23 14:06 124-48-10.50 0.15 1
1,2-Dibromoethane (EDB)<0.15 ug/L 09/24/23 14:06 106-93-4 M10.50 0.15 1
Dibromomethane <0.19 ug/L 09/24/23 14:06 74-95-30.50 0.19 1
1,2-Dichlorobenzene <0.094 ug/L 09/24/23 14:06 95-50-10.50 0.094 1
1,3-Dichlorobenzene <0.098 ug/L 09/24/23 14:06 541-73-10.50 0.098 1
1,4-Dichlorobenzene <0.090 ug/L 09/24/23 14:06 106-46-70.50 0.090 1
Dichlorodifluoromethane <0.12 ug/L 09/24/23 14:06 75-71-80.50 0.12 1
1,1-Dichloroethane <0.056 ug/L 09/24/23 14:06 75-34-30.50 0.056 1
1,2-Dichloroethane <0.11 ug/L 09/24/23 14:06 107-06-20.50 0.11 1
1,1-Dichloroethene <0.079 ug/L 09/24/23 14:06 75-35-4 M10.50 0.079 1
cis-1,2-Dichloroethene <0.11 ug/L 09/24/23 14:06 156-59-2 M10.50 0.11 1
trans-1,2-Dichloroethene <0.10 ug/L 09/24/23 14:06 156-60-5 M10.50 0.10 1
1,2-Dichloropropane <0.14 ug/L 09/24/23 14:06 78-87-50.50 0.14 1
1,3-Dichloropropane <0.085 ug/L 09/24/23 14:06 142-28-90.50 0.085 1
2,2-Dichloropropane <0.12 ug/L 09/24/23 14:06 594-20-7 M10.50 0.12 1
1,1-Dichloropropene <0.066 ug/L 09/24/23 14:06 563-58-6 M10.50 0.066 1
cis-1,3-Dichloropropene <0.090 ug/L 09/24/23 14:06 10061-01-50.50 0.090 1
trans-1,3-Dichloropropene <0.13 ug/L 09/24/23 14:06 10061-02-60.50 0.13 1
Diisopropyl ether <0.072 ug/L 09/24/23 14:06 108-20-3 M10.50 0.072 1
Ethylbenzene <0.081 ug/L 09/24/23 14:06 100-41-40.50 0.081 1
Hexachloro-1,3-butadiene <0.35 ug/L 09/24/23 14:06 87-68-3 M12.0 0.35 1
Isopropylbenzene (Cumene)<0.11 ug/L 09/24/23 14:06 98-82-8 M10.50 0.11 1
Methylene Chloride <1.9 ug/L 09/24/23 14:06 75-09-22.0 1.9 1
Methyl-tert-butyl ether <0.053 ug/L 09/24/23 14:06 1634-04-40.50 0.053 1
Naphthalene <0.10 ug/L 09/24/23 14:06 91-20-32.0 0.10 1
n-Propylbenzene <0.10 ug/L 09/24/23 14:06 103-65-1 M10.50 0.10 1
Styrene <0.14 ug/L 09/24/23 14:06 100-42-50.50 0.14 1
1,1,1,2-Tetrachloroethane <0.091 ug/L 09/24/23 14:06 630-20-60.50 0.091 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 09/26/2023 11:00 AM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 5 of 33
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92689233
Dellinger's Store
Sample:MW-3 Lab ID:92689233001 Collected:09/20/23 09:55 Received:09/21/23 09:05 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
1,1,2,2-Tetrachloroethane <0.074 ug/L 09/24/23 14:06 79-34-50.50 0.074 1
Tetrachloroethene <0.086 ug/L 09/24/23 14:06 127-18-40.50 0.086 1
Toluene <0.090 ug/L 09/24/23 14:06 108-88-30.50 0.090 1
1,2,3-Trichlorobenzene <0.12 ug/L 09/24/23 14:06 87-61-6 M12.0 0.12 1
1,2,4-Trichlorobenzene <0.16 ug/L 09/24/23 14:06 120-82-12.0 0.16 1
1,1,1-Trichloroethane <0.11 ug/L 09/24/23 14:06 71-55-6 M10.50 0.11 1
1,1,2-Trichloroethane <0.096 ug/L 09/24/23 14:06 79-00-50.50 0.096 1
Trichloroethene <0.17 ug/L 09/24/23 14:06 79-01-60.50 0.17 1
Trichlorofluoromethane <0.14 ug/L 09/24/23 14:06 75-69-4 M11.0 0.14 1
1,2,3-Trichloropropane <0.17 ug/L 09/24/23 14:06 96-18-40.50 0.17 1
1,2,4-Trimethylbenzene <0.031 ug/L 09/24/23 14:06 95-63-60.50 0.031 1
1,3,5-Trimethylbenzene <0.071 ug/L 09/24/23 14:06 108-67-8 M10.50 0.071 1
Vinyl chloride <0.15 ug/L 09/24/23 14:06 75-01-41.0 0.15 1
Xylene (Total)<0.094 ug/L 09/24/23 14:06 1330-20-71.0 0.094 1
m&p-Xylene <0.094 ug/L 09/24/23 14:06 179601-23-11.0 0.094 1
o-Xylene <0.14 ug/L 09/24/23 14:06 95-47-60.50 0.14 1
Surrogates
1,2-Dichloroethane-d4 (S)106 %09/24/23 14:06 17060-07-070-130 1
4-Bromofluorobenzene (S)100 %09/24/23 14:06 460-00-470-130 1
Toluene-d8 (S)91 %09/24/23 14:06 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 09/26/2023 11:00 AM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 6 of 33
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92689233
Dellinger's Store
Sample:MW-1 Lab ID:92689233002 Collected:09/20/23 10:30 Received:09/21/23 09:05 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Benzene <0.079 ug/L 09/24/23 14:25 71-43-20.50 0.079 1
Bromobenzene <0.14 ug/L 09/24/23 14:25 108-86-10.50 0.14 1
Bromochloromethane <0.094 ug/L 09/24/23 14:25 74-97-50.50 0.094 1
Bromodichloromethane <0.17 ug/L 09/24/23 14:25 75-27-40.50 0.17 1
Bromoform <0.20 ug/L 09/24/23 14:25 75-25-20.50 0.20 1
Bromomethane <0.22 ug/L 09/24/23 14:25 74-83-95.0 0.22 1
n-Butylbenzene <0.066 ug/L 09/24/23 14:25 104-51-80.50 0.066 1
sec-Butylbenzene <0.085 ug/L 09/24/23 14:25 135-98-80.50 0.085 1
tert-Butylbenzene <0.086 ug/L 09/24/23 14:25 98-06-60.50 0.086 1
Carbon tetrachloride <0.17 ug/L 09/24/23 14:25 56-23-50.50 0.17 1
Chlorobenzene <0.085 ug/L 09/24/23 14:25 108-90-70.50 0.085 1
Chloroethane <0.17 ug/L 09/24/23 14:25 75-00-31.0 0.17 1
Chloroform <0.069 ug/L 09/24/23 14:25 67-66-30.50 0.069 1
Chloromethane <0.18 ug/L 09/24/23 14:25 74-87-31.0 0.18 1
2-Chlorotoluene <0.13 ug/L 09/24/23 14:25 95-49-80.50 0.13 1
4-Chlorotoluene <0.096 ug/L 09/24/23 14:25 106-43-40.50 0.096 1
1,2-Dibromo-3-chloropropane <0.18 ug/L 09/24/23 14:25 96-12-81.0 0.18 1
Dibromochloromethane <0.15 ug/L 09/24/23 14:25 124-48-10.50 0.15 1
1,2-Dibromoethane (EDB)<0.15 ug/L 09/24/23 14:25 106-93-40.50 0.15 1
Dibromomethane <0.19 ug/L 09/24/23 14:25 74-95-30.50 0.19 1
1,2-Dichlorobenzene <0.094 ug/L 09/24/23 14:25 95-50-10.50 0.094 1
1,3-Dichlorobenzene <0.098 ug/L 09/24/23 14:25 541-73-10.50 0.098 1
1,4-Dichlorobenzene <0.090 ug/L 09/24/23 14:25 106-46-70.50 0.090 1
Dichlorodifluoromethane <0.12 ug/L 09/24/23 14:25 75-71-80.50 0.12 1
1,1-Dichloroethane <0.056 ug/L 09/24/23 14:25 75-34-30.50 0.056 1
1,2-Dichloroethane <0.11 ug/L 09/24/23 14:25 107-06-20.50 0.11 1
1,1-Dichloroethene <0.079 ug/L 09/24/23 14:25 75-35-40.50 0.079 1
cis-1,2-Dichloroethene <0.11 ug/L 09/24/23 14:25 156-59-20.50 0.11 1
trans-1,2-Dichloroethene <0.10 ug/L 09/24/23 14:25 156-60-50.50 0.10 1
1,2-Dichloropropane <0.14 ug/L 09/24/23 14:25 78-87-50.50 0.14 1
1,3-Dichloropropane <0.085 ug/L 09/24/23 14:25 142-28-90.50 0.085 1
2,2-Dichloropropane <0.12 ug/L 09/24/23 14:25 594-20-70.50 0.12 1
1,1-Dichloropropene <0.066 ug/L 09/24/23 14:25 563-58-60.50 0.066 1
cis-1,3-Dichloropropene <0.090 ug/L 09/24/23 14:25 10061-01-50.50 0.090 1
trans-1,3-Dichloropropene <0.13 ug/L 09/24/23 14:25 10061-02-60.50 0.13 1
Diisopropyl ether <0.072 ug/L 09/24/23 14:25 108-20-30.50 0.072 1
Ethylbenzene <0.081 ug/L 09/24/23 14:25 100-41-40.50 0.081 1
Hexachloro-1,3-butadiene <0.35 ug/L 09/24/23 14:25 87-68-32.0 0.35 1
Isopropylbenzene (Cumene)<0.11 ug/L 09/24/23 14:25 98-82-80.50 0.11 1
Methylene Chloride <1.9 ug/L 09/24/23 14:25 75-09-22.0 1.9 1
Methyl-tert-butyl ether <0.053 ug/L 09/24/23 14:25 1634-04-40.50 0.053 1
Naphthalene <0.10 ug/L 09/24/23 14:25 91-20-32.0 0.10 1
n-Propylbenzene <0.10 ug/L 09/24/23 14:25 103-65-10.50 0.10 1
Styrene <0.14 ug/L 09/24/23 14:25 100-42-50.50 0.14 1
1,1,1,2-Tetrachloroethane <0.091 ug/L 09/24/23 14:25 630-20-60.50 0.091 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 09/26/2023 11:00 AM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 7 of 33
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92689233
Dellinger's Store
Sample:MW-1 Lab ID:92689233002 Collected:09/20/23 10:30 Received:09/21/23 09:05 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
1,1,2,2-Tetrachloroethane <0.074 ug/L 09/24/23 14:25 79-34-50.50 0.074 1
Tetrachloroethene <0.086 ug/L 09/24/23 14:25 127-18-40.50 0.086 1
Toluene <0.090 ug/L 09/24/23 14:25 108-88-30.50 0.090 1
1,2,3-Trichlorobenzene <0.12 ug/L 09/24/23 14:25 87-61-62.0 0.12 1
1,2,4-Trichlorobenzene <0.16 ug/L 09/24/23 14:25 120-82-12.0 0.16 1
1,1,1-Trichloroethane <0.11 ug/L 09/24/23 14:25 71-55-60.50 0.11 1
1,1,2-Trichloroethane <0.096 ug/L 09/24/23 14:25 79-00-50.50 0.096 1
Trichloroethene <0.17 ug/L 09/24/23 14:25 79-01-60.50 0.17 1
Trichlorofluoromethane <0.14 ug/L 09/24/23 14:25 75-69-41.0 0.14 1
1,2,3-Trichloropropane <0.17 ug/L 09/24/23 14:25 96-18-40.50 0.17 1
1,2,4-Trimethylbenzene <0.031 ug/L 09/24/23 14:25 95-63-60.50 0.031 1
1,3,5-Trimethylbenzene <0.071 ug/L 09/24/23 14:25 108-67-80.50 0.071 1
Vinyl chloride <0.15 ug/L 09/24/23 14:25 75-01-41.0 0.15 1
Xylene (Total)<0.094 ug/L 09/24/23 14:25 1330-20-71.0 0.094 1
m&p-Xylene <0.094 ug/L 09/24/23 14:25 179601-23-11.0 0.094 1
o-Xylene <0.14 ug/L 09/24/23 14:25 95-47-60.50 0.14 1
Surrogates
1,2-Dichloroethane-d4 (S)99 %09/24/23 14:25 17060-07-070-130 1
4-Bromofluorobenzene (S)92 %09/24/23 14:25 460-00-470-130 1
Toluene-d8 (S)91 %09/24/23 14:25 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 09/26/2023 11:00 AM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 8 of 33
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92689233
Dellinger's Store
Sample:MW-2 Lab ID:92689233003 Collected:09/20/23 11:02 Received:09/21/23 09:05 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Benzene <0.079 ug/L 09/24/23 14:43 71-43-20.50 0.079 1
Bromobenzene <0.14 ug/L 09/24/23 14:43 108-86-10.50 0.14 1
Bromochloromethane <0.094 ug/L 09/24/23 14:43 74-97-50.50 0.094 1
Bromodichloromethane <0.17 ug/L 09/24/23 14:43 75-27-40.50 0.17 1
Bromoform <0.20 ug/L 09/24/23 14:43 75-25-20.50 0.20 1
Bromomethane <0.22 ug/L 09/24/23 14:43 74-83-95.0 0.22 1
n-Butylbenzene <0.066 ug/L 09/24/23 14:43 104-51-80.50 0.066 1
sec-Butylbenzene <0.085 ug/L 09/24/23 14:43 135-98-80.50 0.085 1
tert-Butylbenzene <0.086 ug/L 09/24/23 14:43 98-06-60.50 0.086 1
Carbon tetrachloride <0.17 ug/L 09/24/23 14:43 56-23-50.50 0.17 1
Chlorobenzene <0.085 ug/L 09/24/23 14:43 108-90-70.50 0.085 1
Chloroethane <0.17 ug/L 09/24/23 14:43 75-00-31.0 0.17 1
Chloroform <0.069 ug/L 09/24/23 14:43 67-66-30.50 0.069 1
Chloromethane <0.18 ug/L 09/24/23 14:43 74-87-31.0 0.18 1
2-Chlorotoluene <0.13 ug/L 09/24/23 14:43 95-49-80.50 0.13 1
4-Chlorotoluene <0.096 ug/L 09/24/23 14:43 106-43-40.50 0.096 1
1,2-Dibromo-3-chloropropane <0.18 ug/L 09/24/23 14:43 96-12-81.0 0.18 1
Dibromochloromethane <0.15 ug/L 09/24/23 14:43 124-48-10.50 0.15 1
1,2-Dibromoethane (EDB)<0.15 ug/L 09/24/23 14:43 106-93-40.50 0.15 1
Dibromomethane <0.19 ug/L 09/24/23 14:43 74-95-30.50 0.19 1
1,2-Dichlorobenzene <0.094 ug/L 09/24/23 14:43 95-50-10.50 0.094 1
1,3-Dichlorobenzene <0.098 ug/L 09/24/23 14:43 541-73-10.50 0.098 1
1,4-Dichlorobenzene <0.090 ug/L 09/24/23 14:43 106-46-70.50 0.090 1
Dichlorodifluoromethane <0.12 ug/L 09/24/23 14:43 75-71-80.50 0.12 1
1,1-Dichloroethane <0.056 ug/L 09/24/23 14:43 75-34-30.50 0.056 1
1,2-Dichloroethane <0.11 ug/L 09/24/23 14:43 107-06-20.50 0.11 1
1,1-Dichloroethene <0.079 ug/L 09/24/23 14:43 75-35-40.50 0.079 1
cis-1,2-Dichloroethene <0.11 ug/L 09/24/23 14:43 156-59-20.50 0.11 1
trans-1,2-Dichloroethene <0.10 ug/L 09/24/23 14:43 156-60-50.50 0.10 1
1,2-Dichloropropane <0.14 ug/L 09/24/23 14:43 78-87-50.50 0.14 1
1,3-Dichloropropane <0.085 ug/L 09/24/23 14:43 142-28-90.50 0.085 1
2,2-Dichloropropane <0.12 ug/L 09/24/23 14:43 594-20-70.50 0.12 1
1,1-Dichloropropene <0.066 ug/L 09/24/23 14:43 563-58-60.50 0.066 1
cis-1,3-Dichloropropene <0.090 ug/L 09/24/23 14:43 10061-01-50.50 0.090 1
trans-1,3-Dichloropropene <0.13 ug/L 09/24/23 14:43 10061-02-60.50 0.13 1
Diisopropyl ether <0.072 ug/L 09/24/23 14:43 108-20-30.50 0.072 1
Ethylbenzene <0.081 ug/L 09/24/23 14:43 100-41-40.50 0.081 1
Hexachloro-1,3-butadiene <0.35 ug/L 09/24/23 14:43 87-68-32.0 0.35 1
Isopropylbenzene (Cumene)<0.11 ug/L 09/24/23 14:43 98-82-80.50 0.11 1
Methylene Chloride <1.9 ug/L 09/24/23 14:43 75-09-22.0 1.9 1
Methyl-tert-butyl ether <0.053 ug/L 09/24/23 14:43 1634-04-40.50 0.053 1
Naphthalene <0.10 ug/L 09/24/23 14:43 91-20-32.0 0.10 1
n-Propylbenzene <0.10 ug/L 09/24/23 14:43 103-65-10.50 0.10 1
Styrene <0.14 ug/L 09/24/23 14:43 100-42-50.50 0.14 1
1,1,1,2-Tetrachloroethane <0.091 ug/L 09/24/23 14:43 630-20-60.50 0.091 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 09/26/2023 11:00 AM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 9 of 33
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92689233
Dellinger's Store
Sample:MW-2 Lab ID:92689233003 Collected:09/20/23 11:02 Received:09/21/23 09:05 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
1,1,2,2-Tetrachloroethane <0.074 ug/L 09/24/23 14:43 79-34-50.50 0.074 1
Tetrachloroethene <0.086 ug/L 09/24/23 14:43 127-18-40.50 0.086 1
Toluene <0.090 ug/L 09/24/23 14:43 108-88-30.50 0.090 1
1,2,3-Trichlorobenzene <0.12 ug/L 09/24/23 14:43 87-61-62.0 0.12 1
1,2,4-Trichlorobenzene <0.16 ug/L 09/24/23 14:43 120-82-12.0 0.16 1
1,1,1-Trichloroethane <0.11 ug/L 09/24/23 14:43 71-55-60.50 0.11 1
1,1,2-Trichloroethane <0.096 ug/L 09/24/23 14:43 79-00-50.50 0.096 1
Trichloroethene <0.17 ug/L 09/24/23 14:43 79-01-60.50 0.17 1
Trichlorofluoromethane <0.14 ug/L 09/24/23 14:43 75-69-41.0 0.14 1
1,2,3-Trichloropropane <0.17 ug/L 09/24/23 14:43 96-18-40.50 0.17 1
1,2,4-Trimethylbenzene <0.031 ug/L 09/24/23 14:43 95-63-60.50 0.031 1
1,3,5-Trimethylbenzene <0.071 ug/L 09/24/23 14:43 108-67-80.50 0.071 1
Vinyl chloride <0.15 ug/L 09/24/23 14:43 75-01-41.0 0.15 1
Xylene (Total)<0.094 ug/L 09/24/23 14:43 1330-20-71.0 0.094 1
m&p-Xylene <0.094 ug/L 09/24/23 14:43 179601-23-11.0 0.094 1
o-Xylene <0.14 ug/L 09/24/23 14:43 95-47-60.50 0.14 1
Surrogates
1,2-Dichloroethane-d4 (S)97 %09/24/23 14:43 17060-07-070-130 1
4-Bromofluorobenzene (S)95 %09/24/23 14:43 460-00-470-130 1
Toluene-d8 (S)101 %09/24/23 14:43 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 09/26/2023 11:00 AM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 10 of 33
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92689233
Dellinger's Store
Sample:MW-4 Lab ID:92689233004 Collected:09/20/23 11:34 Received:09/21/23 09:05 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Benzene <0.079 ug/L 09/24/23 15:01 71-43-20.50 0.079 1
Bromobenzene <0.14 ug/L 09/24/23 15:01 108-86-10.50 0.14 1
Bromochloromethane <0.094 ug/L 09/24/23 15:01 74-97-50.50 0.094 1
Bromodichloromethane <0.17 ug/L 09/24/23 15:01 75-27-40.50 0.17 1
Bromoform <0.20 ug/L 09/24/23 15:01 75-25-20.50 0.20 1
Bromomethane <0.22 ug/L 09/24/23 15:01 74-83-95.0 0.22 1
n-Butylbenzene <0.066 ug/L 09/24/23 15:01 104-51-80.50 0.066 1
sec-Butylbenzene <0.085 ug/L 09/24/23 15:01 135-98-80.50 0.085 1
tert-Butylbenzene <0.086 ug/L 09/24/23 15:01 98-06-60.50 0.086 1
Carbon tetrachloride <0.17 ug/L 09/24/23 15:01 56-23-50.50 0.17 1
Chlorobenzene <0.085 ug/L 09/24/23 15:01 108-90-70.50 0.085 1
Chloroethane <0.17 ug/L 09/24/23 15:01 75-00-31.0 0.17 1
Chloroform <0.069 ug/L 09/24/23 15:01 67-66-30.50 0.069 1
Chloromethane <0.18 ug/L 09/24/23 15:01 74-87-31.0 0.18 1
2-Chlorotoluene <0.13 ug/L 09/24/23 15:01 95-49-80.50 0.13 1
4-Chlorotoluene <0.096 ug/L 09/24/23 15:01 106-43-40.50 0.096 1
1,2-Dibromo-3-chloropropane <0.18 ug/L 09/24/23 15:01 96-12-81.0 0.18 1
Dibromochloromethane <0.15 ug/L 09/24/23 15:01 124-48-10.50 0.15 1
1,2-Dibromoethane (EDB)<0.15 ug/L 09/24/23 15:01 106-93-40.50 0.15 1
Dibromomethane <0.19 ug/L 09/24/23 15:01 74-95-30.50 0.19 1
1,2-Dichlorobenzene <0.094 ug/L 09/24/23 15:01 95-50-10.50 0.094 1
1,3-Dichlorobenzene <0.098 ug/L 09/24/23 15:01 541-73-10.50 0.098 1
1,4-Dichlorobenzene <0.090 ug/L 09/24/23 15:01 106-46-70.50 0.090 1
Dichlorodifluoromethane <0.12 ug/L 09/24/23 15:01 75-71-80.50 0.12 1
1,1-Dichloroethane <0.056 ug/L 09/24/23 15:01 75-34-30.50 0.056 1
1,2-Dichloroethane <0.11 ug/L 09/24/23 15:01 107-06-20.50 0.11 1
1,1-Dichloroethene <0.079 ug/L 09/24/23 15:01 75-35-40.50 0.079 1
cis-1,2-Dichloroethene <0.11 ug/L 09/24/23 15:01 156-59-20.50 0.11 1
trans-1,2-Dichloroethene <0.10 ug/L 09/24/23 15:01 156-60-50.50 0.10 1
1,2-Dichloropropane <0.14 ug/L 09/24/23 15:01 78-87-50.50 0.14 1
1,3-Dichloropropane <0.085 ug/L 09/24/23 15:01 142-28-90.50 0.085 1
2,2-Dichloropropane <0.12 ug/L 09/24/23 15:01 594-20-70.50 0.12 1
1,1-Dichloropropene <0.066 ug/L 09/24/23 15:01 563-58-60.50 0.066 1
cis-1,3-Dichloropropene <0.090 ug/L 09/24/23 15:01 10061-01-50.50 0.090 1
trans-1,3-Dichloropropene <0.13 ug/L 09/24/23 15:01 10061-02-60.50 0.13 1
Diisopropyl ether <0.072 ug/L 09/24/23 15:01 108-20-30.50 0.072 1
Ethylbenzene <0.081 ug/L 09/24/23 15:01 100-41-40.50 0.081 1
Hexachloro-1,3-butadiene <0.35 ug/L 09/24/23 15:01 87-68-32.0 0.35 1
Isopropylbenzene (Cumene)<0.11 ug/L 09/24/23 15:01 98-82-80.50 0.11 1
Methylene Chloride <1.9 ug/L 09/24/23 15:01 75-09-22.0 1.9 1
Methyl-tert-butyl ether 0.27J ug/L 09/24/23 15:01 1634-04-40.50 0.053 1
Naphthalene <0.10 ug/L 09/24/23 15:01 91-20-32.0 0.10 1
n-Propylbenzene <0.10 ug/L 09/24/23 15:01 103-65-10.50 0.10 1
Styrene <0.14 ug/L 09/24/23 15:01 100-42-50.50 0.14 1
1,1,1,2-Tetrachloroethane <0.091 ug/L 09/24/23 15:01 630-20-60.50 0.091 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 09/26/2023 11:00 AM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 11 of 33
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92689233
Dellinger's Store
Sample:MW-4 Lab ID:92689233004 Collected:09/20/23 11:34 Received:09/21/23 09:05 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
1,1,2,2-Tetrachloroethane <0.074 ug/L 09/24/23 15:01 79-34-50.50 0.074 1
Tetrachloroethene <0.086 ug/L 09/24/23 15:01 127-18-40.50 0.086 1
Toluene <0.090 ug/L 09/24/23 15:01 108-88-30.50 0.090 1
1,2,3-Trichlorobenzene <0.12 ug/L 09/24/23 15:01 87-61-62.0 0.12 1
1,2,4-Trichlorobenzene <0.16 ug/L 09/24/23 15:01 120-82-12.0 0.16 1
1,1,1-Trichloroethane <0.11 ug/L 09/24/23 15:01 71-55-60.50 0.11 1
1,1,2-Trichloroethane <0.096 ug/L 09/24/23 15:01 79-00-50.50 0.096 1
Trichloroethene <0.17 ug/L 09/24/23 15:01 79-01-60.50 0.17 1
Trichlorofluoromethane <0.14 ug/L 09/24/23 15:01 75-69-41.0 0.14 1
1,2,3-Trichloropropane <0.17 ug/L 09/24/23 15:01 96-18-40.50 0.17 1
1,2,4-Trimethylbenzene <0.031 ug/L 09/24/23 15:01 95-63-60.50 0.031 1
1,3,5-Trimethylbenzene <0.071 ug/L 09/24/23 15:01 108-67-80.50 0.071 1
Vinyl chloride <0.15 ug/L 09/24/23 15:01 75-01-41.0 0.15 1
Xylene (Total)<0.094 ug/L 09/24/23 15:01 1330-20-71.0 0.094 1
m&p-Xylene <0.094 ug/L 09/24/23 15:01 179601-23-11.0 0.094 1
o-Xylene <0.14 ug/L 09/24/23 15:01 95-47-60.50 0.14 1
Surrogates
1,2-Dichloroethane-d4 (S)94 %09/24/23 15:01 17060-07-070-130 1
4-Bromofluorobenzene (S)95 %09/24/23 15:01 460-00-470-130 1
Toluene-d8 (S)92 %09/24/23 15:01 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 09/26/2023 11:00 AM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 12 of 33
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92689233
Dellinger's Store
Sample:MW-5 Lab ID:92689233005 Collected:09/20/23 12:05 Received:09/21/23 09:05 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Benzene <0.079 ug/L 09/24/23 15:19 71-43-20.50 0.079 1
Bromobenzene <0.14 ug/L 09/24/23 15:19 108-86-10.50 0.14 1
Bromochloromethane <0.094 ug/L 09/24/23 15:19 74-97-50.50 0.094 1
Bromodichloromethane <0.17 ug/L 09/24/23 15:19 75-27-40.50 0.17 1
Bromoform <0.20 ug/L 09/24/23 15:19 75-25-20.50 0.20 1
Bromomethane <0.22 ug/L 09/24/23 15:19 74-83-95.0 0.22 1
n-Butylbenzene <0.066 ug/L 09/24/23 15:19 104-51-80.50 0.066 1
sec-Butylbenzene <0.085 ug/L 09/24/23 15:19 135-98-80.50 0.085 1
tert-Butylbenzene <0.086 ug/L 09/24/23 15:19 98-06-60.50 0.086 1
Carbon tetrachloride <0.17 ug/L 09/24/23 15:19 56-23-50.50 0.17 1
Chlorobenzene <0.085 ug/L 09/24/23 15:19 108-90-70.50 0.085 1
Chloroethane <0.17 ug/L 09/24/23 15:19 75-00-31.0 0.17 1
Chloroform <0.069 ug/L 09/24/23 15:19 67-66-30.50 0.069 1
Chloromethane <0.18 ug/L 09/24/23 15:19 74-87-31.0 0.18 1
2-Chlorotoluene <0.13 ug/L 09/24/23 15:19 95-49-80.50 0.13 1
4-Chlorotoluene <0.096 ug/L 09/24/23 15:19 106-43-40.50 0.096 1
1,2-Dibromo-3-chloropropane <0.18 ug/L 09/24/23 15:19 96-12-81.0 0.18 1
Dibromochloromethane <0.15 ug/L 09/24/23 15:19 124-48-10.50 0.15 1
1,2-Dibromoethane (EDB)<0.15 ug/L 09/24/23 15:19 106-93-40.50 0.15 1
Dibromomethane <0.19 ug/L 09/24/23 15:19 74-95-30.50 0.19 1
1,2-Dichlorobenzene <0.094 ug/L 09/24/23 15:19 95-50-10.50 0.094 1
1,3-Dichlorobenzene <0.098 ug/L 09/24/23 15:19 541-73-10.50 0.098 1
1,4-Dichlorobenzene <0.090 ug/L 09/24/23 15:19 106-46-70.50 0.090 1
Dichlorodifluoromethane <0.12 ug/L 09/24/23 15:19 75-71-80.50 0.12 1
1,1-Dichloroethane <0.056 ug/L 09/24/23 15:19 75-34-30.50 0.056 1
1,2-Dichloroethane <0.11 ug/L 09/24/23 15:19 107-06-20.50 0.11 1
1,1-Dichloroethene <0.079 ug/L 09/24/23 15:19 75-35-40.50 0.079 1
cis-1,2-Dichloroethene <0.11 ug/L 09/24/23 15:19 156-59-20.50 0.11 1
trans-1,2-Dichloroethene <0.10 ug/L 09/24/23 15:19 156-60-50.50 0.10 1
1,2-Dichloropropane <0.14 ug/L 09/24/23 15:19 78-87-50.50 0.14 1
1,3-Dichloropropane <0.085 ug/L 09/24/23 15:19 142-28-90.50 0.085 1
2,2-Dichloropropane <0.12 ug/L 09/24/23 15:19 594-20-70.50 0.12 1
1,1-Dichloropropene <0.066 ug/L 09/24/23 15:19 563-58-60.50 0.066 1
cis-1,3-Dichloropropene <0.090 ug/L 09/24/23 15:19 10061-01-50.50 0.090 1
trans-1,3-Dichloropropene <0.13 ug/L 09/24/23 15:19 10061-02-60.50 0.13 1
Diisopropyl ether <0.072 ug/L 09/24/23 15:19 108-20-30.50 0.072 1
Ethylbenzene <0.081 ug/L 09/24/23 15:19 100-41-40.50 0.081 1
Hexachloro-1,3-butadiene <0.35 ug/L 09/24/23 15:19 87-68-32.0 0.35 1
Isopropylbenzene (Cumene)<0.11 ug/L 09/24/23 15:19 98-82-80.50 0.11 1
Methylene Chloride <1.9 ug/L 09/24/23 15:19 75-09-22.0 1.9 1
Methyl-tert-butyl ether <0.053 ug/L 09/24/23 15:19 1634-04-40.50 0.053 1
Naphthalene <0.10 ug/L 09/24/23 15:19 91-20-32.0 0.10 1
n-Propylbenzene <0.10 ug/L 09/24/23 15:19 103-65-10.50 0.10 1
Styrene <0.14 ug/L 09/24/23 15:19 100-42-50.50 0.14 1
1,1,1,2-Tetrachloroethane <0.091 ug/L 09/24/23 15:19 630-20-60.50 0.091 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 09/26/2023 11:00 AM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 13 of 33
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92689233
Dellinger's Store
Sample:MW-5 Lab ID:92689233005 Collected:09/20/23 12:05 Received:09/21/23 09:05 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
1,1,2,2-Tetrachloroethane <0.074 ug/L 09/24/23 15:19 79-34-50.50 0.074 1
Tetrachloroethene <0.086 ug/L 09/24/23 15:19 127-18-40.50 0.086 1
Toluene <0.090 ug/L 09/24/23 15:19 108-88-30.50 0.090 1
1,2,3-Trichlorobenzene <0.12 ug/L 09/24/23 15:19 87-61-62.0 0.12 1
1,2,4-Trichlorobenzene <0.16 ug/L 09/24/23 15:19 120-82-12.0 0.16 1
1,1,1-Trichloroethane <0.11 ug/L 09/24/23 15:19 71-55-60.50 0.11 1
1,1,2-Trichloroethane <0.096 ug/L 09/24/23 15:19 79-00-50.50 0.096 1
Trichloroethene <0.17 ug/L 09/24/23 15:19 79-01-60.50 0.17 1
Trichlorofluoromethane <0.14 ug/L 09/24/23 15:19 75-69-41.0 0.14 1
1,2,3-Trichloropropane <0.17 ug/L 09/24/23 15:19 96-18-40.50 0.17 1
1,2,4-Trimethylbenzene <0.031 ug/L 09/24/23 15:19 95-63-60.50 0.031 1
1,3,5-Trimethylbenzene <0.071 ug/L 09/24/23 15:19 108-67-80.50 0.071 1
Vinyl chloride <0.15 ug/L 09/24/23 15:19 75-01-41.0 0.15 1
Xylene (Total)<0.094 ug/L 09/24/23 15:19 1330-20-71.0 0.094 1
m&p-Xylene <0.094 ug/L 09/24/23 15:19 179601-23-11.0 0.094 1
o-Xylene <0.14 ug/L 09/24/23 15:19 95-47-60.50 0.14 1
Surrogates
1,2-Dichloroethane-d4 (S)109 %09/24/23 15:19 17060-07-070-130 1
4-Bromofluorobenzene (S)97 %09/24/23 15:19 460-00-470-130 1
Toluene-d8 (S)101 %09/24/23 15:19 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 09/26/2023 11:00 AM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 14 of 33
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92689233
Dellinger's Store
Sample:MW-6 Lab ID:92689233006 Collected:09/20/23 12:46 Received:09/21/23 09:05 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Benzene <0.079 ug/L 09/24/23 15:37 71-43-20.50 0.079 1
Bromobenzene <0.14 ug/L 09/24/23 15:37 108-86-10.50 0.14 1
Bromochloromethane <0.094 ug/L 09/24/23 15:37 74-97-50.50 0.094 1
Bromodichloromethane <0.17 ug/L 09/24/23 15:37 75-27-40.50 0.17 1
Bromoform <0.20 ug/L 09/24/23 15:37 75-25-20.50 0.20 1
Bromomethane <0.22 ug/L 09/24/23 15:37 74-83-95.0 0.22 1
n-Butylbenzene <0.066 ug/L 09/24/23 15:37 104-51-80.50 0.066 1
sec-Butylbenzene <0.085 ug/L 09/24/23 15:37 135-98-80.50 0.085 1
tert-Butylbenzene <0.086 ug/L 09/24/23 15:37 98-06-60.50 0.086 1
Carbon tetrachloride <0.17 ug/L 09/24/23 15:37 56-23-50.50 0.17 1
Chlorobenzene <0.085 ug/L 09/24/23 15:37 108-90-70.50 0.085 1
Chloroethane <0.17 ug/L 09/24/23 15:37 75-00-31.0 0.17 1
Chloroform <0.069 ug/L 09/24/23 15:37 67-66-30.50 0.069 1
Chloromethane <0.18 ug/L 09/24/23 15:37 74-87-31.0 0.18 1
2-Chlorotoluene <0.13 ug/L 09/24/23 15:37 95-49-80.50 0.13 1
4-Chlorotoluene <0.096 ug/L 09/24/23 15:37 106-43-40.50 0.096 1
1,2-Dibromo-3-chloropropane <0.18 ug/L 09/24/23 15:37 96-12-81.0 0.18 1
Dibromochloromethane <0.15 ug/L 09/24/23 15:37 124-48-10.50 0.15 1
1,2-Dibromoethane (EDB)<0.15 ug/L 09/24/23 15:37 106-93-40.50 0.15 1
Dibromomethane <0.19 ug/L 09/24/23 15:37 74-95-30.50 0.19 1
1,2-Dichlorobenzene <0.094 ug/L 09/24/23 15:37 95-50-10.50 0.094 1
1,3-Dichlorobenzene <0.098 ug/L 09/24/23 15:37 541-73-10.50 0.098 1
1,4-Dichlorobenzene <0.090 ug/L 09/24/23 15:37 106-46-70.50 0.090 1
Dichlorodifluoromethane <0.12 ug/L 09/24/23 15:37 75-71-80.50 0.12 1
1,1-Dichloroethane <0.056 ug/L 09/24/23 15:37 75-34-30.50 0.056 1
1,2-Dichloroethane <0.11 ug/L 09/24/23 15:37 107-06-20.50 0.11 1
1,1-Dichloroethene <0.079 ug/L 09/24/23 15:37 75-35-40.50 0.079 1
cis-1,2-Dichloroethene <0.11 ug/L 09/24/23 15:37 156-59-20.50 0.11 1
trans-1,2-Dichloroethene <0.10 ug/L 09/24/23 15:37 156-60-50.50 0.10 1
1,2-Dichloropropane <0.14 ug/L 09/24/23 15:37 78-87-50.50 0.14 1
1,3-Dichloropropane <0.085 ug/L 09/24/23 15:37 142-28-90.50 0.085 1
2,2-Dichloropropane <0.12 ug/L 09/24/23 15:37 594-20-70.50 0.12 1
1,1-Dichloropropene <0.066 ug/L 09/24/23 15:37 563-58-60.50 0.066 1
cis-1,3-Dichloropropene <0.090 ug/L 09/24/23 15:37 10061-01-50.50 0.090 1
trans-1,3-Dichloropropene <0.13 ug/L 09/24/23 15:37 10061-02-60.50 0.13 1
Diisopropyl ether <0.072 ug/L 09/24/23 15:37 108-20-30.50 0.072 1
Ethylbenzene <0.081 ug/L 09/24/23 15:37 100-41-40.50 0.081 1
Hexachloro-1,3-butadiene <0.35 ug/L 09/24/23 15:37 87-68-32.0 0.35 1
Isopropylbenzene (Cumene)<0.11 ug/L 09/24/23 15:37 98-82-80.50 0.11 1
Methylene Chloride <1.9 ug/L 09/24/23 15:37 75-09-22.0 1.9 1
Methyl-tert-butyl ether <0.053 ug/L 09/24/23 15:37 1634-04-40.50 0.053 1
Naphthalene <0.10 ug/L 09/24/23 15:37 91-20-32.0 0.10 1
n-Propylbenzene <0.10 ug/L 09/24/23 15:37 103-65-10.50 0.10 1
Styrene <0.14 ug/L 09/24/23 15:37 100-42-50.50 0.14 1
1,1,1,2-Tetrachloroethane <0.091 ug/L 09/24/23 15:37 630-20-60.50 0.091 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 09/26/2023 11:00 AM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 15 of 33
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92689233
Dellinger's Store
Sample:MW-6 Lab ID:92689233006 Collected:09/20/23 12:46 Received:09/21/23 09:05 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
1,1,2,2-Tetrachloroethane <0.074 ug/L 09/24/23 15:37 79-34-50.50 0.074 1
Tetrachloroethene <0.086 ug/L 09/24/23 15:37 127-18-40.50 0.086 1
Toluene <0.090 ug/L 09/24/23 15:37 108-88-30.50 0.090 1
1,2,3-Trichlorobenzene <0.12 ug/L 09/24/23 15:37 87-61-62.0 0.12 1
1,2,4-Trichlorobenzene <0.16 ug/L 09/24/23 15:37 120-82-12.0 0.16 1
1,1,1-Trichloroethane <0.11 ug/L 09/24/23 15:37 71-55-60.50 0.11 1
1,1,2-Trichloroethane <0.096 ug/L 09/24/23 15:37 79-00-50.50 0.096 1
Trichloroethene <0.17 ug/L 09/24/23 15:37 79-01-60.50 0.17 1
Trichlorofluoromethane <0.14 ug/L 09/24/23 15:37 75-69-41.0 0.14 1
1,2,3-Trichloropropane <0.17 ug/L 09/24/23 15:37 96-18-40.50 0.17 1
1,2,4-Trimethylbenzene <0.031 ug/L 09/24/23 15:37 95-63-60.50 0.031 1
1,3,5-Trimethylbenzene <0.071 ug/L 09/24/23 15:37 108-67-80.50 0.071 1
Vinyl chloride <0.15 ug/L 09/24/23 15:37 75-01-41.0 0.15 1
Xylene (Total)<0.094 ug/L 09/24/23 15:37 1330-20-71.0 0.094 1
m&p-Xylene <0.094 ug/L 09/24/23 15:37 179601-23-11.0 0.094 1
o-Xylene <0.14 ug/L 09/24/23 15:37 95-47-60.50 0.14 1
Surrogates
1,2-Dichloroethane-d4 (S)100 %09/24/23 15:37 17060-07-070-130 1
4-Bromofluorobenzene (S)95 %09/24/23 15:37 460-00-470-130 1
Toluene-d8 (S)94 %09/24/23 15:37 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 09/26/2023 11:00 AM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 16 of 33
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92689233
Dellinger's Store
Sample:MW-8 Lab ID:92689233007 Collected:09/20/23 13:16 Received:09/21/23 09:05 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Benzene <0.079 ug/L 09/24/23 15:56 71-43-20.50 0.079 1
Bromobenzene <0.14 ug/L 09/24/23 15:56 108-86-10.50 0.14 1
Bromochloromethane <0.094 ug/L 09/24/23 15:56 74-97-50.50 0.094 1
Bromodichloromethane <0.17 ug/L 09/24/23 15:56 75-27-40.50 0.17 1
Bromoform <0.20 ug/L 09/24/23 15:56 75-25-20.50 0.20 1
Bromomethane <0.22 ug/L 09/24/23 15:56 74-83-95.0 0.22 1
n-Butylbenzene <0.066 ug/L 09/24/23 15:56 104-51-80.50 0.066 1
sec-Butylbenzene <0.085 ug/L 09/24/23 15:56 135-98-80.50 0.085 1
tert-Butylbenzene <0.086 ug/L 09/24/23 15:56 98-06-60.50 0.086 1
Carbon tetrachloride <0.17 ug/L 09/24/23 15:56 56-23-50.50 0.17 1
Chlorobenzene <0.085 ug/L 09/24/23 15:56 108-90-70.50 0.085 1
Chloroethane <0.17 ug/L 09/24/23 15:56 75-00-31.0 0.17 1
Chloroform <0.069 ug/L 09/24/23 15:56 67-66-30.50 0.069 1
Chloromethane <0.18 ug/L 09/24/23 15:56 74-87-31.0 0.18 1
2-Chlorotoluene <0.13 ug/L 09/24/23 15:56 95-49-80.50 0.13 1
4-Chlorotoluene <0.096 ug/L 09/24/23 15:56 106-43-40.50 0.096 1
1,2-Dibromo-3-chloropropane <0.18 ug/L 09/24/23 15:56 96-12-81.0 0.18 1
Dibromochloromethane <0.15 ug/L 09/24/23 15:56 124-48-10.50 0.15 1
1,2-Dibromoethane (EDB)<0.15 ug/L 09/24/23 15:56 106-93-40.50 0.15 1
Dibromomethane <0.19 ug/L 09/24/23 15:56 74-95-30.50 0.19 1
1,2-Dichlorobenzene <0.094 ug/L 09/24/23 15:56 95-50-10.50 0.094 1
1,3-Dichlorobenzene <0.098 ug/L 09/24/23 15:56 541-73-10.50 0.098 1
1,4-Dichlorobenzene <0.090 ug/L 09/24/23 15:56 106-46-70.50 0.090 1
Dichlorodifluoromethane <0.12 ug/L 09/24/23 15:56 75-71-80.50 0.12 1
1,1-Dichloroethane <0.056 ug/L 09/24/23 15:56 75-34-30.50 0.056 1
1,2-Dichloroethane <0.11 ug/L 09/24/23 15:56 107-06-20.50 0.11 1
1,1-Dichloroethene <0.079 ug/L 09/24/23 15:56 75-35-40.50 0.079 1
cis-1,2-Dichloroethene <0.11 ug/L 09/24/23 15:56 156-59-20.50 0.11 1
trans-1,2-Dichloroethene <0.10 ug/L 09/24/23 15:56 156-60-50.50 0.10 1
1,2-Dichloropropane <0.14 ug/L 09/24/23 15:56 78-87-50.50 0.14 1
1,3-Dichloropropane <0.085 ug/L 09/24/23 15:56 142-28-90.50 0.085 1
2,2-Dichloropropane <0.12 ug/L 09/24/23 15:56 594-20-70.50 0.12 1
1,1-Dichloropropene <0.066 ug/L 09/24/23 15:56 563-58-60.50 0.066 1
cis-1,3-Dichloropropene <0.090 ug/L 09/24/23 15:56 10061-01-50.50 0.090 1
trans-1,3-Dichloropropene <0.13 ug/L 09/24/23 15:56 10061-02-60.50 0.13 1
Diisopropyl ether <0.072 ug/L 09/24/23 15:56 108-20-30.50 0.072 1
Ethylbenzene <0.081 ug/L 09/24/23 15:56 100-41-40.50 0.081 1
Hexachloro-1,3-butadiene <0.35 ug/L 09/24/23 15:56 87-68-32.0 0.35 1
Isopropylbenzene (Cumene)<0.11 ug/L 09/24/23 15:56 98-82-80.50 0.11 1
Methylene Chloride <1.9 ug/L 09/24/23 15:56 75-09-22.0 1.9 1
Methyl-tert-butyl ether <0.053 ug/L 09/24/23 15:56 1634-04-40.50 0.053 1
Naphthalene <0.10 ug/L 09/24/23 15:56 91-20-32.0 0.10 1
n-Propylbenzene <0.10 ug/L 09/24/23 15:56 103-65-10.50 0.10 1
Styrene <0.14 ug/L 09/24/23 15:56 100-42-50.50 0.14 1
1,1,1,2-Tetrachloroethane <0.091 ug/L 09/24/23 15:56 630-20-60.50 0.091 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 09/26/2023 11:00 AM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 17 of 33
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92689233
Dellinger's Store
Sample:MW-8 Lab ID:92689233007 Collected:09/20/23 13:16 Received:09/21/23 09:05 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
1,1,2,2-Tetrachloroethane <0.074 ug/L 09/24/23 15:56 79-34-50.50 0.074 1
Tetrachloroethene <0.086 ug/L 09/24/23 15:56 127-18-40.50 0.086 1
Toluene <0.090 ug/L 09/24/23 15:56 108-88-30.50 0.090 1
1,2,3-Trichlorobenzene <0.12 ug/L 09/24/23 15:56 87-61-62.0 0.12 1
1,2,4-Trichlorobenzene <0.16 ug/L 09/24/23 15:56 120-82-12.0 0.16 1
1,1,1-Trichloroethane <0.11 ug/L 09/24/23 15:56 71-55-60.50 0.11 1
1,1,2-Trichloroethane <0.096 ug/L 09/24/23 15:56 79-00-50.50 0.096 1
Trichloroethene <0.17 ug/L 09/24/23 15:56 79-01-60.50 0.17 1
Trichlorofluoromethane <0.14 ug/L 09/24/23 15:56 75-69-41.0 0.14 1
1,2,3-Trichloropropane <0.17 ug/L 09/24/23 15:56 96-18-40.50 0.17 1
1,2,4-Trimethylbenzene <0.031 ug/L 09/24/23 15:56 95-63-60.50 0.031 1
1,3,5-Trimethylbenzene <0.071 ug/L 09/24/23 15:56 108-67-80.50 0.071 1
Vinyl chloride <0.15 ug/L 09/24/23 15:56 75-01-41.0 0.15 1
Xylene (Total)<0.094 ug/L 09/24/23 15:56 1330-20-71.0 0.094 1
m&p-Xylene <0.094 ug/L 09/24/23 15:56 179601-23-11.0 0.094 1
o-Xylene <0.14 ug/L 09/24/23 15:56 95-47-60.50 0.14 1
Surrogates
1,2-Dichloroethane-d4 (S)109 %09/24/23 15:56 17060-07-070-130 1
4-Bromofluorobenzene (S)98 %09/24/23 15:56 460-00-470-130 1
Toluene-d8 (S)93 %09/24/23 15:56 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 09/26/2023 11:00 AM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 18 of 33
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92689233
Dellinger's Store
Sample:FIELD DUPLICATE Lab ID:92689233008 Collected:09/20/23 13:20 Received:09/21/23 09:05 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Benzene <0.079 ug/L 09/24/23 17:27 71-43-20.50 0.079 1
Bromobenzene <0.14 ug/L 09/24/23 17:27 108-86-10.50 0.14 1
Bromochloromethane <0.094 ug/L 09/24/23 17:27 74-97-50.50 0.094 1
Bromodichloromethane <0.17 ug/L 09/24/23 17:27 75-27-40.50 0.17 1
Bromoform <0.20 ug/L 09/24/23 17:27 75-25-20.50 0.20 1
Bromomethane <0.22 ug/L 09/24/23 17:27 74-83-95.0 0.22 1
n-Butylbenzene <0.066 ug/L 09/24/23 17:27 104-51-80.50 0.066 1
sec-Butylbenzene <0.085 ug/L 09/24/23 17:27 135-98-80.50 0.085 1
tert-Butylbenzene <0.086 ug/L 09/24/23 17:27 98-06-60.50 0.086 1
Carbon tetrachloride <0.17 ug/L 09/24/23 17:27 56-23-50.50 0.17 1
Chlorobenzene <0.085 ug/L 09/24/23 17:27 108-90-70.50 0.085 1
Chloroethane <0.17 ug/L 09/24/23 17:27 75-00-31.0 0.17 1
Chloroform <0.069 ug/L 09/24/23 17:27 67-66-30.50 0.069 1
Chloromethane <0.18 ug/L 09/24/23 17:27 74-87-31.0 0.18 1
2-Chlorotoluene <0.13 ug/L 09/24/23 17:27 95-49-80.50 0.13 1
4-Chlorotoluene <0.096 ug/L 09/24/23 17:27 106-43-40.50 0.096 1
1,2-Dibromo-3-chloropropane <0.18 ug/L 09/24/23 17:27 96-12-81.0 0.18 1
Dibromochloromethane <0.15 ug/L 09/24/23 17:27 124-48-10.50 0.15 1
1,2-Dibromoethane (EDB)<0.15 ug/L 09/24/23 17:27 106-93-40.50 0.15 1
Dibromomethane <0.19 ug/L 09/24/23 17:27 74-95-30.50 0.19 1
1,2-Dichlorobenzene <0.094 ug/L 09/24/23 17:27 95-50-10.50 0.094 1
1,3-Dichlorobenzene <0.098 ug/L 09/24/23 17:27 541-73-10.50 0.098 1
1,4-Dichlorobenzene <0.090 ug/L 09/24/23 17:27 106-46-70.50 0.090 1
Dichlorodifluoromethane <0.12 ug/L 09/24/23 17:27 75-71-80.50 0.12 1
1,1-Dichloroethane <0.056 ug/L 09/24/23 17:27 75-34-30.50 0.056 1
1,2-Dichloroethane <0.11 ug/L 09/24/23 17:27 107-06-20.50 0.11 1
1,1-Dichloroethene <0.079 ug/L 09/24/23 17:27 75-35-40.50 0.079 1
cis-1,2-Dichloroethene <0.11 ug/L 09/24/23 17:27 156-59-20.50 0.11 1
trans-1,2-Dichloroethene <0.10 ug/L 09/24/23 17:27 156-60-50.50 0.10 1
1,2-Dichloropropane <0.14 ug/L 09/24/23 17:27 78-87-50.50 0.14 1
1,3-Dichloropropane <0.085 ug/L 09/24/23 17:27 142-28-90.50 0.085 1
2,2-Dichloropropane <0.12 ug/L 09/24/23 17:27 594-20-70.50 0.12 1
1,1-Dichloropropene <0.066 ug/L 09/24/23 17:27 563-58-60.50 0.066 1
cis-1,3-Dichloropropene <0.090 ug/L 09/24/23 17:27 10061-01-50.50 0.090 1
trans-1,3-Dichloropropene <0.13 ug/L 09/24/23 17:27 10061-02-60.50 0.13 1
Diisopropyl ether <0.072 ug/L 09/24/23 17:27 108-20-30.50 0.072 1
Ethylbenzene <0.081 ug/L 09/24/23 17:27 100-41-40.50 0.081 1
Hexachloro-1,3-butadiene <0.35 ug/L 09/24/23 17:27 87-68-32.0 0.35 1
Isopropylbenzene (Cumene)<0.11 ug/L 09/24/23 17:27 98-82-80.50 0.11 1
Methylene Chloride <1.9 ug/L 09/24/23 17:27 75-09-22.0 1.9 1
Methyl-tert-butyl ether <0.053 ug/L 09/24/23 17:27 1634-04-40.50 0.053 1
Naphthalene <0.10 ug/L 09/24/23 17:27 91-20-32.0 0.10 1
n-Propylbenzene <0.10 ug/L 09/24/23 17:27 103-65-10.50 0.10 1
Styrene <0.14 ug/L 09/24/23 17:27 100-42-50.50 0.14 1
1,1,1,2-Tetrachloroethane <0.091 ug/L 09/24/23 17:27 630-20-60.50 0.091 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 09/26/2023 11:00 AM
Pace Analytical Services, LLC
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Page 19 of 33
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92689233
Dellinger's Store
Sample:FIELD DUPLICATE Lab ID:92689233008 Collected:09/20/23 13:20 Received:09/21/23 09:05 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
1,1,2,2-Tetrachloroethane <0.074 ug/L 09/24/23 17:27 79-34-50.50 0.074 1
Tetrachloroethene <0.086 ug/L 09/24/23 17:27 127-18-40.50 0.086 1
Toluene <0.090 ug/L 09/24/23 17:27 108-88-30.50 0.090 1
1,2,3-Trichlorobenzene <0.12 ug/L 09/24/23 17:27 87-61-62.0 0.12 1
1,2,4-Trichlorobenzene <0.16 ug/L 09/24/23 17:27 120-82-12.0 0.16 1
1,1,1-Trichloroethane <0.11 ug/L 09/24/23 17:27 71-55-60.50 0.11 1
1,1,2-Trichloroethane <0.096 ug/L 09/24/23 17:27 79-00-50.50 0.096 1
Trichloroethene <0.17 ug/L 09/24/23 17:27 79-01-60.50 0.17 1
Trichlorofluoromethane <0.14 ug/L 09/24/23 17:27 75-69-41.0 0.14 1
1,2,3-Trichloropropane <0.17 ug/L 09/24/23 17:27 96-18-40.50 0.17 1
1,2,4-Trimethylbenzene <0.031 ug/L 09/24/23 17:27 95-63-60.50 0.031 1
1,3,5-Trimethylbenzene <0.071 ug/L 09/24/23 17:27 108-67-80.50 0.071 1
Vinyl chloride <0.15 ug/L 09/24/23 17:27 75-01-41.0 0.15 1
Xylene (Total)<0.094 ug/L 09/24/23 17:27 1330-20-71.0 0.094 1
m&p-Xylene <0.094 ug/L 09/24/23 17:27 179601-23-11.0 0.094 1
o-Xylene <0.14 ug/L 09/24/23 17:27 95-47-60.50 0.14 1
Surrogates
1,2-Dichloroethane-d4 (S)109 %09/24/23 17:27 17060-07-070-130 1
4-Bromofluorobenzene (S)94 %09/24/23 17:27 460-00-470-130 1
Toluene-d8 (S)94 %09/24/23 17:27 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 09/26/2023 11:00 AM
Pace Analytical Services, LLC
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Page 20 of 33
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92689233
Dellinger's Store
Sample:MW-7 Lab ID:92689233009 Collected:09/20/23 13:58 Received:09/21/23 09:05 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Benzene <0.079 ug/L 09/24/23 16:14 71-43-20.50 0.079 1
Bromobenzene <0.14 ug/L 09/24/23 16:14 108-86-10.50 0.14 1
Bromochloromethane <0.094 ug/L 09/24/23 16:14 74-97-50.50 0.094 1
Bromodichloromethane <0.17 ug/L 09/24/23 16:14 75-27-40.50 0.17 1
Bromoform <0.20 ug/L 09/24/23 16:14 75-25-20.50 0.20 1
Bromomethane <0.22 ug/L 09/24/23 16:14 74-83-95.0 0.22 1
n-Butylbenzene <0.066 ug/L 09/24/23 16:14 104-51-80.50 0.066 1
sec-Butylbenzene <0.085 ug/L 09/24/23 16:14 135-98-80.50 0.085 1
tert-Butylbenzene <0.086 ug/L 09/24/23 16:14 98-06-60.50 0.086 1
Carbon tetrachloride <0.17 ug/L 09/24/23 16:14 56-23-50.50 0.17 1
Chlorobenzene <0.085 ug/L 09/24/23 16:14 108-90-70.50 0.085 1
Chloroethane <0.17 ug/L 09/24/23 16:14 75-00-31.0 0.17 1
Chloroform <0.069 ug/L 09/24/23 16:14 67-66-30.50 0.069 1
Chloromethane <0.18 ug/L 09/24/23 16:14 74-87-31.0 0.18 1
2-Chlorotoluene <0.13 ug/L 09/24/23 16:14 95-49-80.50 0.13 1
4-Chlorotoluene <0.096 ug/L 09/24/23 16:14 106-43-40.50 0.096 1
1,2-Dibromo-3-chloropropane <0.18 ug/L 09/24/23 16:14 96-12-81.0 0.18 1
Dibromochloromethane <0.15 ug/L 09/24/23 16:14 124-48-10.50 0.15 1
1,2-Dibromoethane (EDB)<0.15 ug/L 09/24/23 16:14 106-93-40.50 0.15 1
Dibromomethane <0.19 ug/L 09/24/23 16:14 74-95-30.50 0.19 1
1,2-Dichlorobenzene <0.094 ug/L 09/24/23 16:14 95-50-10.50 0.094 1
1,3-Dichlorobenzene <0.098 ug/L 09/24/23 16:14 541-73-10.50 0.098 1
1,4-Dichlorobenzene <0.090 ug/L 09/24/23 16:14 106-46-70.50 0.090 1
Dichlorodifluoromethane <0.12 ug/L 09/24/23 16:14 75-71-80.50 0.12 1
1,1-Dichloroethane <0.056 ug/L 09/24/23 16:14 75-34-30.50 0.056 1
1,2-Dichloroethane <0.11 ug/L 09/24/23 16:14 107-06-20.50 0.11 1
1,1-Dichloroethene <0.079 ug/L 09/24/23 16:14 75-35-40.50 0.079 1
cis-1,2-Dichloroethene <0.11 ug/L 09/24/23 16:14 156-59-20.50 0.11 1
trans-1,2-Dichloroethene <0.10 ug/L 09/24/23 16:14 156-60-50.50 0.10 1
1,2-Dichloropropane <0.14 ug/L 09/24/23 16:14 78-87-50.50 0.14 1
1,3-Dichloropropane <0.085 ug/L 09/24/23 16:14 142-28-90.50 0.085 1
2,2-Dichloropropane <0.12 ug/L 09/24/23 16:14 594-20-70.50 0.12 1
1,1-Dichloropropene <0.066 ug/L 09/24/23 16:14 563-58-60.50 0.066 1
cis-1,3-Dichloropropene <0.090 ug/L 09/24/23 16:14 10061-01-50.50 0.090 1
trans-1,3-Dichloropropene <0.13 ug/L 09/24/23 16:14 10061-02-60.50 0.13 1
Diisopropyl ether <0.072 ug/L 09/24/23 16:14 108-20-30.50 0.072 1
Ethylbenzene <0.081 ug/L 09/24/23 16:14 100-41-40.50 0.081 1
Hexachloro-1,3-butadiene <0.35 ug/L 09/24/23 16:14 87-68-32.0 0.35 1
Isopropylbenzene (Cumene)<0.11 ug/L 09/24/23 16:14 98-82-80.50 0.11 1
Methylene Chloride <1.9 ug/L 09/24/23 16:14 75-09-22.0 1.9 1
Methyl-tert-butyl ether <0.053 ug/L 09/24/23 16:14 1634-04-40.50 0.053 1
Naphthalene <0.10 ug/L 09/24/23 16:14 91-20-32.0 0.10 1
n-Propylbenzene <0.10 ug/L 09/24/23 16:14 103-65-10.50 0.10 1
Styrene <0.14 ug/L 09/24/23 16:14 100-42-50.50 0.14 1
1,1,1,2-Tetrachloroethane <0.091 ug/L 09/24/23 16:14 630-20-60.50 0.091 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 09/26/2023 11:00 AM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 21 of 33
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92689233
Dellinger's Store
Sample:MW-7 Lab ID:92689233009 Collected:09/20/23 13:58 Received:09/21/23 09:05 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
1,1,2,2-Tetrachloroethane <0.074 ug/L 09/24/23 16:14 79-34-50.50 0.074 1
Tetrachloroethene <0.086 ug/L 09/24/23 16:14 127-18-40.50 0.086 1
Toluene <0.090 ug/L 09/24/23 16:14 108-88-30.50 0.090 1
1,2,3-Trichlorobenzene <0.12 ug/L 09/24/23 16:14 87-61-62.0 0.12 1
1,2,4-Trichlorobenzene <0.16 ug/L 09/24/23 16:14 120-82-12.0 0.16 1
1,1,1-Trichloroethane <0.11 ug/L 09/24/23 16:14 71-55-60.50 0.11 1
1,1,2-Trichloroethane <0.096 ug/L 09/24/23 16:14 79-00-50.50 0.096 1
Trichloroethene <0.17 ug/L 09/24/23 16:14 79-01-60.50 0.17 1
Trichlorofluoromethane <0.14 ug/L 09/24/23 16:14 75-69-41.0 0.14 1
1,2,3-Trichloropropane <0.17 ug/L 09/24/23 16:14 96-18-40.50 0.17 1
1,2,4-Trimethylbenzene <0.031 ug/L 09/24/23 16:14 95-63-60.50 0.031 1
1,3,5-Trimethylbenzene <0.071 ug/L 09/24/23 16:14 108-67-80.50 0.071 1
Vinyl chloride <0.15 ug/L 09/24/23 16:14 75-01-41.0 0.15 1
Xylene (Total)<0.094 ug/L 09/24/23 16:14 1330-20-71.0 0.094 1
m&p-Xylene <0.094 ug/L 09/24/23 16:14 179601-23-11.0 0.094 1
o-Xylene <0.14 ug/L 09/24/23 16:14 95-47-60.50 0.14 1
Surrogates
1,2-Dichloroethane-d4 (S)105 %09/24/23 16:14 17060-07-070-130 1
4-Bromofluorobenzene (S)88 %09/24/23 16:14 460-00-470-130 1
Toluene-d8 (S)104 %09/24/23 16:14 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 09/26/2023 11:00 AM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 22 of 33
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92689233
Dellinger's Store
Sample:DMW-1 Lab ID:92689233010 Collected:09/20/23 14:58 Received:09/21/23 09:05 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Benzene <0.079 ug/L 09/24/23 16:32 71-43-20.50 0.079 1
Bromobenzene <0.14 ug/L 09/24/23 16:32 108-86-10.50 0.14 1
Bromochloromethane <0.094 ug/L 09/24/23 16:32 74-97-50.50 0.094 1
Bromodichloromethane <0.17 ug/L 09/24/23 16:32 75-27-40.50 0.17 1
Bromoform <0.20 ug/L 09/24/23 16:32 75-25-20.50 0.20 1
Bromomethane <0.22 ug/L 09/24/23 16:32 74-83-95.0 0.22 1
n-Butylbenzene <0.066 ug/L 09/24/23 16:32 104-51-80.50 0.066 1
sec-Butylbenzene <0.085 ug/L 09/24/23 16:32 135-98-80.50 0.085 1
tert-Butylbenzene <0.086 ug/L 09/24/23 16:32 98-06-60.50 0.086 1
Carbon tetrachloride <0.17 ug/L 09/24/23 16:32 56-23-50.50 0.17 1
Chlorobenzene <0.085 ug/L 09/24/23 16:32 108-90-70.50 0.085 1
Chloroethane <0.17 ug/L 09/24/23 16:32 75-00-31.0 0.17 1
Chloroform <0.069 ug/L 09/24/23 16:32 67-66-30.50 0.069 1
Chloromethane <0.18 ug/L 09/24/23 16:32 74-87-31.0 0.18 1
2-Chlorotoluene <0.13 ug/L 09/24/23 16:32 95-49-80.50 0.13 1
4-Chlorotoluene <0.096 ug/L 09/24/23 16:32 106-43-40.50 0.096 1
1,2-Dibromo-3-chloropropane <0.18 ug/L 09/24/23 16:32 96-12-81.0 0.18 1
Dibromochloromethane <0.15 ug/L 09/24/23 16:32 124-48-10.50 0.15 1
1,2-Dibromoethane (EDB)<0.15 ug/L 09/24/23 16:32 106-93-40.50 0.15 1
Dibromomethane <0.19 ug/L 09/24/23 16:32 74-95-30.50 0.19 1
1,2-Dichlorobenzene <0.094 ug/L 09/24/23 16:32 95-50-10.50 0.094 1
1,3-Dichlorobenzene <0.098 ug/L 09/24/23 16:32 541-73-10.50 0.098 1
1,4-Dichlorobenzene <0.090 ug/L 09/24/23 16:32 106-46-70.50 0.090 1
Dichlorodifluoromethane <0.12 ug/L 09/24/23 16:32 75-71-80.50 0.12 1
1,1-Dichloroethane <0.056 ug/L 09/24/23 16:32 75-34-30.50 0.056 1
1,2-Dichloroethane <0.11 ug/L 09/24/23 16:32 107-06-20.50 0.11 1
1,1-Dichloroethene <0.079 ug/L 09/24/23 16:32 75-35-40.50 0.079 1
cis-1,2-Dichloroethene <0.11 ug/L 09/24/23 16:32 156-59-20.50 0.11 1
trans-1,2-Dichloroethene <0.10 ug/L 09/24/23 16:32 156-60-50.50 0.10 1
1,2-Dichloropropane <0.14 ug/L 09/24/23 16:32 78-87-50.50 0.14 1
1,3-Dichloropropane <0.085 ug/L 09/24/23 16:32 142-28-90.50 0.085 1
2,2-Dichloropropane <0.12 ug/L 09/24/23 16:32 594-20-70.50 0.12 1
1,1-Dichloropropene <0.066 ug/L 09/24/23 16:32 563-58-60.50 0.066 1
cis-1,3-Dichloropropene <0.090 ug/L 09/24/23 16:32 10061-01-50.50 0.090 1
trans-1,3-Dichloropropene <0.13 ug/L 09/24/23 16:32 10061-02-60.50 0.13 1
Diisopropyl ether <0.072 ug/L 09/24/23 16:32 108-20-30.50 0.072 1
Ethylbenzene <0.081 ug/L 09/24/23 16:32 100-41-40.50 0.081 1
Hexachloro-1,3-butadiene <0.35 ug/L 09/24/23 16:32 87-68-32.0 0.35 1
Isopropylbenzene (Cumene)<0.11 ug/L 09/24/23 16:32 98-82-80.50 0.11 1
Methylene Chloride <1.9 ug/L 09/24/23 16:32 75-09-22.0 1.9 1
Methyl-tert-butyl ether <0.053 ug/L 09/24/23 16:32 1634-04-40.50 0.053 1
Naphthalene <0.10 ug/L 09/24/23 16:32 91-20-32.0 0.10 1
n-Propylbenzene <0.10 ug/L 09/24/23 16:32 103-65-10.50 0.10 1
Styrene <0.14 ug/L 09/24/23 16:32 100-42-50.50 0.14 1
1,1,1,2-Tetrachloroethane <0.091 ug/L 09/24/23 16:32 630-20-60.50 0.091 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 09/26/2023 11:00 AM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 23 of 33
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92689233
Dellinger's Store
Sample:DMW-1 Lab ID:92689233010 Collected:09/20/23 14:58 Received:09/21/23 09:05 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
1,1,2,2-Tetrachloroethane <0.074 ug/L 09/24/23 16:32 79-34-50.50 0.074 1
Tetrachloroethene <0.086 ug/L 09/24/23 16:32 127-18-40.50 0.086 1
Toluene <0.090 ug/L 09/24/23 16:32 108-88-30.50 0.090 1
1,2,3-Trichlorobenzene <0.12 ug/L 09/24/23 16:32 87-61-62.0 0.12 1
1,2,4-Trichlorobenzene <0.16 ug/L 09/24/23 16:32 120-82-12.0 0.16 1
1,1,1-Trichloroethane <0.11 ug/L 09/24/23 16:32 71-55-60.50 0.11 1
1,1,2-Trichloroethane <0.096 ug/L 09/24/23 16:32 79-00-50.50 0.096 1
Trichloroethene <0.17 ug/L 09/24/23 16:32 79-01-60.50 0.17 1
Trichlorofluoromethane <0.14 ug/L 09/24/23 16:32 75-69-41.0 0.14 1
1,2,3-Trichloropropane <0.17 ug/L 09/24/23 16:32 96-18-40.50 0.17 1
1,2,4-Trimethylbenzene <0.031 ug/L 09/24/23 16:32 95-63-60.50 0.031 1
1,3,5-Trimethylbenzene <0.071 ug/L 09/24/23 16:32 108-67-80.50 0.071 1
Vinyl chloride <0.15 ug/L 09/24/23 16:32 75-01-41.0 0.15 1
Xylene (Total)<0.094 ug/L 09/24/23 16:32 1330-20-71.0 0.094 1
m&p-Xylene <0.094 ug/L 09/24/23 16:32 179601-23-11.0 0.094 1
o-Xylene <0.14 ug/L 09/24/23 16:32 95-47-60.50 0.14 1
Surrogates
1,2-Dichloroethane-d4 (S)106 %09/24/23 16:32 17060-07-070-130 1
4-Bromofluorobenzene (S)93 %09/24/23 16:32 460-00-470-130 1
Toluene-d8 (S)92 %09/24/23 16:32 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 09/26/2023 11:00 AM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 24 of 33
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92689233
Dellinger's Store
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:
801492
SM 6200B
SM 6200B
6200B MSV
Laboratory:Pace Analytical Services - Charlotte
Associated Lab Samples:92689233001, 92689233002, 92689233003, 92689233004, 92689233005, 92689233006, 92689233007,
92689233008, 92689233009, 92689233010
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:4151732
Associated Lab Samples:92689233001, 92689233002, 92689233003, 92689233004, 92689233005, 92689233006, 92689233007,
92689233008, 92689233009, 92689233010
Matrix:Water
AnalyzedMDL
1,1,1,2-Tetrachloroethane ug/L <0.091 0.50 09/24/23 13:480.091
1,1,1-Trichloroethane ug/L <0.11 0.50 09/24/23 13:480.11
1,1,2,2-Tetrachloroethane ug/L <0.074 0.50 09/24/23 13:480.074
1,1,2-Trichloroethane ug/L <0.096 0.50 09/24/23 13:480.096
1,1-Dichloroethane ug/L <0.056 0.50 09/24/23 13:480.056
1,1-Dichloroethene ug/L <0.079 0.50 09/24/23 13:480.079
1,1-Dichloropropene ug/L <0.066 0.50 09/24/23 13:480.066
1,2,3-Trichlorobenzene ug/L <0.12 2.0 09/24/23 13:480.12
1,2,3-Trichloropropane ug/L <0.17 0.50 09/24/23 13:480.17
1,2,4-Trichlorobenzene ug/L <0.16 2.0 09/24/23 13:480.16
1,2,4-Trimethylbenzene ug/L <0.031 0.50 09/24/23 13:480.031
1,2-Dibromo-3-chloropropane ug/L <0.18 1.0 09/24/23 13:480.18
1,2-Dibromoethane (EDB)ug/L <0.15 0.50 09/24/23 13:480.15
1,2-Dichlorobenzene ug/L <0.094 0.50 09/24/23 13:480.094
1,2-Dichloroethane ug/L <0.11 0.50 09/24/23 13:480.11
1,2-Dichloropropane ug/L <0.14 0.50 09/24/23 13:480.14
1,3,5-Trimethylbenzene ug/L <0.071 0.50 09/24/23 13:480.071
1,3-Dichlorobenzene ug/L <0.098 0.50 09/24/23 13:480.098
1,3-Dichloropropane ug/L <0.085 0.50 09/24/23 13:480.085
1,4-Dichlorobenzene ug/L <0.090 0.50 09/24/23 13:480.090
2,2-Dichloropropane ug/L <0.12 0.50 09/24/23 13:480.12
2-Chlorotoluene ug/L <0.13 0.50 09/24/23 13:480.13
4-Chlorotoluene ug/L <0.096 0.50 09/24/23 13:480.096
Benzene ug/L <0.079 0.50 09/24/23 13:480.079
Bromobenzene ug/L <0.14 0.50 09/24/23 13:480.14
Bromochloromethane ug/L <0.094 0.50 09/24/23 13:480.094
Bromodichloromethane ug/L <0.17 0.50 09/24/23 13:480.17
Bromoform ug/L <0.20 0.50 09/24/23 13:480.20
Bromomethane ug/L <0.22 5.0 09/24/23 13:480.22
Carbon tetrachloride ug/L <0.17 0.50 09/24/23 13:480.17
Chlorobenzene ug/L <0.085 0.50 09/24/23 13:480.085
Chloroethane ug/L <0.17 1.0 09/24/23 13:480.17
Chloroform ug/L <0.069 0.50 09/24/23 13:480.069
Chloromethane ug/L <0.18 1.0 09/24/23 13:480.18
cis-1,2-Dichloroethene ug/L <0.11 0.50 09/24/23 13:480.11
cis-1,3-Dichloropropene ug/L <0.090 0.50 09/24/23 13:480.090
Dibromochloromethane ug/L <0.15 0.50 09/24/23 13:480.15
Dibromomethane ug/L <0.19 0.50 09/24/23 13:480.19
Dichlorodifluoromethane ug/L <0.12 0.50 09/24/23 13:480.12
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 09/26/2023 11:00 AM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 25 of 33
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92689233
Dellinger's Store
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:4151732
Associated Lab Samples:92689233001, 92689233002, 92689233003, 92689233004, 92689233005, 92689233006, 92689233007,
92689233008, 92689233009, 92689233010
Matrix:Water
AnalyzedMDL
Diisopropyl ether ug/L <0.072 0.50 09/24/23 13:480.072
Ethylbenzene ug/L <0.081 0.50 09/24/23 13:480.081
Hexachloro-1,3-butadiene ug/L <0.35 2.0 09/24/23 13:480.35
Isopropylbenzene (Cumene)ug/L <0.11 0.50 09/24/23 13:480.11
m&p-Xylene ug/L <0.094 1.0 09/24/23 13:480.094
Methyl-tert-butyl ether ug/L <0.053 0.50 09/24/23 13:480.053
Methylene Chloride ug/L <1.9 2.0 09/24/23 13:481.9
n-Butylbenzene ug/L <0.066 0.50 09/24/23 13:480.066
n-Propylbenzene ug/L <0.10 0.50 09/24/23 13:480.10
Naphthalene ug/L <0.10 2.0 09/24/23 13:480.10
o-Xylene ug/L <0.14 0.50 09/24/23 13:480.14
sec-Butylbenzene ug/L <0.085 0.50 09/24/23 13:480.085
Styrene ug/L <0.14 0.50 09/24/23 13:480.14
tert-Butylbenzene ug/L <0.086 0.50 09/24/23 13:480.086
Tetrachloroethene ug/L <0.086 0.50 09/24/23 13:480.086
Toluene ug/L <0.090 0.50 09/24/23 13:480.090
trans-1,2-Dichloroethene ug/L <0.10 0.50 09/24/23 13:480.10
trans-1,3-Dichloropropene ug/L <0.13 0.50 09/24/23 13:480.13
Trichloroethene ug/L <0.17 0.50 09/24/23 13:480.17
Trichlorofluoromethane ug/L <0.14 1.0 09/24/23 13:480.14
Vinyl chloride ug/L <0.15 1.0 09/24/23 13:480.15
Xylene (Total)ug/L <0.094 1.0 09/24/23 13:480.094
1,2-Dichloroethane-d4 (S)%100 70-130 09/24/23 13:48
4-Bromofluorobenzene (S)%97 70-130 09/24/23 13:48
Toluene-d8 (S)%95 70-130 09/24/23 13:48
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
4151733LABORATORY CONTROL SAMPLE:
LCSSpike
1,1,1,2-Tetrachloroethane ug/L 22.420 112 60-140
1,1,1-Trichloroethane ug/L 21.320 106 60-140
1,1,2,2-Tetrachloroethane ug/L 22.720 114 60-140
1,1,2-Trichloroethane ug/L 22.920 115 60-140
1,1-Dichloroethane ug/L 20.020 100 60-140
1,1-Dichloroethene ug/L 20.720 104 60-140
1,1-Dichloropropene ug/L 23.620 118 60-140
1,2,3-Trichlorobenzene ug/L 21.420 107 60-140
1,2,3-Trichloropropane ug/L 21.320 107 60-140
1,2,4-Trichlorobenzene ug/L 22.020 110 60-140
1,2,4-Trimethylbenzene ug/L 22.320 112 60-140
1,2-Dibromo-3-chloropropane ug/L 21.620 108 60-140
1,2-Dibromoethane (EDB)ug/L 23.320 117 60-140
1,2-Dichlorobenzene ug/L 21.520 107 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: 09/26/2023 11:00 AM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 26 of 33
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92689233
Dellinger's Store
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.
4151733LABORATORY CONTROL SAMPLE:
LCSSpike
1,2-Dichloroethane ug/L 20.720 103 60-140
1,2-Dichloropropane ug/L 22.520 112 60-140
1,3,5-Trimethylbenzene ug/L 22.520 112 60-140
1,3-Dichlorobenzene ug/L 21.520 107 60-140
1,3-Dichloropropane ug/L 21.420 107 60-140
1,4-Dichlorobenzene ug/L 20.820 104 60-140
2,2-Dichloropropane ug/L 20.720 103 60-140
2-Chlorotoluene ug/L 20.920 104 60-140
4-Chlorotoluene ug/L 21.320 106 60-140
Benzene ug/L 22.520 112 60-140
Bromobenzene ug/L 21.120 106 60-140
Bromochloromethane ug/L 21.120 106 60-140
Bromodichloromethane ug/L 21.220 106 60-140
Bromoform ug/L 22.520 112 60-140
Bromomethane ug/L 18.020 90 60-140
Carbon tetrachloride ug/L 22.520 112 60-140
Chlorobenzene ug/L 21.120 106 60-140
Chloroethane ug/L 18.420 92 60-140
Chloroform ug/L 20.220 101 60-140
Chloromethane ug/L 20.520 103 60-140
cis-1,2-Dichloroethene ug/L 21.020 105 60-140
cis-1,3-Dichloropropene ug/L 22.920 114 60-140
Dibromochloromethane ug/L 22.720 114 60-140
Dibromomethane ug/L 21.820 109 60-140
Dichlorodifluoromethane ug/L 18.020 90 60-140
Diisopropyl ether ug/L 20.720 103 60-140
Ethylbenzene ug/L 20.920 105 60-140
Hexachloro-1,3-butadiene ug/L 22.420 112 60-140
Isopropylbenzene (Cumene)ug/L 22.620 113 60-140
m&p-Xylene ug/L 43.440 108 60-140
Methyl-tert-butyl ether ug/L 19.620 98 60-140
Methylene Chloride ug/L 19.320 97 60-140
n-Butylbenzene ug/L 22.620 113 60-140
n-Propylbenzene ug/L 20.920 105 60-140
Naphthalene ug/L 19.020 95 60-140
o-Xylene ug/L 22.920 115 60-140
sec-Butylbenzene ug/L 21.720 108 60-140
Styrene ug/L 19.920 99 60-140
tert-Butylbenzene ug/L 17.520 88 60-140
Tetrachloroethene ug/L 22.320 112 60-140
Toluene ug/L 21.420 107 60-140
trans-1,2-Dichloroethene ug/L 20.120 100 60-140
trans-1,3-Dichloropropene ug/L 20.320 101 60-140
Trichloroethene ug/L 22.020 110 60-140
Trichlorofluoromethane ug/L 18.420 92 60-140
Vinyl chloride ug/L 18.020 90 60-140
Xylene (Total)ug/L 66.360 110 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: 09/26/2023 11:00 AM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 27 of 33
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92689233
Dellinger's Store
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.
4151733LABORATORY CONTROL SAMPLE:
LCSSpike
1,2-Dichloroethane-d4 (S)%97 70-130
4-Bromofluorobenzene (S)%102 70-130
Toluene-d8 (S)%101 70-130
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
4151734MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92689233001
4151735
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
1,1,1,2-Tetrachloroethane ug/L 20 134 60-140138 3 3020<0.091 26.9 27.6
1,1,1-Trichloroethane ug/L M12014360-140136 5 3020<0.11 28.7 27.2
1,1,2,2-Tetrachloroethane ug/L 20 132 60-140136 4 3020<0.074 26.3 27.3
1,1,2-Trichloroethane ug/L 20 128 60-140133 4 3020<0.096 25.6 26.6
1,1-Dichloroethane ug/L 20 138 60-140135 2 3020<0.056 27.7 27.1
1,1-Dichloroethene ug/L M12013160-140143 9 3020<0.079 26.2 28.5
1,1-Dichloropropene ug/L M12015860-140152 4 3020<0.066 31.7 30.4
1,2,3-Trichlorobenzene ug/L M12012960-140149 14 3020<0.12 25.9 29.8
1,2,3-Trichloropropane ug/L 20 125 60-140128 3 3020<0.17 24.9 25.5
1,2,4-Trichlorobenzene ug/L 20 129 60-140139 7 3020<0.16 25.8 27.8
1,2,4-Trimethylbenzene ug/L 20 137 60-140140 2 3020<0.031 27.5 28.1
1,2-Dibromo-3-
chloropropane ug/L M12012660-140149 17 3020<0.18 25.2 29.9
1,2-Dibromoethane (EDB)ug/L M12013660-140142 4 3020<0.15 27.2 28.4
1,2-Dichlorobenzene ug/L 20 129 60-140137 6 3020<0.094 25.7 27.3
1,2-Dichloroethane ug/L 20 125 60-140129 3 3020<0.11 24.9 25.7
1,2-Dichloropropane ug/L 20 120 60-140125 4 3020<0.14 24.0 25.0
1,3,5-Trimethylbenzene ug/L M12013960-140163 16 3020<0.071 27.8 32.6
1,3-Dichlorobenzene ug/L 20 131 60-140132 1 3020<0.098 26.2 26.3
1,3-Dichloropropane ug/L 20 127 60-140134 5 3020<0.085 25.5 26.7
1,4-Dichlorobenzene ug/L 20 125 60-140128 2 3020<0.090 25.1 25.7
2,2-Dichloropropane ug/L M12014460-140137 5 3020<0.12 28.7 27.4
2-Chlorotoluene ug/L M12012860-140152 16 3020<0.13 25.7 30.3
4-Chlorotoluene ug/L M12013160-140153 15 3020<0.096 26.3 30.5
Benzene ug/L 20 134 60-140135 1 3020<0.079 26.8 27.0
Bromobenzene ug/L M12012860-140148 15 3020<0.14 25.6 29.7
Bromochloromethane ug/L 20 136 60-140133 2 3020<0.094 27.1 26.5
Bromodichloromethane ug/L 20 109 60-140109 0 3020<0.17 21.8 21.8
Bromoform ug/L 20 132 60-140134 2 3020<0.20 26.3 26.8
Bromomethane ug/L 20 131 60-140121 8 3020<0.22 26.3 24.3
Carbon tetrachloride ug/L M12014460-140135 7 3020<0.17 28.8 27.0
Chlorobenzene ug/L 20 128 60-140130 2 3020<0.085 25.5 26.0
Chloroethane ug/L 20 136 60-140120 12 3020<0.17 27.2 24.1
Chloroform ug/L 20 138 60-140132 4 3020<0.069 27.7 26.5
Chloromethane ug/L 20 129 60-140124 4 3020<0.18 25.8 24.7
cis-1,2-Dichloroethene ug/L M12014160-140136 3 3020<0.11 28.2 27.3
cis-1,3-Dichloropropene ug/L 20 134 60-140134 0 3020<0.090 26.8 26.7
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 09/26/2023 11:00 AM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 28 of 33
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92689233
Dellinger's Store
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.
4151734MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92689233001
4151735
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Dibromochloromethane ug/L 20 136 60-140139 2 3020<0.15 27.2 27.8
Dibromomethane ug/L 20 116 60-140122 6 3020<0.19 23.1 24.4
Dichlorodifluoromethane ug/L 20 134 60-140135 0 3020<0.12 26.9 26.9
Diisopropyl ether ug/L M12014160-140139 1 3020<0.072 28.2 27.9
Ethylbenzene ug/L 20 126 60-140131 4 3020<0.081 25.2 26.1
Hexachloro-1,3-butadiene ug/L M12013660-140147 8 3020<0.35 27.2 29.4
Isopropylbenzene
(Cumene)ug/L M12014060-140143 2 3020<0.11 28.1 28.6
m&p-Xylene ug/L 40 132 60-140136 3 3040<0.094 52.7 54.4
Methyl-tert-butyl ether ug/L 20 136 60-140134 2 3020<0.053 27.1 26.7
Methylene Chloride ug/L 20 126 60-140129 2 3020<1.9 25.2 25.7
n-Butylbenzene ug/L M12014360-140150 4 3020<0.066 28.6 29.9
n-Propylbenzene ug/L M12013060-140154 17 3020<0.10 26.0 30.8
Naphthalene ug/L 20 119 60-140132 10 3020<0.10 23.8 26.3
o-Xylene ug/L 20 131 60-140136 4 3020<0.14 26.1 27.2
sec-Butylbenzene ug/L 20 135 60-140136 1 3020<0.085 27.0 27.3
Styrene ug/L 20 117 60-140122 4 3020<0.14 23.5 24.5
tert-Butylbenzene ug/L 20 111 60-140111 0 3020<0.086 22.2 22.2
Tetrachloroethene ug/L 20 133 60-140137 3 3020<0.086 26.6 27.4
Toluene ug/L 20 122 60-140129 5 3020<0.090 24.5 25.8
trans-1,2-Dichloroethene ug/L M12014460-140140 2 3020<0.10 28.7 28.0
trans-1,3-Dichloropropene ug/L 20 113 60-140118 5 3020<0.13 22.6 23.7
Trichloroethene ug/L 20 136 60-140139 2 3020<0.17 27.1 27.8
Trichlorofluoromethane ug/L M12014360-140131 9 3020<0.14 28.7 26.1
Vinyl chloride ug/L 20 122 60-140120 2 3020<0.15 24.5 23.9
Xylene (Total)ug/L 60 131 60-140136 3 3060<0.094 78.8 81.6
1,2-Dichloroethane-d4 (S)%94 70-13097
4-Bromofluorobenzene (S)%101 70-130102
Toluene-d8 (S)%100 70-13096
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 09/26/2023 11:00 AM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 29 of 33
#=QL#
QUALIFIERS
Pace Project No.:
Project:
92689233
Dellinger's Store
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
Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.M1
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 09/26/2023 11:00 AM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 30 of 33
#=CR#
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Pace Project No.:
Project:
92689233
Dellinger's Store
Lab ID Sample ID QC Batch Method QC Batch Analytical Method
Analytical
Batch
92689233001 801492MW-3 SM 6200B
92689233002 801492MW-1 SM 6200B
92689233003 801492MW-2 SM 6200B
92689233004 801492MW-4 SM 6200B
92689233005 801492MW-5 SM 6200B
92689233006 801492MW-6 SM 6200B
92689233007 801492MW-8 SM 6200B
92689233008 801492FIELD DUPLICATE SM 6200B
92689233009 801492MW-7 SM 6200B
92689233010 801492DMW-1 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: 09/26/2023 11:00 AM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 31 of 33
Page 32 of 33
Page 33 of 33

APPENDIX C

ESP Corporate Office
3475 Lakemont Boulevard
Fort Mill, SC 29708
803.802.2440

Mailing Address: P.O. Box 7030 Charlotte, NC 28241
800.960.7317 | www.espassociates.com

Concord
7144 Weddington Rd. NW
Suite 110
Concord, NC 28027
704.793.9855

Cornelius
20484 Chartwell Center Dr.
Suite D
Cornelius, NC 28031
704.649.2863

Raleigh
2200 Gateway Centre Blvd.
Suite 216
Morrisville, NC 27560
919.678.1070

Greensboro
7011 Albert Pick Rd
Suite E
Greensboro, NC 27409
336.334.7724

Wilmington
211 Racine Drive
Suite 101
Wilmington, NC 28403
910.313.6648

Charleston
2154 North Center Street
Suite E-503
North Charleston, SC 29406
843.714.2040

Nashville
500 Wilson Pike Circle
Suite 310
Brentwood, TN 37027
615.760.8300

Pittsburgh
One Williamsburg Place
Suite G-5, Box 13
Warrendale, PA 15086
724.462.6606
Bradenton
518 13th Street
West Bradenton, FL 34205
941.345.5451

Indianapolis
8673 Bash Street
Indianapolis, IN 46256
317.537.6979

Albuquerque
1203 West Ella Drive
Corrales, NM 87048
505.314.1322

Birmingham
291 Cahaba Valley Parkway North Suite A
Pelham, AL 35124
205.664.8498

Vickrey & Associates, LLC - An ESP Company

San Antonio
12970 Country Parkway
San Antonio TX 78216
210.349.3271

Austin
3600 West Parmer Lane
Suite 175
Austin, TX 78727
512.494.8014

McAllen
1216 East Jasmine Avenue
Suite C
McAllen, TX 78501
956.340.0045