FA-3792_29723_CA_MRP_20221221

3502 Hayes Road • Monroe, North Carolina 28110
113 West Firetower Road, Suite G • Winterville, North Carolina 28590
Phone [phone] • [phone] • Fax [phone]
December 22, 2022

Mr. Mike Haseltine
NCDEQ-UST Section
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405

Re: Soil and Ground Water Monitoring Report
November 2022
Eastwood Service Station
156 Lea Road
West End, Moore County
North Carolina
Facility ID Number: 00-0-0000032960
Incident Number: 29723
GRI Project No: 3058

Dear Mr. Haseltine,

Please find enclosed, the referenced report for the abovementioned site.
If you have any questions, please contact William Regenthal at 704-845-4010.

Sincerely,
Geological Resources, Inc.

Leslie Maxtone-Graham
Administrative Assistant

Enclosure

Cc: Mr. Frank McNeill, Jr.; McNeill Oil Company, Inc., file

3502 Hayes Road • Monroe, North Carolina 28110
113 West Firetower Road, Suite G • Winterville, North Carolina 28590
Phone [phone] • [phone] • Fax [phone]
Engineering Certification: C-2727 • Geology Certification: C-127
Soil and Ground Water Monitoring Report
November 2022
Eastwood Service Station
156 Lea Road
West End, Moore County
North Carolina
Facility ID Number: 00-0-0000032960
Incident Number: 29723
GRI Project Number: 3058

Prepared for:

Mr. Frank McNeill, Jr.
McNeill Oil Company, Inc.
Post Office Box 396
Aberdeen, NC 28315

December 21, 2022

William Regenthal, P.G.
Project Manager
Colton Coolbaugh
Staff Scientist

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Soil and Ground Water Monitoring Report
Prepared on: December 21, 2022 Eastwood Service Station
Project Manager: William Regenthal, P.G. GRI Project No. 3058
i
SITE INFORMATION
1. Site Identification
 Eastwood Service Station (Facility ID 00-0-0000032960)
 Incident Number 29723 – High Risk (H240D)
 Location of Source Area: 156 Lea Road
West End, NC 28314
Moore County
35.252028°N, 79.444500°W (Topographical Map)
2. Information about Contacts Associated with the Leaking UST System

UST Owner
McNeill Oil Company, Inc.
Post Office Box 396
Aberdeen, NC 28315
[e-mail]
910-944-2329

UST Operator
McNeill Oil Company, Inc.
Post Office Box 396
Aberdeen, NC 28315
[e-mail]
910-944-2329

Property Owner
Eve C. Williamson
841 Esther Road
West End, NC 27376
[e-mail]
Phone No. Unknown

Property Occupant
Eastwood Service Station
156 Lea Road
West End, NC 28314
Email Unknown
910-295-5648

Consultant/Contractor
Geological Resources, Inc.
3502 Hayes Road
Monroe, NC 28110
[e-mail]
704-845-4010

Analytical Laboratory
SGS North America
4405 Vineland Road, Suite C-15
Orlando, Fl 32811
State Certification No. 573
407-425-6700
3. Information about Release
 Release was discovered in September 2011
 An unknown amount of product was released from the leaking UST System
 Three 6,000-gallon gasoline USTs were removed from the site in August 29, 2011. Two 8,000-
gallon gasoline, one 4,000-gallon gasoline, three 1,000-gallon gasoline and one 550-gallon
kerosene USTs were removed by Quality Oil Company, Inc. of Winston-Salem on November 20,
1989. UST Incident Number 8135 was issued for this UST system.

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Soil and Ground Water Monitoring Report
Prepared on: December 21, 2022 Eastwood Service Station
Project Manager: William Regenthal, P.G. GRI Project No. 3058
ii
EXECUTIVE SUMMARY
Eastwood Service Station is located at 156 Lea Road in West End, Moore County, North Carolina. The site
is currently owned by Eve Williamson and is operated as an automotive service center. A petroleum
release occurred from a UST system consisting of three 6,000-gallon gasoline USTs. The former UST
system was owned by McNeill Oil Company. The system was removed from the site on August 29, 2011,
and UST Incident Number 29723 was issued by NCDEQ. A former UST system consisting of two 8,000-
gallon gasoline, one 4,000-gallon gasoline, three 1,000-gallon gasoline and one 550-gallon kerosene USTs
owned by Quality Oil Company, Inc. of Winston-Salem was removed from the site in November 1989. UST
Incident Number 8135 was issued by NCDEQ. The adjoining properties are residential and commercial.
The site risk classification is currently high risk due to the presence of potable water supply wells within a
1,000-foot radius of the site. A total of nine Type II and one Type III monitoring wells have been installed
during past assessment activities. Free product was observed at the site in MW-4 during past site
activities.

On November 9, 2022, seven soil borings were advanced to 15 feet BGS, across the site. Twenty-eight soil
samples were collected during soil characterization activities. Concentrations of TPH-GRO and/or TPH-
DRO that exceeded the RALs in all samples except SB-15-1’, SB-15-3’, and SB-16-3’.

On November 15, 2022, eight Type II monitoring wells, one Type III monitoring well and one water supply
well were gauged, purged and/or sampled in accordance with NCDEQ guidelines. A free product thickness
of 0.02 feet was observed in MW-4. Concentrations of benzene, ethylbenzene, xylenes, naphthalene, p-
isopropyltoluene, and/or 1,2,4-trimethylbenzene that exceeded the MACs were reported in the ground
water sample collected from MW-6. Concentrations of bromodichloromethane, dibromochloromethane
and bromoform that exceeded the MACs were reported in the ground water sample collected from WSW-
1. These constituents are consistent with water treatment activities. All of the reported contaminant
concentrations were less than the GCLs.

Based on this information, the risk classification for the site should remain high risk. Due to the continued
presence of free product at this site, excavation activities targeting soil between 8 and 15 feet BGS in the
vicinity of SB-13 through SB-17 should be conducted. Additionally, GPR should be conducted in the vicinity
of MW-6 in order to determine if an unknown source is contributing to contamination in that well. The
next semi-annual sampling event is tentatively scheduled for May 2023.

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Soil and Ground Water Monitoring Report
Prepared on: December 21, 2022 Eastwood Service Station
Project Manager: William Regenthal, P.G. GRI Project No. 3058
iii
ACRONYMS
ACM: Asbestos Containing Materials
AFVR: Aggressive Fluid-Vapor Recovery
AI: Air Injection
ARR: Acknowledgement of Report Receipt
AS: Air Sparging
AST: Aboveground Storage Tank
ASTM: American Society for Testing and
Materials
BGS: Below Ground Surface
CAP: Corrective Action Plan
CFR: Code of Federal Regulations
CSA: Comprehensive Site Assessment
DPE: Dual Phase Extraction
DRO: Total Petroleum Hydrocarbons Diesel
Range Organics
DWM: Division of Waste Management
DWR: Department of Water Resources
EPA: Environmental Protection Agency
EPH: Extractible Petroleum Hydrocarbons
ESA: Environmental Site Assessment
GCL: Gross Contamination Level
GPR: Ground Penetrating Radar
GRI: Geological Resources, Inc.
GRO: Total Petroleum Hydrocarbons
Gasoline Range Organics
HERR: HAZMAT Emergency Response and
Remediation, Inc.
LSA: Limited Site Assessment
MAC: Maximum Allowable Concentration as
specified in T15A NCAC 2L.0202
MADEP: Massachusetts Department of
Environmental Protection
MCC: Maximum Contaminant
Concentrations
MMPE: Mobile Multi-Phase Extraction
NAPL: Non-Aqueous Phase Liquid, “Free
Product”
NCDEQ: North Carolina Department of
Environmental Quality
NCDOT: North Carolina Department of
Transportation
NFA: Notice of No Further Action
NORR: Notice of Regulatory Requirements
NOV: Notice of Violation
NPDES: National Pollutant Discharge
Elimination System
NRP: Notice of Residual Petroleum
O&M: Operation and Maintenance
PAHs: Polynuclear Aromatic Hydrocarbons
PCA: Pre-Construction Assessment
RAL: Regulatory Action Level
SCLs: Soil Cleanup Level
SPCC: Spill Prevention Control and
Countermeasures
SVE: Soil Vapor Extraction
SVOCs: Semi-Volatile Organic Compounds
SWPPP: Stormwater Pollution Prevention Plan
TCLP: Toxicity Characteristic Leaching
Procedure (EPA Method SW-846 1311)
TOC: Top of Casing
TPH: Total Petroleum Hydrocarbons
USGS: United States Geological Survey
UST: Underground Storage Tank
UVF: Ultraviolet Fluorescence
VOCs: Volatile Organic Compounds
VPH: Volatile Petroleum Hydrocarbons

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Soil and Ground Water Monitoring Report
Prepared on: December 21, 2022 Eastwood Service Station
Project Manager: William Regenthal, P.G. GRI Project No. 3058
TABLE OF CONTENTS
SITE INFORMATION ............................................................................................................................ i
EXECUTIVE SUMMARY ....................................................................................................................... ii
ACRONYMS ....................................................................................................................................... iii
1.0 SITE HISTORY AND CHARACTERIZATION ...................................................................................1
2.0 PRESENTATION OF CURRENT SITE ASSESSMENT INFORMATION / COMPARISON TO HISTORICAL
ASSESSMENT INFORMATION ...................................................................................................2
3.0 NATURAL ATTENUATION/ NATURAL SOURCE ZONE DEPLETION STATUS ...................................4
4.0 PROPOSED REMEDIAL ACTION .................................................................................................4
5.0 CONCLUSIONS .........................................................................................................................5
6.0 LIMITATIONS ...........................................................................................................................5
7.0 STATEMENTS AND CERTIFICATION ...........................................................................................6

FIGURES
Figure 1: Site Location Map
Figure 2: Site Map
Figure 3: Site Vicinity Map
Figure 4: Soil Quality Map
Figure 5: Water Table Surface Map
Figure 6: Ground Water Quality Map

TABLES
Table 1: UST Owner/Operator Information
Table 2: UST System Information
Table 3: Water Supply Well Owner Information
Table 4: Adjacent Property Owner Information
Table 5: UVF Soil Analysis Results
Table 6: Well Construction and Gauging Information
Table 7: Summary of Ground Water Analytical Results

APPENDICES
Appendix A: State Correspondence
Appendix B: UVF Report – Soil Samples
Appendix C: Laboratory Report –Ground Water Samples

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Soil and Ground Water Monitoring Report
Prepared on: December 21, 2022 Eastwood Service Station
Project Manager: William Regenthal, P.G. GRI Project No. 3058

1
1.0 SITE HISTORY AND CHARACTERIZATION
GRI presents the results of the November 2022 soil and ground water sampling event at the Eastwood
Service Station site; located at 156 Lea Road in West End, Moore County, North Carolina (Figure 1). These
activities were conducted in accordance with GRI Proposal No. 22-740, which was submitted to NCDEQ
on October 26, 2022, and was approved as Task Authorization No. 29723-007 on October 31, 2022. State
correspondence has been included as Appendix A.

The site is currently owned by Eve C. Williamson and is operated by Eastwood Service Station as an auto
repair shop and general store. A petroleum release was discovered during the 2011 UST removal. The
former UST system was owned by McNeill Oil Company, Inc. A former UST system consisting of two 8,000-
gallon gasoline, one 4,000-gallon gasoline, three 1,000-gallon gasoline and one 550-gallon kerosene USTs
owned by Quality Oil Company, Inc. of Winston-Salem was removed from the site in November 1989. UST
Incident Number 8135 was issued by NCDEQ. Currently, there are no active USTs on site. There is an AST
and propane dispensing tank on site. UST owner/operator information and UST system information are
included as Tables 1 and 2, respectively. The Registered Tank Report is shown below:

The site and surrounding area are residential and commercial properties. The site contains two buildings
(the store and storage shed) and is primarily capped with concrete and grass. No surface water bodies
were identified within a 500-foot radius of the site. Nine Type II monitoring wells (MW-1 through MW-
9) and one Type III monitoring well (TW-1) were installed at the site during previous ground water
assessment activities. A Site Map showing the locations of the monitoring wells and the structures on-
site has been included as Figure 2.

On February 25, 2019, GRI personnel conducted an updated receptor survey at the site. Twenty-one
water supply wells (WSW-1 through WSW-4 and WSW-6 through WSW-22) were identified within a 1,500-
foot radius of the site. Please note, WSW-5, which had been identified during the October 2011 receptor

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Soil and Ground Water Monitoring Report
Prepared on: December 21, 2022 Eastwood Service Station
Project Manager: William Regenthal, P.G. GRI Project No. 3058

2
survey, was noted to have been destroyed during the February updated receptor survey. Six potable
water supply wells (WSW-1, WSW-7, WSW-10, WSW-12, WSW-13 and WSW-14) were identified within a
1,000-foot radius of the site. Three water supply wells (WSW-1, WSW-2 and WSW-3) were identified
within a 250-foot radius of the site. WSW-1 and WSW-2 are not in use. Municipal water is available to
the site and surrounding properties. Water supply well owner information is presented in Table 3.
Adjacent property owner information is presented in Table 4. A Site Vicinity Map showing the locations
of water supply wells and property boundaries has been included as Figure 3.
2.0 PRESENTATION OF CURRENT SITE ASSESSMENT INFORMATION / COMPARISON TO HISTORICAL
ASSESSMENT INFORMATION
On November 9, 2022, seven soil borings were advanced to approximately 15 feet BGS in the vicinity of
the former dispenser island, as well as the approximate location of the former Quality Oil Company, Inc.
of Winston-Salem UST system that was removed in 1989. Samples were collected from each soil boring
at every foot and analyzed in the field using a handheld PID. The samples with the highest PID readings
from each of the unsaturated (estimated from 0 feet to 2 feet) and smear (estimated from 2 feet to 4 feet)
zones, as well as the two highest readings from the saturated (estimated from 4 feet to 15 feet) zones
respectively, were submitted for onsite UVF analysis for gasoline and diesel range TPH. Twenty-eight total
samples were submitted for UVF analysis. Concentrations of TPH-GRO and/or TPH-DRO that exceeded
the RALs were reported in all samples except SB-15-1’, SB-15-3’, and SB-16-3’. A summary of the UVF
analysis results for soil samples collected on November 9, 2022, is presented in Table 5. A soil quality map
including soil boring locations is included as Figure 4. Soil boring logs are included as Appendix B. Past
soil quality information, including cross sections, is included as Appendix C. A complete UVF report for
soil samples collected in November 2022 is included as Appendix D. A summary of the current UVF soil
data is shown below:

Sample ID Gasoline-Range TPH Diesel-Range TPH RAL (mg/kg) 50 100
SB-11-1' 59 14
SB-11-4' 105 166
SB-11-10' 126 27
SB-11-13' 390 147
SB-12-2' 135 17
SB-12-3' 102 30
SB-12-6' 110 16
SV-12-7' 220 101
SB-13-2' 162.5 155.5
SB-13-4' 293 398
SB-13-14' 3,760 520
Sample ID Gasoline-Range TPH Diesel-Range TPH RAL (mg/kg) 50 100
SB-13-15' 1,202 133
SB-14-2' 1,980 772
SB-14-4' 3,364 1,680
SB-14-6' 1,552 1,384
SB-14-15' 216 120
SB-15-1' 14.6 11.6
SB-15-3' 18.4 96.4
SB-15-8' 664 272
SB-15-11' 1,096 326
SB-16-1' 145 90
SB-16-3' 43 49.5

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Soil and Ground Water Monitoring Report
Prepared on: December 21, 2022 Eastwood Service Station
Project Manager: William Regenthal, P.G. GRI Project No. 3058

3
Sample ID Gasoline-Range TPH Diesel-Range TPH RAL (mg/kg) 50 100
SB-16-10' 157 109.5
SB-16-12' 1,664 440
SB-17-1' 252 508
Sample ID Gasoline-Range TPH Diesel-Range TPH RAL (mg/kg) 50 100
SB-17-4' 340 184
SB-17-13' 930 170
SB-17-15' 432 112
On November 15, 2022, eight Type II monitoring wells (MW-1 through MW-6, MW-8 and MW-9), one
Type III monitoring well (TW-1) and one water supply well (WSW-1) were gauged, purged and/or sampled.
Please note, MW-7 is reported as destroyed and could not be gauged or sampled. A free product thickness
of 0.02 feet was observed in MW-4. Depths to ground water in the Type II monitoring wells ranged from
2.47 feet to 6.49 feet below the tops of well casings. Ground water elevations in the Type II monitoring
wells ranged from 449.19 feet to 451.92 feet. Ground water flow across the site was generally toward
the northeast with a horizontal gradient of less than 0.01 feet per foot. The vertical gradient between
paired wells MW-1/TW-1 was approximately 0.87 feet per foot in the downward direction. Monitoring
well construction and gauging information is presented in Table 6. A Water Table Surface Map is included
as Figure 5. A summary of the current ground water gauging data is shown below:

Well ID
Screened
Interval
(x to y ft.
BGS)
Bottom
of Well
(ft. BGS)
Top of
Casing
Elevation
(ft.)
Depth to
Water from
Top of Casing
(feet)
Free
Product
Thickness
(ft.)
Ground
Water
Elevation
(ft.)
MW-1 5-15 15 456.45 5.19 --- 451.26
MW-2 5-15 15 456.91 5.45 --- 451.46
MW-3 5-15 15 457.29 6.49 --- 450.80
MW-4 5-15 15 455.47 5.19 0.02 450.30
MW-5 4-14 14 452.41 3.15 --- 449.26
MW-6 4-14 14 451.66 2.47 --- 449.19
MW-7 Destroyed Destroyed Destroyed Destroyed Destroyed Destroyed
MW-8 4-14 14 456.17 5.37 --- 450.80
MW-9 4-14 14 457.04 5.12 --- 451.92
TW-1 41.5-46.5 46.5 456.26 34.71 --- 421.55

The collected ground water samples were submitted for laboratory analyses of VOCs using EPA Method
6200B. Concentrations of benzene, ethylbenzene, xylenes, naphthalene, p-isopropyltoluene, and/or
1,2,4-trimethylbenzene that exceeded the MACs were reported in the ground water sample collected
from MW-6. Concentrations of bromodichloromethane, dibromochloromethane and bromoform that
exceeded the MACs were reported in the ground water sample collected from WSW-1. These
constituents are consistent with water treatment activities. All of the reported contaminant
concentrations were less than the GCLs. A summary of the analytical results for ground water samples
collected on November 15, 2022, is presented in Table 7. A Ground Water Quality Map based on the

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Soil and Ground Water Monitoring Report
Prepared on: December 21, 2022 Eastwood Service Station
Project Manager: William Regenthal, P.G. GRI Project No. 3058

4
November 2022 data is included as Figure 6. A complete report of laboratory analyses of the ground
water samples collected during the November 2022 sampling event has been included as Appendix E. A
summary of the current ground water analytical data is shown below:

Contaminant
of Concern  Benzene Toluene Ethylbenzene Xylenes MTBE Naphthalene Well
ID
MACs (mg/l) 1 600 600 500 20 6
GCL (mg/l) 5,000 260,000 84,500 85,500 20,000 6,000
MW-1 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13
MW-2 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13
MW-3 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13
MW-4 FP FP FP FP FP FP
MW-5 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13
MW-6 110 48.4 641 681 <2.5 192
MW-7 NS NS NS NS NS NS
MW-8 0.20 J <0.13 0.79 0.68 J <0.13 0.46 J
MW-9 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13
TW-1 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13
WSW-1 0.16 J <0.13 0.44 J <0.25 <0.13 <0.13

Since free product has been observed in MW-4, contaminant mass reduction calculations have not been
included in this report. A Corrective Action Plan has not been submitted.

According to the 1985 Geologic Map of North Carolina, the site is located in the western edge of the
Coastal Plain Physiographic Province of North Carolina. The Coastal Plain is part of an extensive geologic
province that roughly parallels the Atlantic Ocean and continues northward and southward through the
neighboring states. The site is located in close proximity to the fall line where the surficial aquifer extends
to bedrock. The water table in the vicinity has a seasonal high depth to water of approximately 1 to 10
feet BGS.
3.0 NATURAL ATTENUATION/ NATURAL SOURCE ZONE DEPLETION STATUS
Since a CAP has not been completed, no natural attenuation monitoring plan is currently in place at the
site.
4.0 PROPOSED REMEDIAL ACTION
The site risk classification is currently ranked high due to the presence of potable water supply wells within
a 1,000-foot radius of the site. Cleanup goals are to remove free product and reduce ground water
contamination to less than the MACs. Free product remains present in MW-4; contaminant
concentrations greater than the MACs remain in MW-6. Corrective action should proceed at the site to
include the removal of free product and contaminated soil in the vicinity of MW-4. Based on the
November 2022 soil sampling activities, excavation activities targeting soil between 8 and 15 feet BGS in
the vicinity of SB-13 through SB-17 should be conducted. The proposed soil excavation activities could be

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Soil and Ground Water Monitoring Report
Prepared on: December 21, 2022 Eastwood Service Station
Project Manager: William Regenthal, P.G. GRI Project No. 3058

5
conducted prior to the development of a CAP since the activities are proposed to remove free product
from the site.

There appears to be a former dispenser island not associated with the Eastwood Service Station site in
the vicinity of MW-6. The area in the vicinity of this suspected dispenser island could be the source of
dissolved hydrocarbons present in MW-6. A GPR survey should be conducted in this area in order to
determine if a potential source area is present. The GPR survey could be conducted during the next semi-
annual ground water sampling event.
5.0 CONCLUSIONS
 On November 9, 2022, seven soil borings were advanced across the site to a depth of 15 feet BGS.
Four samples from each boring were submitted for analysis by the mobile UVF laboratory.
 Reported concentrations of TPH-GRO and/or TPH-DRO that exceeded the RALs were reported in
all samples except SB-15-1’, SB-15-3’, and SB-16-3’.
 On November 15, 2022, eight Type II monitoring wells, one Type III monitoring well and one water
supply well were gauged, purged and/or sampled.
 Ground water flow during the November 2022 gauging event was generally toward the northeast
with an average horizontal hydraulic gradient across the site of less than 0.01 feet per foot. The
vertical gradient between paired wells MW-1/TW-1 was approximately 0.87 feet per foot
downward.
 Concentrations of benzene, ethylbenzene, xylenes, naphthalene, p-isopropyltoluene and/or
1,2,4-trimethylbenzene that exceeded the MACs were reported in the ground water samples
collected from MW-6. Concentrations of bromodichloromethane, dibromochloromethane and
bromoform that exceeded the MACs were reported in the ground water sample collected from
WSW-1. These constituents are consistent with water treatment activities. All reported
contaminant concentrations were less than the GCLs.
 A free product thickness of 0.02 feet was observed in MW-4.
 Based on this information, the risk classification for the site should remain high risk. Due to the
continued presence of free product at this site, excavation activities targeting soil between 8 and
15 feet BGS in the vicinity of SB-13 through SB-17 should be conducted. Additionally, GPR should
be conducted in the vicinity of MW-6 in order to determine if an unknown source is contributing
to contamination in that well. The next semi-annual sampling event is tentatively scheduled for
May 2023.

6.0 LIMITATIONS
This report has been prepared for the exclusive use of McNeill Oil Company Inc. for specific application to
the referenced site in Moore County, North Carolina. The assessment was conducted based on the scope
of work and level of effort desired by NCDEQ and with resources adequate only for that scope of work.
Our findings have been developed in accordance with generally accepted standards of environmental

FIGURES
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"J
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"J
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"J"J
"J
"J
"J"J
!H
!H
!H
DU
DU
DUDU
SITE
WSW-9 WSW-8
WSW-6
WSW-5
856400770289
856400750560
856408775934
856411751955
856407689302
856408777907856407688180
856400776590
856412765745
856408785219
856412776258
856407676708
856400763815
856407678709
856407772820856407782305
856411774120
856407678986
8564117734638564007659668 5 6 4 00 7 6 5 9 6 6856412775181 856412776258856411772454
856400763957
WSW-4
WSW-2
LEA RDNC 73 HWY US 15-501 HWYM C C A S K IL L R D
C
O
U
N
T
R
Y RID
G
E L
NMOPAR LNSWAIN LNN
A
P
IE
R
R
DINDIAN SPRINGS LNNEWCASTLE DRWSW-7
WSW-1
WSW-22 WSW-21
WSW-20
WSW-19
WSW-18
WSW-17
WSW-16
WSW-15
WSW-14
WSW-13
WSW-11
WSW-10
WSW-3
WSW-12
FIGURE 2: SITE VICINITY MAPEASTWOOD SERVICE STATION156 LEA ROADWEST END, MOORE COUNTYNORTH CAROLINAINCIDENT NO. 29723GRI NO. 3058
PREPARED BY:GEOLOGICAL RESOURCES, INC.OCTOBER 21, 2011REV: MARCH 28, 2019
³
0 300150Feet
1 inch = 300 feet
1,500-FOOT RADIUS
1,000-FOOT RADIUS 250-FOOT RADIUS
NOTE:Based on Moore County, NC GIS website.
500-FOOT RADIUS
LEGEND
DU Water Supply Well (Not in Use)
"J Potable Water Supply Well
!H Non-Potable Water Supply Well
Adjacent Properties and Well Owners
streets
tparcels
struct_footprint
lakes&rivers
streams
856400765966 PIN Number

TABLES
UST ID Number 1,2,3 Facility ID Number
Owner or Operator?
Owner/OperatorMcNeill Oil Company, Inc.12/01/1989 - 08/29/2011
Address Telephone Number
Post Office Box 396, Aberdeen, NC 28315-0396 1-910-944-2329
TABLE 1
UST OWNER/OPERATOR INFORMATION
EASTWOOD SERVICE STATION (INCIDENT NO. 29723)
0-0000032960
Name of Owner or Operator Dates of Ownership / Operation
Page 1 of 1
Date: 03/20/2020
Was Release
Associated
with UST
System?
(Yes / No)
1 Gasoline 6,000 12/01/1989 Single Wall Steel 8' x 16'Other Removed
(08/29/2011)Yes
2 Gasoline 6,000 12/01/1989 Single Wall Steel 8' x 16'Other Removed
(08/29/2011)Yes
3 Gasoline 6,000 12/01/1989 Single Wall Steel 8' x 16'Other Removed
(08/29/2011)Yes
Description of
Associated
Product Piping
and
Pumps
Status
of
UST
TABLE 2
UST SYSTEM INFORMATION
EASTWOOD SERVICE STATION (INCIDENT NO. 29723)
Facility ID #: 0-0000032960
UST
ID
No.
Current
or Most
Recent
Contents
Capacity
(gallons)
Date
Installed
Construction
Details
Tank
Dimensions
Page 1 of 1
Well ID.Parcel ID No.Well Owner Mailing Address
Well Use
(Potable / Non-Potable
etc.)
Municipal Water
Available?
Well
Depth
(ft. BGS)
Type of Well
(Drilled/
Bored)
Well Casing
Depth
(ft. BGS)
Well Screen Interval
(x to y ft. BGS)
Distance from
source area of
release
(ft.)
WSW-1 856400763815 James E. Lea 188 Lea Road
West End, NC 27376-8842 Potable Yes Unknown Bored Unknown Unknown ~240' SW
WSW-2 Not in use Unknown Bored Unknown Unknown ~210' NW
WSW-9 Non-Potable Unknown Bored Unknown Unknown ~640' NW
WSW-3 856412775181 Donald O. and Eve Lea Williamson 841 Esther Road
West End, NC 27376 Not in use Yes Unknown Bored Unknown Unknown ~230' NE
WSW-4 Not in use Unknown Bored Unknown Unknown ~290' NE
WSW-5 Destroyed Unknown Bored Unknown Unknown ~300' N
WSW-6 856400776590 Winston Patrick and Phyllis Taylor 125A NC Highway 73
West End, NC 27376 Non-Potable Yes Unknown Bored Unknown Unknown ~670' N
WSW-7 856411773463 Jerry O. Clapp Post Office Box 4102
Pinehurst, NC 28374 Potable Yes Unknown Bored Unknown Unknown ~610' N
WSW-8 856411772454 Stephen Michael and Paisley
Elizabeth Downing
181 NC Highway 73
West End, NC 27376 Non-Potable Yes Unknown Bored Unknown Unknown ~570' NW
WSW-10 856411751955 Pinehurst Mini Storage and
Warehouse, LLC
343 Rubicon Road
West End, NC 27376 Potable Yes Unknown Bored Unknown Unknown ~900' S
WSW-11 856400750560 Blue Comet Real Estate Holdings,
LLC
863 Ann's Court
Asheboro, NC 27205 Not in use Yes Unknown Bored Unknown Unknown ~1,260' S
WSW-12 Potable Yes Unknown Bored Unknown Unknown ~900' NW
WSW-13 Potable Yes Unknown Bored Unknown Unknown ~1,000' NW
WSW-14 856408777907 Delores C. Tune, Barbara C. Bate
and Wesley Cole
4353 Wood Forest Drive
Rock Hill, SC 29732 Potable Yes Unknown Bored Unknown Unknown ~950' NE
180 Highway 73
West End, NC 27376Larry William and Susan M. Black856407772820
TABLE 3
WATER SUPPLY WELL INFORMATION
EASTWOOD SERVICE STATION (INCIDENT NO. 29723)
Date: 03/20/19
856412776258 Russell and Denise Thomas 276 Turner Road
Pinehurst, NC 28374 Yes
Facility ID # : 0-032960
189 NC Highway 73
West End, NC 27376
Pamela J. Sterner and Charles R.
Sterner856400770289 Yes
Page 1 of 2
Well ID.Parcel ID No.Well Owner Mailing Address
Well Use
(Potable / Non-Potable
etc.)
Municipal Water
Available?
Well
Depth
(ft. BGS)
Type of Well
(Drilled/
Bored)
Well Casing
Depth
(ft. BGS)
Well Screen Interval
(x to y ft. BGS)
Distance from
source area of
release
(ft.)
TABLE 3
WATER SUPPLY WELL INFORMATION
EASTWOOD SERVICE STATION (INCIDENT NO. 29723)
Date: 03/20/19 Facility ID # : 0-032960
WSW-15 856408775934 Paul M. Strider, Trustee 428 Baylor Street
Fort Collins, CO 80525 Potable Yes Unknown Bored Unknown Unknown ~1,080' N
WSW-16 856408785219 Wesley L. and Claudia Irene Cole 160 Indian Springs Lane
West End, NC 27376 Potable No Unknown Bored Unknown Unknown ~1,390' N
WSW-17 856407782305 Robin Ring Lea 4517 Union Church Road
Carthage, NC 28327 Potable No Unknown Bored Unknown Unknown ~1,500' NW
WSW-18 856407689302 Richard Wilson Lea 154 Mopar Lane
Carthage, NC 28327 Potable No Unknown Bored Unknown Unknown ~1,500' NW
WSW-19 856407688180 Wade and Irene Duncan Huddleston 153 Mopar Lane
West End, NC 27376 Potable No Unknown Bored Unknown Unknown ~1,340' NW
WSW-20 856407678986 Dusty Renee Duncan 135 Mopar Lane
West End, NC 27376 Potable No Unknown Bored Unknown Unknown ~1,190' NW
WSW-21 856407678709 Jamie Lynn Perkins 216 Highway 73
West End, NC 27376 Potable Yes Unknown Bored Unknown Unknown ~1,100' NW
WSW-22 856407676708 Hattie Williams Vest, Heirs
c/o Catherine Cole
562 Rubicon Road
West End, NC 27376 Potable Yes Unknown Bored Unknown Unknown ~1,210' NW
Notes:
• Water supply wells are keyed to Figure 2.
• Ft. BGS : Feet below ground surface
Page 2 of 2
Date: 03/20/19 Facility ID # : 0-032960
856400765966
(Site)Eve L. Williamson 841 Esther Road
West End, NC 27376
856411774120 J. Wayne Lea (LE)
c/o Donald Williamson
841 Esther Road
West End, NC 27376
856412776258 Russell and Denise Thomas 276 Turner Road
Pinehurst, NC 28374
856400763815 James E. Lea 713 Esther Road
West End, NC 27376
856400763957
856412775181
856412765745 William J. Lea 7110 Highway 15/501
Carthage, NC 28327
856412865970 DSL Properties, LLC Post Office Box 10
Carthage, NC 28327
Note:
• Properties are keyed to Figure 2.
841 Esther Road
West End, NC 27376 Donald Williamson
TABLE 4
ADJACENT PROPERTY OWNER INFORMATION
EASTWOOD SERVICE STATION (INCIDENT NO. 29723)
PIN Number Property Owner Name Address
Date: 11/21/22 Facility ID #: 0-032960
→
50 100 NE NE NE NE NE NE NE NE NE NE NE NE NE NE
NE NE 0.0072 5.4 8 6 0.2 0.085 2.4 1.3 1.4 6.6 6.6 68 540 31
NE NE 12 1,250 60.3 3,120 5.5 156 782 1,560 1,560 156 156 625 1,560 469
SP-1 Stockpile 4-5 3,150 NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR
SS-1 (4'-5')4-5 <3.3 NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR
SS-2 (4'-5')4-5 <3.6 NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR
SS-3 (4'-5')4-5 <2.9 NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR
SS-4 (4'-5')4-5 <2.9 NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR
SS-5 (4'-5')4-5 <2.9 NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR
SS-6 (4'-5')4-5 <3.3 NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR
SS-7 (4'-5')4-5 <3.0 NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR
SS-8 (4'-5')4-5 <2.8 NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR
SS-9 (4'-5')4-5 <2.7 NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR
SS-10 (4'-5')3 <2.8 NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR
SS-11 (3')3 2,840 NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR
SS-12 (3')3 11,400 NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR
SS-13 (3')3 20,700 NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR
SS-14 (3')3 5.18 J NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR
SS-15 (3')5 <2.7 NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR
CS-1 (5')5 NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR
CS-2 (5')5 NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR
CS-3 (5')5 NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR
CS-4 (5')6 NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR
CS-5 (6')3 NR NR 2.39 J 78.3 36.1 190 24.3 <1.4 5.57 6.43 22.7 38.6 122 555 784 875
CS-6 (3')9 NR NR <0.0015 0.0049 J <0.00099 0.0068 J <0.0020 <0.0020 <0.0013 <0.0011 <0.0014 <0.0013 0.0022 J <1.9 <1.9 <1.9
CS-7 (9')6 NR NR 0.0481 0.192 0.121 0.419 0.0489 <0.0020 <0.0013 0.0102 0.0187 0.0352 0.117 2.84 6.55 7.22
CS-8 (6')4 NR NR 4.37 40.3 40.6 232 52.4 <1.3 13.3 8.93 38.4 81.7 283 701 6,120 8,250
5030/
8015B/UVF
Diesel-Range TPHProduct Piping
and Dispenser
Island
08/30/11
Residential Soil Cleanup Levels
08/29/11
UST Basin
Confirmation
Soil Samples C9-C10 AromaticsTABLE 5
SUMMARY OF SOIL SAMPLE ANALYTICAL RESULTS
EASTWOOD SERVICE STATION (INCIDENT NO. 29723)
Analytical Method EPA Method 8260B MADEP VPH Method
Sample IDDate Collected (mm/dd/yy)Sample LocationSample Depth (ft-BGS)Gasoline-Range TPHBenzeneEthylbenzeneXylenesC9-C12 Aliphatics1,2,4-TrimethylbenzeneC5-C8 AliphaticsIsopropylbenzenen-Propylbenzene1,3,5-TrimethylbenzeneRAL
Soil-to-water MCCs NaphthaleneMTBEToluenen-ButylbenzenePage 1 of 3
Date: 11/21/22 Facility ID #: 0-032960
→
50 100 NE NE NE NE NE NE NE NE NE NE NE NE NE NE
NE NE 0.0072 5.4 8 6 0.2 0.085 2.4 1.3 1.4 6.6 6.6 68 540 31
NE NE 12 1,250 60.3 3,120 5.5 156 782 1,560 1,560 156 156 625 1,560 469
5030/
8015B/UVF
Diesel-Range TPHResidential Soil Cleanup Levels C9-C10 AromaticsTABLE 5
SUMMARY OF SOIL SAMPLE ANALYTICAL RESULTS
EASTWOOD SERVICE STATION (INCIDENT NO. 29723)
Analytical Method EPA Method 8260B MADEP VPH Method
Sample IDDate Collected (mm/dd/yy)Sample LocationSample Depth (ft-BGS)Gasoline-Range TPHBenzeneEthylbenzeneXylenesC9-C12 Aliphatics1,2,4-TrimethylbenzeneC5-C8 AliphaticsIsopropylbenzenen-Propylbenzene1,3,5-TrimethylbenzeneRAL
Soil-to-water MCCs NaphthaleneMTBEToluenen-ButylbenzeneSB-1 (4')4 NR NR <0.0012 <0.0012 <0.0013 <0.0035 <0.0023 <0.0012 <0.0015 <0.0015 <0.0012 <0.0012 <0.0012 <2.1 <2.1 <2.1
SB-2 (4')4 NR NR <0.0010 <0.0010 <0.0011 <0.0031 <0.0020 <0.0010 <0.0013 <0.0014 <0.0011 <0.0011 <0.0011 <1.9 <1.9 <1.9
SB-3 (4')4 NR NR <0.0011 <0.0011 <0.0012 <0.0033 <0.0021 <0.0011 <0.0014 <0.0014 <0.0011 <0.0011 <0.0011 <2.1 <2.1 <2.1
SB-4 (4')4 NR NR <0.0011 <0.0011 <0.0012 <0.0033 <0.0021 <0.0011 <0.0014 <0.0014 <0.0011 <0.0011 <0.0012 <2.0 <2.0 <2.0
SB-5 (4')4 NR NR <0.0011 <0.0011 <0.0012 <0.0034 <0.0022 <0.0011 <0.0014 <0.0015 <0.0011 <0.0012 <0.0012 <2.2 <2.2 <2.2
SB-6 (4')4 NR NR <0.0010 <0.0010 <0.0011 <0.0031 <0.0020 <0.0010 <0.0013 <0.0013 <0.0010 <0.0011 <0.0011 <1.9 <1.9 <1.9
SB-7 (4')4 NR NR <0.0011 <0.0011 <0.0012 <0.0033 <0.0021 <0.0011 <0.0014 <0.0014 <0.0011 <0.0011 0.0017 J <2.1 <2.1 <2.1
SB-8 (4')4 NR NR <0.0011 0.0024 J 0.0047 J 0.0164 0.0116 <0.0011 <0.0014 <0.0014 0.0018 J 0.0039 J 0.0182 <2.1 <2.1 <2.1
SB-9 (4')4 NR NR <0.055 0.178 J 1.09 9.47 5.00 <0.055 0.312 0.149 J 0.711 2.58 11.9 <7.7 11.5 J 36.1
SB-10 (4')4 NR NR <0.059 0.353 2.02 20.1 10.0 <0.059 0.755 0.361 1.55 7.91 23.3 <24 56.2 J 135
SB-11-1'1 59 14 NR NR NR NR NR NR NR NR NR NR NR NR NR NR
SB-11-4'4 105 166 NR NR NR NR NR NR NR NR NR NR NR NR NR NR
SB-11-10'10 126 27 NR NR NR NR NR NR NR NR NR NR NR NR NR NR
SB-11-13'13 390 147 NR NR NR NR NR NR NR NR NR NR NR NR NR NR
SB-12-2'2 135 17 NR NR NR NR NR NR NR NR NR NR NR NR NR NR
SB-12-3'3 102 30 NR NR NR NR NR NR NR NR NR NR NR NR NR NR
SB-12-6'6 110 16 NR NR NR NR NR NR NR NR NR NR NR NR NR NR
SV-12-7'7 220 101 NR NR NR NR NR NR NR NR NR NR NR NR NR NR
SB-13-2'2 162.5 155.5 NR NR NR NR NR NR NR NR NR NR NR NR NR NR
SB-13-4'4 293 398 NR NR NR NR NR NR NR NR NR NR NR NR NR NR
SB-13-14'14 3,760 520 NR NR NR NR NR NR NR NR NR NR NR NR NR NR
SB-13-15'15 1,202 133 NR NR NR NR NR NR NR NR NR NR NR NR NR NR
SB-14-2'2 1,980 772 NR NR NR NR NR NR NR NR NR NR NR NR NR NR
SB-14-4'4 3,364 1,680 NR NR NR NR NR NR NR NR NR NR NR NR NR NR
SB-14-6'6 1,552 1,384 NR NR NR NR NR NR NR NR NR NR NR NR NR NR
SB-14-15'15 216 120 NR NR NR NR NR NR NR NR NR NR NR NR NR NR
SB-15-1'1 14.6 11.6 NR NR NR NR NR NR NR NR NR NR NR NR NR NR
SB-15-3'3 18.4 96.4 NR NR NR NR NR NR NR NR NR NR NR NR NR NR
SB-15-8'8 664 272 NR NR NR NR NR NR NR NR NR NR NR NR NR NR
SB-15-11'11 1,096 326 NR NR NR NR NR NR NR NR NR NR NR NR NR NR
Soil Borings11/09/22
02/06/13 Soil Boring
Page 2 of 3
Date: 11/21/22 Facility ID #: 0-032960
→
50 100 NE NE NE NE NE NE NE NE NE NE NE NE NE NE
NE NE 0.0072 5.4 8 6 0.2 0.085 2.4 1.3 1.4 6.6 6.6 68 540 31
NE NE 12 1,250 60.3 3,120 5.5 156 782 1,560 1,560 156 156 625 1,560 469
5030/
8015B/UVF
Diesel-Range TPHResidential Soil Cleanup Levels C9-C10 AromaticsTABLE 5
SUMMARY OF SOIL SAMPLE ANALYTICAL RESULTS
EASTWOOD SERVICE STATION (INCIDENT NO. 29723)
Analytical Method EPA Method 8260B MADEP VPH Method
Sample IDDate Collected (mm/dd/yy)Sample LocationSample Depth (ft-BGS)Gasoline-Range TPHBenzeneEthylbenzeneXylenesC9-C12 Aliphatics1,2,4-TrimethylbenzeneC5-C8 AliphaticsIsopropylbenzenen-Propylbenzene1,3,5-TrimethylbenzeneRAL
Soil-to-water MCCs NaphthaleneMTBEToluenen-ButylbenzeneSB-16-1'1 145 90 NR NR NR NR NR NR NR NR NR NR NR NR NR NR
SB-16-3'3 43 49.5 NR NR NR NR NR NR NR NR NR NR NR NR NR NR
SB-16-10'10 157 109.5 NR NR NR NR NR NR NR NR NR NR NR NR NR NR
SB-16-12'12 1,664 440 NR NR NR NR NR NR NR NR NR NR NR NR NR NR
SB-17-1'1 252 508 NR NR NR NR NR NR NR NR NR NR NR NR NR NR
SB-17-4'4 340 184 NR NR NR NR NR NR NR NR NR NR NR NR NR NR
SB-17-13'13 930 170 NR NR NR NR NR NR NR NR NR NR NR NR NR NR
SB-17-15'15 432 112 NR NR NR NR NR NR NR NR NR NR NR NR NR NR
Notes:
• Results reported in mg/kg (milligrams per kilogram).
• ft-BGS: feet below ground surface.
• RAL: Regulatory Action Level.
• <: Less than the reporting limit specified in the
laboratory report.
• J: Estimated value.
• Concentrations in bold face type exceed the RALs.
• For other detectable contaminant concentrations, please refer to the applicable laboratory reports.
• NR: Not Requested
• NE: Not Established
Soil Borings11/09/22
Page 3 of 3
Date: 12/20/2022
10/25/11 NM 6.17 ---NM ---
02/16/12 100.00 4.90 ---95.10 ---
05/16/13 3.59 ---452.86 ---
02/26/19 2.43 ---454.02 ---
03/09/20 3.36 ---453.09 ---
03/15/21 NM NM NM Not Sampled
03/16/22 4.03 ---95.97 ---
11/15/22 5.19 ---451.26 ---
02/16/12 100.44 4.83 ---95.61 ---
05/16/13 3.83 ---453.08 ---
02/26/19 2.64 ---454.27 ---
03/09/20 3.57 ---453.34 ---
03/16/22 4.20 ---452.71 ---
11/15/22 5.45 ---451.46 ---
02/16/12 100.84 6.04 ---94.80 ---
05/16/13 4.71 ---452.58 ---
02/26/19 3.51 ---453.78 ---
03/09/20 4.68 ---96.16 ---
03/16/22 5.36 ---95.48 ---
11/15/22 6.49 ---450.80 ---
02/16/12 99.03 4.97 ---94.06 ---
05/16/13 4.73 ---450.74 ---
02/26/19 2.51 ---452.96 ---
03/09/20 3.54 0.06 451.98 ---
02/08/21 2.29 0.14 453.30 Hand Bailing
03/15/21 2.57 0.03 452.93 ---
02/08/22 5.93 1.02 450.42 Before AFVR
02/08/22 7.52 1.81 449.50 After AFVR
03/16/22 4.20 ---94.83 ---
11/15/22 5.19 0.02 450.30 ---
05/16/13 2.11 ---450.30 ---
02/26/19 0.48 ---451.93 ---
03/09/20 2.05 ---450.36 ---
03/15/21 0.50 ---451.91 ---
03/16/22 2.35 ---450.06 ---
11/15/22 3.15 ---449.26 ---
05/16/13 1.55 ---450.11 ---
02/26/19 0.55 ---451.11 ---
03/09/20 1.34 ---450.32 ---
03/15/21 1.00 ---450.66 ---
03/16/22 1.67 ---449.99 ---
11/15/22 2.47 ---449.19 ---
05/16/13 4.22 ---450.86 ---
02/26/19 2.90 ---452.18 ---
03/09/20 3.83 ---451.25 ---
03/15/21 3.14 ---451.94 ---
03/16/22 NM NM NM Damaged
11/15/22 NM NM NM Destroyed
456.45
MW-4 11/29/11 5 5 - 15 15
455.47
MW-2
MW-1 10/25/11 5
457.29
11/29/11 5
456.91
15
TABLE 6
WELL CONSTRUCTION AND GAUGING INFORMATION
EASTWOOD SERVICE STATION (INCIDENT # 29723)
Facility ID # : 0-032960
Well ID
Date
Installed
(m/dd/yy)
Date Water
Level
Measured
(m/dd/yy)
Well
Casing
Depth
(ft. BGS)
Screened
Interval
(x to y ft. BGS)
Bottom
of Well
(ft. BGS)
Top of Casing
Elevation
(ft.)
Depth to
Water from
Top of Casing
(feet)
Free Product
Thickness
(ft.)
Ground
Water
Elevation (ft.)
Comments
155 - 15511/29/11MW-3
MW-6
5 - 15 15
5 - 15
455.08144 - 14
4 - 14 14 452.41
4 - 14 14 451.6605/09/13 4
MW-5
05/09/13MW-7 4
05/09/13 4
Page 1 of 2
Date: 12/20/2022
TABLE 6
WELL CONSTRUCTION AND GAUGING INFORMATION
EASTWOOD SERVICE STATION (INCIDENT # 29723)
Facility ID # : 0-032960
Well ID
Date
Installed
(m/dd/yy)
Date Water
Level
Measured
(m/dd/yy)
Well
Casing
Depth
(ft. BGS)
Screened
Interval
(x to y ft. BGS)
Bottom
of Well
(ft. BGS)
Top of Casing
Elevation
(ft.)
Depth to
Water from
Top of Casing
(feet)
Free Product
Thickness
(ft.)
Ground
Water
Elevation (ft.)
Comments
05/16/13 3.86 ---452.31 ---
02/26/19 2.57 ---453.60 ---
03/09/20 3.50 ---452.67 ---
03/16/22 4.15 ---452.02 ---
11/15/22 5.37 ---450.80 ---
05/16/13 3.71 ---453.33 ---
02/26/19 2.45 ---454.59 ---
03/09/20 3.30 ---453.74 ---
03/16/22 4.00 ---453.04 ---
11/15/22 5.12 ---451.92 ---
05/16/13 45.31 ---410.95 ---
02/26/19 25.70 ---430.56 ---
03/09/20 32.98 ---423.28 ---
03/15/21 31.44 ---424.82 ---
03/16/22 33.95 ---422.31 ---
11/15/22 34.71 ---421.55 ---
TMW-1 05/15/13 05/15/13 4 4 - 14 14 NM 6.68 ---NM Temporary
Well
TMW-2 05/15/13 05/15/13 4 4 - 14 14 NM 6.71 ---NM Temporary
Well
TMW-3 05/15/13 05/15/13 1 1 - 11 11 NM 4.75 ---NM Temporary
Well
Notes:
• ft BGS : feet below ground surface.
• NM : Not measured.
MW-8
05/09/13MW-9 144 - 14
144 - 14
457.04
41.5 - 46.541.505/16/13TW-1
456.17
456.2646.5
405/09/13
4
Page 2 of 2
Date: 12/12/2022 Facility ID # : 0-032960
EPA Method
504.1
EPA
Method
6010B/
3030C
WellIDDate Sampled (mm/dd/yy)1 600 600 500 20 6 70 70 70 400 400 0.02 15 400 700 200
5,000 260,000 80,000 50,000 20,000 6,000 70,000 30,500 26,100 24,100 28,500 50 15,000 NE NE NE
10/25/11 125 60.6 33.7 130.5 1.3 45.7 4.3 4.5 10.4 13.3 46.7 <0.0095 132 367 611 715
05/16/13 0.12 J <0.10 <0.10 <0.22 <0.10 0.37 J <0.10 <0.10 <0.10 <0.10 <0.10 NR 98.3 <35 <35 <35
02/26/19 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
03/09/20 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
03/15/21 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
03/16/22 <0.25 <0.25 <0.25 <0.50 <0.25 <0.25 <0.25 <0.25 <0.25 <0.25 <0.25 NR NR NR NR NR
11/15/22 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
11/29/11 0.64 0.19 J <0.15 <0.30 0.37 J <0.10 1.7 <0.10 <0.11 <0.10 <0.10 <0.0093 192 <35 <35 <35
05/16/13 0.25 J <0.10 <0.10 <0.22 <0.10 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 NR 58.2 <35 <35 <35
02/26/19 <0.13 0.79 <0.13 <0.25 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
03/09/20 <0.13 1.4 <0.13 <0.25 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
03/16/22 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
11/15/22 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
11/29/11 0.89 <0.13 <0.15 0.59 0.62 0.25 J 0.53 <0.10 <0.11 <0.10 <0.10 <0.0094 67.4 <35 <35 <35
05/16/13 <0.10 <0.10 <0.10 <0.22 <0.10 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 NR 26.6 <35 <35 <35
02/26/19 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
03/09/20 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
03/16/22 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
11/15/22 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
11/29/11 143 112 1,290 2,863.9 30.1 653 21.2 285 181 312 949 <0.0093 1,140 207 367 342
05/16/13 95.3 34.5 545 488 10.7 654 7.1 50.8 101 97.4 389 NR 126 2,600 <880 2,080 J
02/26/19 39.4 14.3 419 99.4 <0.63 834 2.5 76.5 131 19.9 75.3 NR NR NR NR NR
03/09/20 FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP
03/15/21 FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP
03/16/22 22.8 11.0 236 58.5 <0.13 423 E <0.13 39.0 92.9 16.1 64.3 NR NR NR NR NR
11/15/22 FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FPLeadMW-4 n-PropylbenzeneTABLE 7
SUMMARY OF GROUND WATER SAMPLE ANALYTICAL RESULTS
EASTWOOD SERVICE STATION (INCIDENT NO. 29723)
Analytical Method EPA Method 6200B MADEP Method VPH
Contaminant of Concern
BenzeneTolueneEthylbenzeneXylenesMTBEC5-C8 AliphaticsC9-C12 AliphaticsC9-C10 Aromatics1,3,5-Trimethylbenzene1,2,4-TrimethylbenzeneEDBGCL (µg/l)
MW-1
MW-2
2L Standard (µg/l)NaphthaleneIPEIsopropylbenzeneMW-3
Page 1 of 4
Date: 12/12/2022 Facility ID # : 0-032960
EPA Method
504.1
EPA
Method
6010B/
3030C
WellIDDate Sampled (mm/dd/yy)1 600 600 500 20 6 70 70 70 400 400 0.02 15 400 700 200
5,000 260,000 80,000 50,000 20,000 6,000 70,000 30,500 26,100 24,100 28,500 50 15,000 NE NE NELeadn-PropylbenzeneTABLE 7
SUMMARY OF GROUND WATER SAMPLE ANALYTICAL RESULTS
EASTWOOD SERVICE STATION (INCIDENT NO. 29723)
Analytical Method EPA Method 6200B MADEP Method VPH
Contaminant of Concern
BenzeneTolueneEthylbenzeneXylenesMTBEC5-C8 AliphaticsC9-C12 AliphaticsC9-C10 Aromatics1,3,5-Trimethylbenzene1,2,4-TrimethylbenzeneEDBGCL (µg/l)
2L Standard (µg/l)NaphthaleneIPEIsopropylbenzene05/16/13 <0.10 <0.10 <0.10 <0.22 <0.10 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 NR <5.0 <35 <35 <35
02/26/19 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
03/09/20 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
03/15/21 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 NR NR NR NR NR NR NR NR NR
03/16/22 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
11/15/22 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
05/16/13 120 181 615 2,030 <0.10 180 6.9 61.3 97.3 226 621 NR 66.1 7,920 1,440 2,790
02/26/19 56.1 46.5 496 640 <1.3 143 <1.3 44.0 62.6 63.9 390 NR NR NR NR NR
03/09/20 85.6 59.3 647 814 <2.5 145 <2.5 35.8 67.2 72.9 480 NR NR NR NR NR
03/15/21 54 37.1 474 650 <1.3 152 <1.3 NR NR NR NR NR NR NR NR NR
03/16/22 136 59.7 612 853 <2.5 144 <2.5 38.4 47.2 50.1 502 NR NR NR NR NR
11/15/22 110 48.4 641 681 <2.5 192 <2.5 39.9 55.9 37.8 585 NR NR NR NR NR
05/16/13 <0.10 <0.10 <0.10 <0.22 <0.10 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 NR 21.3 <35 <35 <35
02/26/19 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
03/09/20 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
03/15/21 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 NR NR NR NR NR NR NR NR NR
05/16/13 <0.10 <0.10 <0.10 <0.22 <0.10 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 NR <5.0 <35 <35 <35
02/26/19 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
03/09/20 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
03/16/22 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
11/15/22 0.20 J <0.13 0.79 0.68 J <0.13 0.46 J <0.13 <0.13 <0.13 <0.13 0.36 NR NR NR NR NR
05/16/13 <0.10 <0.10 <0.10 <0.22 <0.10 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 NR 8.6 <35 <35 <35
02/26/19 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
03/09/20 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
03/16/22 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
11/15/22 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
MW-7
MW-6
MW-5
MW-8
MW-9
Page 2 of 4
Date: 12/12/2022 Facility ID # : 0-032960
EPA Method
504.1
EPA
Method
6010B/
3030C
WellIDDate Sampled (mm/dd/yy)1 600 600 500 20 6 70 70 70 400 400 0.02 15 400 700 200
5,000 260,000 80,000 50,000 20,000 6,000 70,000 30,500 26,100 24,100 28,500 50 15,000 NE NE NELeadn-PropylbenzeneTABLE 7
SUMMARY OF GROUND WATER SAMPLE ANALYTICAL RESULTS
EASTWOOD SERVICE STATION (INCIDENT NO. 29723)
Analytical Method EPA Method 6200B MADEP Method VPH
Contaminant of Concern
BenzeneTolueneEthylbenzeneXylenesMTBEC5-C8 AliphaticsC9-C12 AliphaticsC9-C10 Aromatics1,3,5-Trimethylbenzene1,2,4-TrimethylbenzeneEDBGCL (µg/l)
2L Standard (µg/l)NaphthaleneIPEIsopropylbenzene05/17/13 <0.10 <0.10 <0.10 <0.22 <0.10 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 NR 147 <35 <35 <35
02/26/19 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
03/09/20 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
03/15/21 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 NR NR NR NR NR NR NR NR NR
03/16/22 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
11/15/22 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
05/16/13 <0.10 <0.10 <0.10 <0.22 <0.10 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 NR NR NR NR NR
02/26/19 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
03/09/20 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
03/15/21 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 NR NR NR NR NR NR NR NR NR
11/15/22 0.16 J <0.13 0.44 J <0.25 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
02/26/19 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
03/09/20 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
02/26/19 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
03/09/20 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
WSW-4 05/16/13 <0.10 <0.10 <0.10 <0.22 <0.10 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 NR NR NR NR NR
WSW-5 05/16/13 <0.10 <0.10 <0.10 <0.22 <0.10 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 NR NR NR NR NR
TMW-1 05/15/13 <0.10 0.25 J <0.10 <0.22 0.13 J <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 NR 70.5 <35 <35 <35
TMW-2 05/15/13 <0.10 <0.10 <0.10 <0.22 <0.10 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 NR 288 <35 <35 <35
TMW-3 05/15/13 0.11 J 0.39 J <0.10 <0.22 <0.10 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 NR 357 <35 <35 <35
TW-1
WSW-3
WSW-1
WSW-2
Page 3 of 4
Date: 12/12/2022 Facility ID # : 0-032960
EPA Method
504.1
EPA
Method
6010B/
3030C
WellIDDate Sampled (mm/dd/yy)1 600 600 500 20 6 70 70 70 400 400 0.02 15 400 700 200
5,000 260,000 80,000 50,000 20,000 6,000 70,000 30,500 26,100 24,100 28,500 50 15,000 NE NE NELeadn-PropylbenzeneTABLE 7
SUMMARY OF GROUND WATER SAMPLE ANALYTICAL RESULTS
EASTWOOD SERVICE STATION (INCIDENT NO. 29723)
Analytical Method EPA Method 6200B MADEP Method VPH
Contaminant of Concern
BenzeneTolueneEthylbenzeneXylenesMTBEC5-C8 AliphaticsC9-C12 AliphaticsC9-C10 Aromatics1,3,5-Trimethylbenzene1,2,4-TrimethylbenzeneEDBGCL (µg/l)
2L Standard (µg/l)NaphthaleneIPEIsopropylbenzene03/16/22 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
11/15/22 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
Notes:
• Results reported in µg/l (micrograms per liter).
• NR:Not Requested
• NE: Standard not established.
• NS: Not Sampled.
• Concentrations in bold face type exceeded the 2L standard.
• < : Less than the method detection limit specified in the laboratory report.
• J: Estimated value; between the MDL and PQL.
• E: Value exceeded calibration range.
• Concentrations of bromodichloromethane (7.1 μg/l in WSW-1), dibromochloromethane (15.2 μg/l in WSW-1), bromoform (13.2 μg/l in WSW-1), and p-iopropyltoluene (42.4 μg/l in MW-6)
exceeded the MAC during the November 15, 2022, sampling event.
• For other compounds reported which did not exceed the 2L Standards, refer to the laboratory reports.
Trip Blank
• 2L Standard: as specified in T15A NCAC 2L.0202.
• GCL : Gross contamination level.
Page 4 of 4

APPENDICES

APPENDIX A
State Correspondence

3058 Received NOV 01 2022

APPENDIX B
Soil Boring Logs

Geological Resources, Inc.Phone:[phone]
3502 Hayes Road Fax:[phone]
Monroe, NC 28110
SUBSURFACE LOG
Project Eastwood Service Station
Address 156 Lea Road, West End, NC
Boring Number SB-11 Date Drilled
Sample Method Grab Drilling Method 2.035" Macrocore
Completion Details Boring abandoned with bentonite pellets and capped with concrete
Driller Samuel Bowers (GRI)Log By Kyle Perry
Sample PID
Depth Interval(ft)GRO DRO ppm LITHOLOGY
0
1 59 14 243.8
2 204.9
131.5
4 4 105 166 185.3
129.7
6 266.4
214.4
8 155.9
81.8
10 10 126 27 462.6
245.2
12 123
13 390 147 351.7
14 279.6
318.1
16
GRO/DRO results reported in mg/kg.
11/09/22
UVF
0' - 0.5' concrete
0.5' - 5.0' brown/grey sandy SILT; petrol odor
5.0' - 10.0' grey sandy SILT; petrol odor
BORING TERMINATED and abandoned.
10.0' - 15.0' brown/tan CLAY; moist; petrol odor
Geological Resources, Inc.Phone:[phone]
3502 Hayes Road Fax:[phone]
Monroe, NC 28110
SUBSURFACE LOG
Project Eastwood Service Station
Address 156 Lea Road, West End, NC
Boring Number SB-12 Date Drilled
Sample Method Grab Drilling Method 2.035" Macrocore
Completion Details Boring abandoned with bentonite pellets and capped with concrete
Driller Samuel Bowers (GRI)Log By Kyle Perry
Sample PID
Depth Interval(ft)GRO DRO ppm LITHOLOGY
0
72.5
2 2 135 17 213.2
3 102 30 622.5
4 157.5
339.1
6 6 110 16 542.3
7 220 101 584.4
8 236.1
238.2
10 142.4
59.3
12 59.3
90.4
14 117
154.5
16
GRO/DRO results reported in mg/kg.
11/09/22
UVF
0' - 0.5' concrete
0.5' - 3.0' brown/grey sandy SILT; moist; petrol odor
3.0' - 10.0' brown/grey clayey/sandy SILT; moist; petrol odor
BORING TERMINATED and abandoned.
10.0' - 15.0' brown/grey clayey/sandy SILT; moist; petrol odor
Geological Resources, Inc.Phone:[phone]
3502 Hayes Road Fax:[phone]
Monroe, NC 28110
SUBSURFACE LOG
Project Eastwood Service Station
Address 156 Lea Road, West End, NC
Boring Number SB-13 Date Drilled
Sample Method Grab Drilling Method 2.035" Macrocore
Completion Details Boring abandoned with bentonite pellets and capped with concrete
Driller Samuel Bowers (GRI)Log By Kyle Perry
Sample PID
Depth Interval(ft)GRO DRO ppm LITHOLOGY
0
103.5
2 2 162.5 155.5 118.9
150.1
4 4 293 398 251.9
318.4
6 220.8
203.7
8 109.7
169.5
10 225.2
135.2
12 235.8
122.9
14 14 3760 520 1332
15 1202 133 1201
16
GRO/DRO results reported in mg/kg.
11/09/22
UVF
0' - 0.5' asphalt
0.5' - 9.0' brown sandy SILT; petrol odor
BORING TERMINATED and abandoned.
9.0' - 12.0' brown/tan clayey/sandy SILT; petrol odor
12.0' - 15.0' tannish red clayey/sandy SILT; moist; petrol odor
Geological Resources, Inc.Phone:[phone]
3502 Hayes Road Fax:[phone]
Monroe, NC 28110
SUBSURFACE LOG
Project Eastwood Service Station
Address 156 Lea Road, West End, NC
Boring Number SB-14 Date Drilled
Sample Method Grab Drilling Method 2.035" Macrocore
Completion Details Boring abandoned with bentonite pellets and capped with concrete
Driller Samuel Bowers (GRI)Log By Kyle Perry
Sample PID
Depth Interval(ft)GRO DRO ppm LITHOLOGY
0
369.9
2 2 1980 772 580
456.3
4 4 3364 1680 647.5
285.8
6 6 1552 1384 432.3
327.4
8 305.8
198.4
10 166
160.5
12 98.1
260.5
14 374.2
15 216 120 464.1
16
GRO/DRO results reported in mg/kg.
11/09/22
UVF
0' - 0.5' asphalt
0.5' - 2.0' light brown sandy SILT; petrol odor
2.0' - 5.0' dark brown sandy SILT; petrol odor
5.0' - 15.0' light brown sandy SILT; moist; petrol odor
BORING TERMINATED and abandoned.
Geological Resources, Inc.Phone:[phone]
3502 Hayes Road Fax:[phone]
Monroe, NC 28110
SUBSURFACE LOG
Project Eastwood Service Station
Address 156 Lea Road, West End, NC
Boring Number SB-15 Date Drilled
Sample Method Grab Drilling Method 2.035" Macrocore
Completion Details Boring abandoned with bentonite pellets and capped with native soil
Driller Samuel Bowers (GRI)Log By Kyle Perry
Sample PID
Depth Interval(ft)GRO DRO ppm LITHOLOGY
0
1 14.6 11.6 23.8
2 16.9
3 18.4 96.4 36.8
4 18.0
25.1
6 52.3
47.3
8 8 664 272 105.9
87.3
10 54
11 1096 326 393.1
12 98.2
29.8
14 46.3
33.4
16
GRO/DRO results reported in mg/kg.
11/09/22
UVF
0' - 6.0' dark brown sandy SILT; petrol odor
6.0' - 10.0' grey/tan clayey/sandy SILT; petrol odor
BORING TERMINATED and abandoned.
10.0' - 15.0' tan/brown clayey/sandy SILT; moist; petrol odor
Geological Resources, Inc.Phone:[phone]
3502 Hayes Road Fax:[phone]
Monroe, NC 28110
SUBSURFACE LOG
Project Eastwood Service Station
Address 156 Lea Road, West End, NC
Boring Number SB-16 Date Drilled
Sample Method Grab Drilling Method 2.035" Macrocore
Completion Details Boring abandoned with bentonite pellets and capped with native soil
Driller Samuel Bowers (GRI)Log By Kyle Perry
Sample PID
Depth Interval(ft)GRO DRO ppm LITHOLOGY
0
1 145 90 153.1
2 28.8
3 43 49.5 37.4
4 21.3
81.4
6 162.2
127
8 146.9
141.3
10 10 157 109.5 167
62.7
12 12 1664 440 243.4
122.5
14 103.6
125
16
GRO/DRO results reported in mg/kg.
11/09/22
UVF
0' - 9.0' dark brown sandy SILT; petrol odor
BORING TERMINATED and abandoned.
9.0' - 15.0' tan/brown clayey/sandy SILT; moist; petrol odor
Geological Resources, Inc.Phone:[phone]
3502 Hayes Road Fax:[phone]
Monroe, NC 28110
SUBSURFACE LOG
Project Eastwood Service Station
Address 156 Lea Road, West End, NC
Boring Number SB-17 Date Drilled
Sample Method Grab Drilling Method 2.035" Macrocore
Completion Details Boring abandoned with bentonite pellets and capped with concrete
Driller Samuel Bowers (GRI)Log By Kyle Perry
Sample PID
Depth Interval(ft)GRO DRO ppm LITHOLOGY
0
1 252 508 379.2
2 349.4
235.1
4 4 340 184 252.4
522.8
6 298.5
171.8
8 288.2
313.9
10 388.7
329.0
12 538.7
13 930 170 1434
14 535.1
15 432 112 630.1
16
GRO/DRO results reported in mg/kg.
11/09/22
UVF
0' - 0.5' asphalt
0.5' - 7.0' light brown sandy SILT; petrol odor
7.0' - 12.0' brown/tan clayey/sandy SILT; moist; petrol odor
BORING TERMINATED and abandoned.
12.0' - 15.0' tannish red clayey/sandy SILT; moist; petrol odor

APPENDIX C
Past Soil Quality Information

APPENDIX D
UVF Report – Soil Samples

3502 Hayes Road • Monroe, North Carolina 28110
113 West Firetower Road, Suite G • Winterville, North Carolina 28590
Phone [phone] • [phone] • Fax [phone]
Engineering Certification: C-2727 • Geology Certification: C-127
UVF Trilogy Analytical Report

Samples Collected: November 9, 2022
Samples Analyzed: November 10, 2022
Site Name: Eastwood Service Station
Site Address: 156 Lea Road, West End, NC 27376
GRI Project Number: 3058

November 11, 2022

Kyle Perry
Operator

Technical Procedures
Sample Collection and Handling
Soil samples may be collected using any acceptable procedure. Sampler must use a clean pair of nitrile
gloves for each sample collected. The sample will be placed in a clean, sealable bag (ziplock). Once
collected, the sample must be analyzed immediately or placed on ice. The sample may be kept on ice for
up to 48 hours prior to UVF analyses. If the sample cannot be analyzed within 48 hours, the sample may
be extracted and kept at 4 degrees C for up to 14 days. Proper chain-of-custody procedures must be
followed.
Calibration
The UFV Trilogy has standard calibrations stored for the following analysis:
 GRO
 DRO
 Total PAH
 Target PAH
 Heavy PAH
Prior to use, calibration standards are used to perform a 5-point verification on the factory stored
calibrations for GRO and DRO. The calibration standards used are as follows:
GRO
 0.5 ppm
 1 ppm
 3 ppm
 5 ppm
 10 ppm
DRO
 0.1 ppm
 0.5 ppm
 1 ppm
 3 ppm
 5 ppm
Operation
Sample Extraction
 5mg of soil are weighed into a clean extraction jar
 Methanol is added to the extraction jar to create a 2x or 4x dilution
o 2x Dilution: 10 mL of methanol
o 4x Dilution: 20 mL of methanol
 The extraction jar is shaken for several minutes to thoroughly mix the soil with solvent
(methanol)
 The mixture is allowed to settle for several minutes
 A clean syringe is used to draw liquid from the extraction jar
 A clean filter is attached to the end of the syringe and the liquid dispensed through the filter
into a clean test tube
 This liquid is referred to as the extraction
Dilution Preparation
 An adjustable micropipette is used to precisely measure out the amount of extract needed for
the dilution
Technical Procedures
 The measured out amount of the extract is added to a clean test tube and methanol is added
dilute the extract. Examples of dilutions are shown below:

Extract Amount
500 μL
200 μL
100 μL
50 μL
25 μL

Add Solvent to the
5 mL line
5 mL line
5 mL line
5 mL line
5 mL line
2x Extract
Dilution Factor
20x
50x
100x
200x
400x
4x Extract
Dilution Factor
40x
100x
200x
400x
800x

Sample Analyzation
 The dilution is shaken to thoroughly mix, then poured into a clean glass cuvette
 The desired module is inserted into the UVF Trilogy and the corresponding factory calibration is
selected
 “Measure Fluorescence” is pressed on the touchscreen and the reading is recorded
 The reading should be between the concentrations of the calibration standards (GRO: 0.5-10
ppm; DRO 0.1-5 ppm)
o Reading below the calibration standard range are recorded as below the detection limit
 Detection Limit = (lower range of calibration standards range) x dilution factor
(i.e. a GRO sample with a 100x dilution factor has a detection limit of 50 ppm)
o Readings above the calibration standard range should be further diluted and reanalyzed
o Negative readings are an indication of quenching (see below)
 The reading is multiplied by the dilution factor to calculate the final concentration
 Check suspected contaminated samples for quenching by running additional dilutions
o According to the siteLAB Quick Reference Guide:
“Quenching” can occur when the detector is swamped by too many hydrocarbons or
organic interferences, producing low or negative concentrations. Test the sample at
multiple dilutions to confirm results are linear and accurate.”
QA/QC
Calibration
 The UFV Trilogy will be calibrated daily prior to use
 The calibration results will be saved and entered into the calibration log
Method Blank
 A method blank of methanol will be analyzed following calibration and following the last sample
analyzed for each site
Duplicates
 One duplicate will be analyzed for every 20 samples
 The duplicate will be prepared from the extract of the sample and diluted to the same factor as
the sample analyzed
Project Name:Date Collected:
Project Number:Date Analysed:
Project Manager:Operator:
Sample ID Matrix Dilution
Factor x
GRO
Output
(ppm)
=GRO Value
(mg/Kg)
Dilution
Factor x
DRO
Output
(ppm)
=DRO Value
(mg/Kg)
Soil 100 0.59 59 100 0.14 14
Soil 100 1.05 105 100 1.66 166
Soil 100 1.26 126 100 0.27 27
Soil 100 3.9 390 100 1.47 147
Soil 100 1.35 135 100 0.17 17
Soil 100 1.02 102 100 0.3 30
Soil 100 1.1 110 100 0.16 16
Soil 100 2.2 220 100 1.01 101
Soil 50 3.25 162.5 50 3.11 155.5
Soil 50 5.86 293 100 3.98 398
Soil 1000 3.76 3760 1000 0.52 520
Soil 200 6.01 1202 100 1.33 133
Soil 200 9.9 1980 200 3.86 772
Soil 400 8.41 3364 400 4.2 1680
Soil 400 3.88 1552 400 3.46 1384
Soil 400 0.54 216 400 0.3 120
Soil 20 0.73 14.6 20 0.58 11.6
Soil 20 0.92 18.4 20 4.82 96.4
Soil 200 3.32 664 200 1.36 272
Soil 200 5.48 1096 200 1.63 326
Soil 100 1.45 145 100 0.9 90
Soil 50 0.86 43 50 0.99 49.5
Soil 50 3.14 157 50 2.19 109.5
Soil 400 4.16 1664 400 1.1 440
Soil 400 0.63 252 400 1.27 508
Soil 200 1.7 340 200 0.92 184
Soil 1000 0.93 930 1000 0.17 170
Soil 400 1.08 432 400 0.28 112
UVF Analytical Report
siteLAB UVF Trilogy
11/10/2022
11/9/2022
Kyle Perry
Eastwood Service Station
3058
William Regenthal
Report Date:
11/11/2022
Page:
1 of 1Eastwood Service Station
Site:
SB-11-1'
SB-11-4'
SB-11-10'
SB-11-13'
SB-12-2'
SB-12-3'
SB-12-6'
SV-12-7'
SB-13-2'
SB-13-4'
SB-13-14'
SB-13-15'
SB-14-2'
SB-14-4'
SB-14-6'
SB-14-15'
SB-15-1'
SB-15-3'
SB-15-8'
SB-15-11'
SB-16-1'
SB-16-3'
SB-16-10'
SB-16-12'
SB-17-1'
SB-17-4'
SB-17-15'
SB-17-13'

APPENDIX E
Laboratory Report – Ground Water Samples
12/12/22
Technical Report for
GRI (Geological Resources Inc.)
Eastwood Service Station; 156 Lea Rd, West End, NC
3058
SGS Job Number: FC614
Sampling Date: 11/15/22
Report to:
GRI
3502 Hayes Rd
Monroe, NC 28110
[e-mail]; [e-mail];
[e-mail]
ATTN: Justin Radford
Total number of pages in report:
Certifications: FL(E83510), LA(03051), KS(E-10327), NC(573), NJ(FL002), NY(12022), SC(96038001)
DoD ELAP(ANAB L2229), AZ(AZ0806), CA(2937), TX(T104704404), PA(68-03573), VA(460177),
AL, AK, AR, CT, IA, KY, MA, MI. MS, ND, NH, NV, OK, OR, IL, UT, VT, WA, WI, WV
This report shall not be reproduced, except in its entirety, without the written approval of SGS.
Test results relate only to samples analyzed.
SGS North America Inc. • 4405 Vineland Road • Suite C-15 • Orlando, FL 32811 • tel: [phone] • fax: [phone]
Test results contained within this data package meet the requirements
of the National Environmental Laboratory Accreditation Program
and/or state specific certification programs as applicable.
Client Service contact: Muna Mohammed 407-425-6700
Norm Farmer
Technical Director
Orlando, FL 12/12/22
e-Hardcopy 2.0
Automated Report
47
SGS is the sole authority for authorizing edits or modifications to this document.
Unauthorized modification of this report is strictly prohibited.
Review standard terms at: http://www.sgs.com/en/terms-and-conditions
The results set forth herein are provided by SGS North America Inc.
Please share your ideas about
how we can serve you better at:
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1 of 47
FC614
Table of Contents
-1-
Sections:
Section 1: Sample Summary ...................................................................................................3
Section 2: Summary of Hits ....................................................................................................4
Section 3: Sample Results ........................................................................................................6
3.1: FC614-1: TRIP BLANK ...............................................................................................7
3.2: FC614-2: TW-1 .............................................................................................................10
3.3: FC614-3: MW-1 ............................................................................................................13
3.4: FC614-4: MW-2 ............................................................................................................16
3.5: FC614-5: MW-3 ............................................................................................................19
3.6: FC614-6: MW-5 ............................................................................................................22
3.7: FC614-7: MW-6 ............................................................................................................25
3.8: FC614-8: MW-8 ............................................................................................................28
3.9: FC614-9: MW-9 ............................................................................................................31
3.10: FC614-10: WSW-1 .....................................................................................................34
Section 4: Misc. Forms ............................................................................................................37
4.1: Chain of Custody ...........................................................................................................38
Section 5: MS Volatiles - QC Data Summaries .....................................................................40
5.1: Method Blank Summary ................................................................................................41
5.2: Blank Spike Summary ...................................................................................................43
5.3: Matrix Spike/Matrix Spike Duplicate Summary ...........................................................45 123452 of 47
FC614
SGS North America Inc.
Sample Summary
GRI (Geological Resources Inc.)
Job No:FC614
Eastwood Service Station; 156 Lea Rd, West End, NC
Project No: 3058
Sample Collected Matrix Client
Number Date Time By Received Code Type Sample ID
This report contains results reported as ND = Not detected. The following applies:
Organics ND = Not detected above the MDL
FC614-1 11/15/22 09:21 JB 11/16/22 AQ Trip Blank Water TRIP BLANK
FC614-2 11/15/22 10:29 JB 11/16/22 AQ Ground Water TW-1
FC614-3 11/15/22 10:40 JB 11/16/22 AQ Ground Water MW-1
FC614-4 11/15/22 10:52 JB 11/16/22 AQ Ground Water MW-2
FC614-5 11/15/22 11:04 JB 11/16/22 AQ Ground Water MW-3
FC614-6 11/15/22 11:13 JB 11/16/22 AQ Ground Water MW-5
FC614-7 11/15/22 11:25 JB 11/16/22 AQ Ground Water MW-6
FC614-8 11/15/22 11:37 JB 11/16/22 AQ Ground Water MW-8
FC614-9 11/15/22 11:56 JB 11/16/22 AQ Ground Water MW-9
FC614-10 11/15/22 12:24 JB 11/16/22 AQ Water WSW-1
3 of 47
FC6141
Summary of Hits Page 1 of 2
Job Number:FC614
Account:GRI (Geological Resources Inc.)
Project:Eastwood Service Station; 156 Lea Rd, West End, NC
Collected:11/15/22
Lab Sample ID Client Sample ID Result/
Analyte Qual RL MDL Units Method
FC614-1 TRIP BLANK
No hits reported in this sample.
FC614-2 TW-1
Tetrachloroethylene a 0.36 J 0.50 0.13 ug/l SM 6200B
FC614-3 MW-1
No hits reported in this sample.
FC614-4 MW-2
p-Isopropyltoluene a 5.9 0.50 0.13 ug/l SM 6200B
FC614-5 MW-3
Tetrachloroethylene a 0.53 0.50 0.13 ug/l SM 6200B
FC614-6 MW-5
No hits reported in this sample.
FC614-7 MW-6
Benzene a 110 10 2.5 ug/l SM 6200B
n-Butylbenzene a 4.5 J 10 2.5 ug/l SM 6200B
sec-Butylbenzene a 5.8 J 10 2.5 ug/l SM 6200B
Ethylbenzene a 641 10 2.5 ug/l SM 6200B
Isopropylbenzene a 39.9 10 2.5 ug/l SM 6200B
p-Isopropyltoluene a 42.4 10 2.5 ug/l SM 6200B
Naphthalene a 192 10 2.5 ug/l SM 6200B
n-Propylbenzene a 55.9 10 2.5 ug/l SM 6200B
Toluene a 48.4 10 2.5 ug/l SM 6200B
1,2,4-Trimethylbenzene a 585 10 2.5 ug/l SM 6200B
1,3,5-Trimethylbenzene a 37.8 10 2.5 ug/l SM 6200B
m,p-Xylene a 681 20 2.5 ug/l SM 6200B
Xylene (total) a 681 30 5.0 ug/l SM 6200B
FC614-8 MW-8
Benzene a 0.20 J 0.50 0.13 ug/l SM 6200B
Ethylbenzene a 0.79 0.50 0.13 ug/l SM 6200B
Naphthalene a 0.46 J 0.50 0.13 ug/l SM 6200B
4 of 47
FC6142
Summary of Hits Page 2 of 2
Job Number:FC614
Account:GRI (Geological Resources Inc.)
Project:Eastwood Service Station; 156 Lea Rd, West End, NC
Collected:11/15/22
Lab Sample ID Client Sample ID Result/
Analyte Qual RL MDL Units Method
1,2,4-Trimethylbenzene a 0.36 J 0.50 0.13 ug/l SM 6200B
m,p-Xylene a 0.68 J 1.0 0.13 ug/l SM 6200B
Xylene (total) a 0.68 J 1.5 0.25 ug/l SM 6200B
FC614-9 MW-9
No hits reported in this sample.
FC614-10 WSW-1
Benzene a 0.16 J 0.50 0.13 ug/l SM 6200B
Bromodichloromethane a 7.1 0.50 0.13 ug/l SM 6200B
Bromoform a 13.2 0.50 0.13 ug/l SM 6200B
Chloroform a 2.1 0.50 0.13 ug/l SM 6200B
Dibromochloromethane a 15.2 0.50 0.13 ug/l SM 6200B
Ethylbenzene a 0.44 J 0.50 0.13 ug/l SM 6200B
(a) Sample re-analyzed beyond hold time.
5 of 47
FC6142
SGS North America Inc.
Sample Results
Report of Analysis
Orlando, FL
Section 3
6 of 47
FC6143
SGS North America Inc.
Report of Analysis Page 1 of 3
Client Sample ID:TRIP BLANK
Lab Sample ID:FC614-1 Date Sampled:11/15/22
Matrix:AQ - Trip Blank Water Date Received:11/16/22
Method:SM 6200B Percent Solids:n/a
Project:Eastwood Service Station; 156 Lea Rd, West End, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 a A0236182.D 1 12/07/22 11:10 LR n/a n/a VA3314
Run #2 b A0235896.D 1 11/28/22 23:12 KW n/a n/a VA3302
Purge Volume
Run #1 10.0 ml
Run #2 10.0 ml
VOA 6200B List
CAS No.Compound Result RL MDL Units Q
71-43-2 Benzene ND 0.50 0.13 ug/l
108-86-1 Bromobenzene ND 0.50 0.13 ug/l
74-97-5 Bromochloromethane ND 0.50 0.13 ug/l
75-27-4 Bromodichloromethane ND 0.50 0.13 ug/l
75-25-2 Bromoform ND 0.50 0.13 ug/l
104-51-8 n-Butylbenzene ND 0.50 0.13 ug/l
135-98-8 sec-Butylbenzene ND 0.50 0.13 ug/l
98-06-6 tert-Butylbenzene ND 0.50 0.13 ug/l
56-23-5 Carbon Tetrachloride ND 0.50 0.13 ug/l
108-90-7 Chlorobenzene ND 0.50 0.13 ug/l
75-00-3 Chloroethane c ND 0.50 0.20 ug/l
67-66-3 Chloroform ND 0.50 0.13 ug/l
95-49-8 o-Chlorotoluene ND 0.50 0.13 ug/l
106-43-4 p-Chlorotoluene ND 0.50 0.13 ug/l
124-48-1 Dibromochloromethane ND 0.50 0.13 ug/l
96-12-8 1,2-Dibromo-3-chloropropane ND 0.50 0.25 ug/l
106-93-4 1,2-Dibromoethane ND 0.50 0.13 ug/l
75-71-8 Dichlorodifluoromethane ND 0.50 0.20 ug/l
95-50-1 1,2-Dichlorobenzene ND 0.50 0.13 ug/l
541-73-1 1,3-Dichlorobenzene ND 0.50 0.13 ug/l
106-46-7 1,4-Dichlorobenzene ND 0.50 0.13 ug/l
75-34-3 1,1-Dichloroethane ND 0.50 0.13 ug/l
107-06-2 1,2-Dichloroethane ND 0.50 0.13 ug/l
75-35-4 1,1-Dichloroethylene ND 0.50 0.13 ug/l
156-59-2 cis-1,2-Dichloroethylene ND 0.50 0.13 ug/l
156-60-5 trans-1,2-Dichloroethylene ND 0.50 0.13 ug/l
78-87-5 1,2-Dichloropropane ND 0.50 0.13 ug/l
142-28-9 1,3-Dichloropropane ND 0.50 0.13 ug/l
594-20-7 2,2-Dichloropropane ND 0.50 0.13 ug/l
563-58-6 1,1-Dichloropropene ND 0.50 0.13 ug/l
10061-01-5 cis-1,3-Dichloropropene ND 0.50 0.13 ug/l
10061-02-6 trans-1,3-Dichloropropene ND 0.50 0.13 ug/l
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
7 of 47
FC61433.1
SGS North America Inc.
Report of Analysis Page 2 of 3
Client Sample ID:TRIP BLANK
Lab Sample ID:FC614-1 Date Sampled:11/15/22
Matrix:AQ - Trip Blank Water Date Received:11/16/22
Method:SM 6200B Percent Solids:n/a
Project:Eastwood Service Station; 156 Lea Rd, West End, NC
VOA 6200B List
CAS No.Compound Result RL MDL Units Q
108-20-3 Di-Isopropyl Ether ND 0.50 0.13 ug/l
100-41-4 Ethylbenzene ND 0.50 0.13 ug/l
87-68-3 Hexachlorobutadiene ND 0.50 0.13 ug/l
98-82-8 Isopropylbenzene ND 0.50 0.13 ug/l
99-87-6 p-Isopropyltoluene ND 0.50 0.13 ug/l
74-83-9 Methyl Bromide c ND 0.50 0.20 ug/l
74-87-3 Methyl Chloride ND 0.50 0.20 ug/l
74-95-3 Methylene Bromide ND 0.50 0.13 ug/l
75-09-2 Methylene Chloride ND 2.0 1.0 ug/l
1634-04-4 Methyl Tert Butyl Ether ND 0.50 0.13 ug/l
91-20-3 Naphthalene ND 0.50 0.13 ug/l
103-65-1 n-Propylbenzene ND 0.50 0.13 ug/l
100-42-5 Styrene ND 0.50 0.13 ug/l
630-20-6 1,1,1,2-Tetrachloroethane ND 0.50 0.13 ug/l
79-34-5 1,1,2,2-Tetrachloroethane ND 0.50 0.13 ug/l
127-18-4 Tetrachloroethylene ND 0.50 0.13 ug/l
108-88-3 Toluene ND 0.50 0.13 ug/l
87-61-6 1,2,3-Trichlorobenzene ND 0.50 0.13 ug/l
120-82-1 1,2,4-Trichlorobenzene ND 0.50 0.13 ug/l
71-55-6 1,1,1-Trichloroethane ND 0.50 0.13 ug/l
79-00-5 1,1,2-Trichloroethane ND 0.50 0.13 ug/l
79-01-6 Trichloroethylene ND 0.50 0.13 ug/l
75-69-4 Trichlorofluoromethane c ND 0.50 0.20 ug/l
96-18-4 1,2,3-Trichloropropane ND 0.50 0.13 ug/l
95-63-6 1,2,4-Trimethylbenzene ND 0.50 0.13 ug/l
108-67-8 1,3,5-Trimethylbenzene ND 0.50 0.13 ug/l
75-01-4 Vinyl Chloride ND 0.50 0.13 ug/l
m,p-Xylene ND 1.0 0.13 ug/l
95-47-6 o-Xylene ND 0.50 0.13 ug/l
1330-20-7 Xylene (total)ND 1.5 0.25 ug/l
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
1868-53-7 Dibromofluoromethane 100%101%70-130%
17060-07-0 1,2-Dichloroethane-D4 104%109%70-130%
2037-26-5 Toluene-D8 100%99%70-130%
460-00-4 4-Bromofluorobenzene 100%96%70-130%
(a) Sample re-analyzed beyond hold time.
(b) Confirmation run.
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
8 of 47
FC61433.1
SGS North America Inc.
Report of Analysis Page 3 of 3
Client Sample ID:TRIP BLANK
Lab Sample ID:FC614-1 Date Sampled:11/15/22
Matrix:AQ - Trip Blank Water Date Received:11/16/22
Method:SM 6200B Percent Solids:n/a
Project:Eastwood Service Station; 156 Lea Rd, West End, NC
VOA 6200B List
CAS No.Compound Result RL MDL Units Q
(c) Associated BS recovery outside control limits high, sample is ND.
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
9 of 47
FC61433.1
SGS North America Inc.
Report of Analysis Page 1 of 3
Client Sample ID:TW-1
Lab Sample ID:FC614-2 Date Sampled:11/15/22
Matrix:AQ - Ground Water Date Received:11/16/22
Method:SM 6200B Percent Solids:n/a
Project:Eastwood Service Station; 156 Lea Rd, West End, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 a A0236186.D 1 12/07/22 12:42 LR n/a n/a VA3314
Run #2 b A0235897.D 1 11/28/22 23:35 KW n/a n/a VA3302
Purge Volume
Run #1 10.0 ml
Run #2 10.0 ml
VOA 6200B List
CAS No.Compound Result RL MDL Units Q
71-43-2 Benzene ND 0.50 0.13 ug/l
108-86-1 Bromobenzene ND 0.50 0.13 ug/l
74-97-5 Bromochloromethane ND 0.50 0.13 ug/l
75-27-4 Bromodichloromethane ND 0.50 0.13 ug/l
75-25-2 Bromoform ND 0.50 0.13 ug/l
104-51-8 n-Butylbenzene ND 0.50 0.13 ug/l
135-98-8 sec-Butylbenzene ND 0.50 0.13 ug/l
98-06-6 tert-Butylbenzene ND 0.50 0.13 ug/l
56-23-5 Carbon Tetrachloride ND 0.50 0.13 ug/l
108-90-7 Chlorobenzene ND 0.50 0.13 ug/l
75-00-3 Chloroethane c ND 0.50 0.20 ug/l
67-66-3 Chloroform ND 0.50 0.13 ug/l
95-49-8 o-Chlorotoluene ND 0.50 0.13 ug/l
106-43-4 p-Chlorotoluene ND 0.50 0.13 ug/l
124-48-1 Dibromochloromethane ND 0.50 0.13 ug/l
96-12-8 1,2-Dibromo-3-chloropropane ND 0.50 0.25 ug/l
106-93-4 1,2-Dibromoethane ND 0.50 0.13 ug/l
75-71-8 Dichlorodifluoromethane ND 0.50 0.20 ug/l
95-50-1 1,2-Dichlorobenzene ND 0.50 0.13 ug/l
541-73-1 1,3-Dichlorobenzene ND 0.50 0.13 ug/l
106-46-7 1,4-Dichlorobenzene ND 0.50 0.13 ug/l
75-34-3 1,1-Dichloroethane ND 0.50 0.13 ug/l
107-06-2 1,2-Dichloroethane ND 0.50 0.13 ug/l
75-35-4 1,1-Dichloroethylene ND 0.50 0.13 ug/l
156-59-2 cis-1,2-Dichloroethylene ND 0.50 0.13 ug/l
156-60-5 trans-1,2-Dichloroethylene ND 0.50 0.13 ug/l
78-87-5 1,2-Dichloropropane ND 0.50 0.13 ug/l
142-28-9 1,3-Dichloropropane ND 0.50 0.13 ug/l
594-20-7 2,2-Dichloropropane ND 0.50 0.13 ug/l
563-58-6 1,1-Dichloropropene ND 0.50 0.13 ug/l
10061-01-5 cis-1,3-Dichloropropene ND 0.50 0.13 ug/l
10061-02-6 trans-1,3-Dichloropropene ND 0.50 0.13 ug/l
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
10 of 47
FC61433.2
SGS North America Inc.
Report of Analysis Page 2 of 3
Client Sample ID:TW-1
Lab Sample ID:FC614-2 Date Sampled:11/15/22
Matrix:AQ - Ground Water Date Received:11/16/22
Method:SM 6200B Percent Solids:n/a
Project:Eastwood Service Station; 156 Lea Rd, West End, NC
VOA 6200B List
CAS No.Compound Result RL MDL Units Q
108-20-3 Di-Isopropyl Ether ND 0.50 0.13 ug/l
100-41-4 Ethylbenzene ND 0.50 0.13 ug/l
87-68-3 Hexachlorobutadiene ND 0.50 0.13 ug/l
98-82-8 Isopropylbenzene ND 0.50 0.13 ug/l
99-87-6 p-Isopropyltoluene ND 0.50 0.13 ug/l
74-83-9 Methyl Bromide c ND 0.50 0.20 ug/l
74-87-3 Methyl Chloride ND 0.50 0.20 ug/l
74-95-3 Methylene Bromide ND 0.50 0.13 ug/l
75-09-2 Methylene Chloride ND 2.0 1.0 ug/l
1634-04-4 Methyl Tert Butyl Ether ND 0.50 0.13 ug/l
91-20-3 Naphthalene ND 0.50 0.13 ug/l
103-65-1 n-Propylbenzene ND 0.50 0.13 ug/l
100-42-5 Styrene ND 0.50 0.13 ug/l
630-20-6 1,1,1,2-Tetrachloroethane ND 0.50 0.13 ug/l
79-34-5 1,1,2,2-Tetrachloroethane ND 0.50 0.13 ug/l
127-18-4 Tetrachloroethylene 0.36 0.50 0.13 ug/l J
108-88-3 Toluene ND 0.50 0.13 ug/l
87-61-6 1,2,3-Trichlorobenzene ND 0.50 0.13 ug/l
120-82-1 1,2,4-Trichlorobenzene ND 0.50 0.13 ug/l
71-55-6 1,1,1-Trichloroethane ND 0.50 0.13 ug/l
79-00-5 1,1,2-Trichloroethane ND 0.50 0.13 ug/l
79-01-6 Trichloroethylene ND 0.50 0.13 ug/l
75-69-4 Trichlorofluoromethane c ND 0.50 0.20 ug/l
96-18-4 1,2,3-Trichloropropane ND 0.50 0.13 ug/l
95-63-6 1,2,4-Trimethylbenzene ND 0.50 0.13 ug/l
108-67-8 1,3,5-Trimethylbenzene ND 0.50 0.13 ug/l
75-01-4 Vinyl Chloride ND 0.50 0.13 ug/l
m,p-Xylene ND 1.0 0.13 ug/l
95-47-6 o-Xylene ND 0.50 0.13 ug/l
1330-20-7 Xylene (total)ND 1.5 0.25 ug/l
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
1868-53-7 Dibromofluoromethane 99%102%70-130%
17060-07-0 1,2-Dichloroethane-D4 105%109%70-130%
2037-26-5 Toluene-D8 99%99%70-130%
460-00-4 4-Bromofluorobenzene 99%95%70-130%
(a) Sample re-analyzed beyond hold time.
(b) Confirmation run.
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
11 of 47
FC61433.2
SGS North America Inc.
Report of Analysis Page 3 of 3
Client Sample ID:TW-1
Lab Sample ID:FC614-2 Date Sampled:11/15/22
Matrix:AQ - Ground Water Date Received:11/16/22
Method:SM 6200B Percent Solids:n/a
Project:Eastwood Service Station; 156 Lea Rd, West End, NC
VOA 6200B List
CAS No.Compound Result RL MDL Units Q
(c) Associated BS recovery outside control limits high, sample is ND.
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
12 of 47
FC61433.2
SGS North America Inc.
Report of Analysis Page 1 of 3
Client Sample ID:MW-1
Lab Sample ID:FC614-3 Date Sampled:11/15/22
Matrix:AQ - Ground Water Date Received:11/16/22
Method:SM 6200B Percent Solids:n/a
Project:Eastwood Service Station; 156 Lea Rd, West End, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 a A0236187.D 1 12/07/22 13:05 LR n/a n/a VA3314
Run #2 b A0235898.D 1 11/28/22 23:57 KW n/a n/a VA3302
Purge Volume
Run #1 10.0 ml
Run #2 10.0 ml
VOA 6200B List
CAS No.Compound Result RL MDL Units Q
71-43-2 Benzene ND 0.50 0.13 ug/l
108-86-1 Bromobenzene ND 0.50 0.13 ug/l
74-97-5 Bromochloromethane ND 0.50 0.13 ug/l
75-27-4 Bromodichloromethane ND 0.50 0.13 ug/l
75-25-2 Bromoform ND 0.50 0.13 ug/l
104-51-8 n-Butylbenzene ND 0.50 0.13 ug/l
135-98-8 sec-Butylbenzene ND 0.50 0.13 ug/l
98-06-6 tert-Butylbenzene ND 0.50 0.13 ug/l
56-23-5 Carbon Tetrachloride ND 0.50 0.13 ug/l
108-90-7 Chlorobenzene ND 0.50 0.13 ug/l
75-00-3 Chloroethane c ND 0.50 0.20 ug/l
67-66-3 Chloroform ND 0.50 0.13 ug/l
95-49-8 o-Chlorotoluene ND 0.50 0.13 ug/l
106-43-4 p-Chlorotoluene ND 0.50 0.13 ug/l
124-48-1 Dibromochloromethane ND 0.50 0.13 ug/l
96-12-8 1,2-Dibromo-3-chloropropane ND 0.50 0.25 ug/l
106-93-4 1,2-Dibromoethane ND 0.50 0.13 ug/l
75-71-8 Dichlorodifluoromethane ND 0.50 0.20 ug/l
95-50-1 1,2-Dichlorobenzene ND 0.50 0.13 ug/l
541-73-1 1,3-Dichlorobenzene ND 0.50 0.13 ug/l
106-46-7 1,4-Dichlorobenzene ND 0.50 0.13 ug/l
75-34-3 1,1-Dichloroethane ND 0.50 0.13 ug/l
107-06-2 1,2-Dichloroethane ND 0.50 0.13 ug/l
75-35-4 1,1-Dichloroethylene ND 0.50 0.13 ug/l
156-59-2 cis-1,2-Dichloroethylene ND 0.50 0.13 ug/l
156-60-5 trans-1,2-Dichloroethylene ND 0.50 0.13 ug/l
78-87-5 1,2-Dichloropropane ND 0.50 0.13 ug/l
142-28-9 1,3-Dichloropropane ND 0.50 0.13 ug/l
594-20-7 2,2-Dichloropropane ND 0.50 0.13 ug/l
563-58-6 1,1-Dichloropropene ND 0.50 0.13 ug/l
10061-01-5 cis-1,3-Dichloropropene ND 0.50 0.13 ug/l
10061-02-6 trans-1,3-Dichloropropene ND 0.50 0.13 ug/l
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
13 of 47
FC61433.3
SGS North America Inc.
Report of Analysis Page 2 of 3
Client Sample ID:MW-1
Lab Sample ID:FC614-3 Date Sampled:11/15/22
Matrix:AQ - Ground Water Date Received:11/16/22
Method:SM 6200B Percent Solids:n/a
Project:Eastwood Service Station; 156 Lea Rd, West End, NC
VOA 6200B List
CAS No.Compound Result RL MDL Units Q
108-20-3 Di-Isopropyl Ether ND 0.50 0.13 ug/l
100-41-4 Ethylbenzene ND 0.50 0.13 ug/l
87-68-3 Hexachlorobutadiene ND 0.50 0.13 ug/l
98-82-8 Isopropylbenzene ND 0.50 0.13 ug/l
99-87-6 p-Isopropyltoluene ND 0.50 0.13 ug/l
74-83-9 Methyl Bromide c ND 0.50 0.20 ug/l
74-87-3 Methyl Chloride ND 0.50 0.20 ug/l
74-95-3 Methylene Bromide ND 0.50 0.13 ug/l
75-09-2 Methylene Chloride ND 2.0 1.0 ug/l
1634-04-4 Methyl Tert Butyl Ether ND 0.50 0.13 ug/l
91-20-3 Naphthalene ND 0.50 0.13 ug/l
103-65-1 n-Propylbenzene ND 0.50 0.13 ug/l
100-42-5 Styrene ND 0.50 0.13 ug/l
630-20-6 1,1,1,2-Tetrachloroethane ND 0.50 0.13 ug/l
79-34-5 1,1,2,2-Tetrachloroethane ND 0.50 0.13 ug/l
127-18-4 Tetrachloroethylene ND 0.50 0.13 ug/l
108-88-3 Toluene ND 0.50 0.13 ug/l
87-61-6 1,2,3-Trichlorobenzene ND 0.50 0.13 ug/l
120-82-1 1,2,4-Trichlorobenzene ND 0.50 0.13 ug/l
71-55-6 1,1,1-Trichloroethane ND 0.50 0.13 ug/l
79-00-5 1,1,2-Trichloroethane ND 0.50 0.13 ug/l
79-01-6 Trichloroethylene ND 0.50 0.13 ug/l
75-69-4 Trichlorofluoromethane c ND 0.50 0.20 ug/l
96-18-4 1,2,3-Trichloropropane ND 0.50 0.13 ug/l
95-63-6 1,2,4-Trimethylbenzene ND 0.50 0.13 ug/l
108-67-8 1,3,5-Trimethylbenzene ND 0.50 0.13 ug/l
75-01-4 Vinyl Chloride ND 0.50 0.13 ug/l
m,p-Xylene ND 1.0 0.13 ug/l
95-47-6 o-Xylene ND 0.50 0.13 ug/l
1330-20-7 Xylene (total)ND 1.5 0.25 ug/l
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
1868-53-7 Dibromofluoromethane 100%101%70-130%
17060-07-0 1,2-Dichloroethane-D4 106%111%70-130%
2037-26-5 Toluene-D8 100%98%70-130%
460-00-4 4-Bromofluorobenzene 100%93%70-130%
(a) Sample re-analyzed beyond hold time.
(b) Confirmation run.
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
14 of 47
FC61433.3
SGS North America Inc.
Report of Analysis Page 3 of 3
Client Sample ID:MW-1
Lab Sample ID:FC614-3 Date Sampled:11/15/22
Matrix:AQ - Ground Water Date Received:11/16/22
Method:SM 6200B Percent Solids:n/a
Project:Eastwood Service Station; 156 Lea Rd, West End, NC
VOA 6200B List
CAS No.Compound Result RL MDL Units Q
(c) Associated BS recovery outside control limits high, sample is ND.
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
15 of 47
FC61433.3
SGS North America Inc.
Report of Analysis Page 1 of 3
Client Sample ID:MW-2
Lab Sample ID:FC614-4 Date Sampled:11/15/22
Matrix:AQ - Ground Water Date Received:11/16/22
Method:SM 6200B Percent Solids:n/a
Project:Eastwood Service Station; 156 Lea Rd, West End, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 a A0236188.D 1 12/07/22 13:28 LR n/a n/a VA3314
Run #2 b A0235899.D 1 11/29/22 00:20 KW n/a n/a VA3302
Purge Volume
Run #1 10.0 ml
Run #2 10.0 ml
VOA 6200B List
CAS No.Compound Result RL MDL Units Q
71-43-2 Benzene ND 0.50 0.13 ug/l
108-86-1 Bromobenzene ND 0.50 0.13 ug/l
74-97-5 Bromochloromethane ND 0.50 0.13 ug/l
75-27-4 Bromodichloromethane ND 0.50 0.13 ug/l
75-25-2 Bromoform ND 0.50 0.13 ug/l
104-51-8 n-Butylbenzene ND 0.50 0.13 ug/l
135-98-8 sec-Butylbenzene ND 0.50 0.13 ug/l
98-06-6 tert-Butylbenzene ND 0.50 0.13 ug/l
56-23-5 Carbon Tetrachloride ND 0.50 0.13 ug/l
108-90-7 Chlorobenzene ND 0.50 0.13 ug/l
75-00-3 Chloroethane c ND 0.50 0.20 ug/l
67-66-3 Chloroform ND 0.50 0.13 ug/l
95-49-8 o-Chlorotoluene ND 0.50 0.13 ug/l
106-43-4 p-Chlorotoluene ND 0.50 0.13 ug/l
124-48-1 Dibromochloromethane ND 0.50 0.13 ug/l
96-12-8 1,2-Dibromo-3-chloropropane ND 0.50 0.25 ug/l
106-93-4 1,2-Dibromoethane ND 0.50 0.13 ug/l
75-71-8 Dichlorodifluoromethane ND 0.50 0.20 ug/l
95-50-1 1,2-Dichlorobenzene ND 0.50 0.13 ug/l
541-73-1 1,3-Dichlorobenzene ND 0.50 0.13 ug/l
106-46-7 1,4-Dichlorobenzene ND 0.50 0.13 ug/l
75-34-3 1,1-Dichloroethane ND 0.50 0.13 ug/l
107-06-2 1,2-Dichloroethane ND 0.50 0.13 ug/l
75-35-4 1,1-Dichloroethylene ND 0.50 0.13 ug/l
156-59-2 cis-1,2-Dichloroethylene ND 0.50 0.13 ug/l
156-60-5 trans-1,2-Dichloroethylene ND 0.50 0.13 ug/l
78-87-5 1,2-Dichloropropane ND 0.50 0.13 ug/l
142-28-9 1,3-Dichloropropane ND 0.50 0.13 ug/l
594-20-7 2,2-Dichloropropane ND 0.50 0.13 ug/l
563-58-6 1,1-Dichloropropene ND 0.50 0.13 ug/l
10061-01-5 cis-1,3-Dichloropropene ND 0.50 0.13 ug/l
10061-02-6 trans-1,3-Dichloropropene ND 0.50 0.13 ug/l
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
16 of 47
FC61433.4
SGS North America Inc.
Report of Analysis Page 2 of 3
Client Sample ID:MW-2
Lab Sample ID:FC614-4 Date Sampled:11/15/22
Matrix:AQ - Ground Water Date Received:11/16/22
Method:SM 6200B Percent Solids:n/a
Project:Eastwood Service Station; 156 Lea Rd, West End, NC
VOA 6200B List
CAS No.Compound Result RL MDL Units Q
108-20-3 Di-Isopropyl Ether ND 0.50 0.13 ug/l
100-41-4 Ethylbenzene ND 0.50 0.13 ug/l
87-68-3 Hexachlorobutadiene ND 0.50 0.13 ug/l
98-82-8 Isopropylbenzene ND 0.50 0.13 ug/l
99-87-6 p-Isopropyltoluene 5.9 0.50 0.13 ug/l
74-83-9 Methyl Bromide c ND 0.50 0.20 ug/l
74-87-3 Methyl Chloride ND 0.50 0.20 ug/l
74-95-3 Methylene Bromide ND 0.50 0.13 ug/l
75-09-2 Methylene Chloride ND 2.0 1.0 ug/l
1634-04-4 Methyl Tert Butyl Ether ND 0.50 0.13 ug/l
91-20-3 Naphthalene ND 0.50 0.13 ug/l
103-65-1 n-Propylbenzene ND 0.50 0.13 ug/l
100-42-5 Styrene ND 0.50 0.13 ug/l
630-20-6 1,1,1,2-Tetrachloroethane ND 0.50 0.13 ug/l
79-34-5 1,1,2,2-Tetrachloroethane ND 0.50 0.13 ug/l
127-18-4 Tetrachloroethylene ND 0.50 0.13 ug/l
108-88-3 Toluene ND 0.50 0.13 ug/l
87-61-6 1,2,3-Trichlorobenzene ND 0.50 0.13 ug/l
120-82-1 1,2,4-Trichlorobenzene ND 0.50 0.13 ug/l
71-55-6 1,1,1-Trichloroethane ND 0.50 0.13 ug/l
79-00-5 1,1,2-Trichloroethane ND 0.50 0.13 ug/l
79-01-6 Trichloroethylene ND 0.50 0.13 ug/l
75-69-4 Trichlorofluoromethane c ND 0.50 0.20 ug/l
96-18-4 1,2,3-Trichloropropane ND 0.50 0.13 ug/l
95-63-6 1,2,4-Trimethylbenzene ND 0.50 0.13 ug/l
108-67-8 1,3,5-Trimethylbenzene ND 0.50 0.13 ug/l
75-01-4 Vinyl Chloride ND 0.50 0.13 ug/l
m,p-Xylene ND 1.0 0.13 ug/l
95-47-6 o-Xylene ND 0.50 0.13 ug/l
1330-20-7 Xylene (total)ND 1.5 0.25 ug/l
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
1868-53-7 Dibromofluoromethane 101%101%70-130%
17060-07-0 1,2-Dichloroethane-D4 108%110%70-130%
2037-26-5 Toluene-D8 93%97%70-130%
460-00-4 4-Bromofluorobenzene 98%93%70-130%
(a) Sample re-analyzed beyond hold time.
(b) Confirmation run.
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
17 of 47
FC61433.4
SGS North America Inc.
Report of Analysis Page 3 of 3
Client Sample ID:MW-2
Lab Sample ID:FC614-4 Date Sampled:11/15/22
Matrix:AQ - Ground Water Date Received:11/16/22
Method:SM 6200B Percent Solids:n/a
Project:Eastwood Service Station; 156 Lea Rd, West End, NC
VOA 6200B List
CAS No.Compound Result RL MDL Units Q
(c) Associated BS recovery outside control limits high, sample is ND.
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
18 of 47
FC61433.4
SGS North America Inc.
Report of Analysis Page 1 of 3
Client Sample ID:MW-3
Lab Sample ID:FC614-5 Date Sampled:11/15/22
Matrix:AQ - Ground Water Date Received:11/16/22
Method:SM 6200B Percent Solids:n/a
Project:Eastwood Service Station; 156 Lea Rd, West End, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 a A0236189.D 1 12/07/22 13:51 LR n/a n/a VA3314
Run #2 b A0235900.D 1 11/29/22 00:43 KW n/a n/a VA3302
Purge Volume
Run #1 10.0 ml
Run #2 10.0 ml
VOA 6200B List
CAS No.Compound Result RL MDL Units Q
71-43-2 Benzene ND 0.50 0.13 ug/l
108-86-1 Bromobenzene ND 0.50 0.13 ug/l
74-97-5 Bromochloromethane ND 0.50 0.13 ug/l
75-27-4 Bromodichloromethane ND 0.50 0.13 ug/l
75-25-2 Bromoform ND 0.50 0.13 ug/l
104-51-8 n-Butylbenzene ND 0.50 0.13 ug/l
135-98-8 sec-Butylbenzene ND 0.50 0.13 ug/l
98-06-6 tert-Butylbenzene ND 0.50 0.13 ug/l
56-23-5 Carbon Tetrachloride ND 0.50 0.13 ug/l
108-90-7 Chlorobenzene ND 0.50 0.13 ug/l
75-00-3 Chloroethane c ND 0.50 0.20 ug/l
67-66-3 Chloroform ND 0.50 0.13 ug/l
95-49-8 o-Chlorotoluene ND 0.50 0.13 ug/l
106-43-4 p-Chlorotoluene ND 0.50 0.13 ug/l
124-48-1 Dibromochloromethane ND 0.50 0.13 ug/l
96-12-8 1,2-Dibromo-3-chloropropane ND 0.50 0.25 ug/l
106-93-4 1,2-Dibromoethane ND 0.50 0.13 ug/l
75-71-8 Dichlorodifluoromethane ND 0.50 0.20 ug/l
95-50-1 1,2-Dichlorobenzene ND 0.50 0.13 ug/l
541-73-1 1,3-Dichlorobenzene ND 0.50 0.13 ug/l
106-46-7 1,4-Dichlorobenzene ND 0.50 0.13 ug/l
75-34-3 1,1-Dichloroethane ND 0.50 0.13 ug/l
107-06-2 1,2-Dichloroethane ND 0.50 0.13 ug/l
75-35-4 1,1-Dichloroethylene ND 0.50 0.13 ug/l
156-59-2 cis-1,2-Dichloroethylene ND 0.50 0.13 ug/l
156-60-5 trans-1,2-Dichloroethylene ND 0.50 0.13 ug/l
78-87-5 1,2-Dichloropropane ND 0.50 0.13 ug/l
142-28-9 1,3-Dichloropropane ND 0.50 0.13 ug/l
594-20-7 2,2-Dichloropropane ND 0.50 0.13 ug/l
563-58-6 1,1-Dichloropropene ND 0.50 0.13 ug/l
10061-01-5 cis-1,3-Dichloropropene ND 0.50 0.13 ug/l
10061-02-6 trans-1,3-Dichloropropene ND 0.50 0.13 ug/l
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
19 of 47
FC61433.5
SGS North America Inc.
Report of Analysis Page 2 of 3
Client Sample ID:MW-3
Lab Sample ID:FC614-5 Date Sampled:11/15/22
Matrix:AQ - Ground Water Date Received:11/16/22
Method:SM 6200B Percent Solids:n/a
Project:Eastwood Service Station; 156 Lea Rd, West End, NC
VOA 6200B List
CAS No.Compound Result RL MDL Units Q
108-20-3 Di-Isopropyl Ether ND 0.50 0.13 ug/l
100-41-4 Ethylbenzene ND 0.50 0.13 ug/l
87-68-3 Hexachlorobutadiene ND 0.50 0.13 ug/l
98-82-8 Isopropylbenzene ND 0.50 0.13 ug/l
99-87-6 p-Isopropyltoluene ND 0.50 0.13 ug/l
74-83-9 Methyl Bromide c ND 0.50 0.20 ug/l
74-87-3 Methyl Chloride ND 0.50 0.20 ug/l
74-95-3 Methylene Bromide ND 0.50 0.13 ug/l
75-09-2 Methylene Chloride ND 2.0 1.0 ug/l
1634-04-4 Methyl Tert Butyl Ether ND 0.50 0.13 ug/l
91-20-3 Naphthalene ND 0.50 0.13 ug/l
103-65-1 n-Propylbenzene ND 0.50 0.13 ug/l
100-42-5 Styrene ND 0.50 0.13 ug/l
630-20-6 1,1,1,2-Tetrachloroethane ND 0.50 0.13 ug/l
79-34-5 1,1,2,2-Tetrachloroethane ND 0.50 0.13 ug/l
127-18-4 Tetrachloroethylene 0.53 0.50 0.13 ug/l
108-88-3 Toluene ND 0.50 0.13 ug/l
87-61-6 1,2,3-Trichlorobenzene ND 0.50 0.13 ug/l
120-82-1 1,2,4-Trichlorobenzene ND 0.50 0.13 ug/l
71-55-6 1,1,1-Trichloroethane ND 0.50 0.13 ug/l
79-00-5 1,1,2-Trichloroethane ND 0.50 0.13 ug/l
79-01-6 Trichloroethylene ND 0.50 0.13 ug/l
75-69-4 Trichlorofluoromethane c ND 0.50 0.20 ug/l
96-18-4 1,2,3-Trichloropropane ND 0.50 0.13 ug/l
95-63-6 1,2,4-Trimethylbenzene ND 0.50 0.13 ug/l
108-67-8 1,3,5-Trimethylbenzene ND 0.50 0.13 ug/l
75-01-4 Vinyl Chloride ND 0.50 0.13 ug/l
m,p-Xylene ND 1.0 0.13 ug/l
95-47-6 o-Xylene ND 0.50 0.13 ug/l
1330-20-7 Xylene (total)ND 1.5 0.25 ug/l
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
1868-53-7 Dibromofluoromethane 99%102%70-130%
17060-07-0 1,2-Dichloroethane-D4 105%111%70-130%
2037-26-5 Toluene-D8 101%100%70-130%
460-00-4 4-Bromofluorobenzene 99%94%70-130%
(a) Sample re-analyzed beyond hold time.
(b) Confirmation run.
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
20 of 47
FC61433.5
SGS North America Inc.
Report of Analysis Page 3 of 3
Client Sample ID:MW-3
Lab Sample ID:FC614-5 Date Sampled:11/15/22
Matrix:AQ - Ground Water Date Received:11/16/22
Method:SM 6200B Percent Solids:n/a
Project:Eastwood Service Station; 156 Lea Rd, West End, NC
VOA 6200B List
CAS No.Compound Result RL MDL Units Q
(c) Associated BS recovery outside control limits high, sample is ND.
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
21 of 47
FC61433.5
SGS North America Inc.
Report of Analysis Page 1 of 3
Client Sample ID:MW-5
Lab Sample ID:FC614-6 Date Sampled:11/15/22
Matrix:AQ - Ground Water Date Received:11/16/22
Method:SM 6200B Percent Solids:n/a
Project:Eastwood Service Station; 156 Lea Rd, West End, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 a A0236190.D 1 12/07/22 14:14 LR n/a n/a VA3314
Run #2 b A0235901.D 1 11/29/22 01:06 KW n/a n/a VA3302
Purge Volume
Run #1 10.0 ml
Run #2 10.0 ml
VOA 6200B List
CAS No.Compound Result RL MDL Units Q
71-43-2 Benzene ND 0.50 0.13 ug/l
108-86-1 Bromobenzene ND 0.50 0.13 ug/l
74-97-5 Bromochloromethane ND 0.50 0.13 ug/l
75-27-4 Bromodichloromethane ND 0.50 0.13 ug/l
75-25-2 Bromoform ND 0.50 0.13 ug/l
104-51-8 n-Butylbenzene ND 0.50 0.13 ug/l
135-98-8 sec-Butylbenzene ND 0.50 0.13 ug/l
98-06-6 tert-Butylbenzene ND 0.50 0.13 ug/l
56-23-5 Carbon Tetrachloride ND 0.50 0.13 ug/l
108-90-7 Chlorobenzene ND 0.50 0.13 ug/l
75-00-3 Chloroethane c ND 0.50 0.20 ug/l
67-66-3 Chloroform ND 0.50 0.13 ug/l
95-49-8 o-Chlorotoluene ND 0.50 0.13 ug/l
106-43-4 p-Chlorotoluene ND 0.50 0.13 ug/l
124-48-1 Dibromochloromethane ND 0.50 0.13 ug/l
96-12-8 1,2-Dibromo-3-chloropropane ND 0.50 0.25 ug/l
106-93-4 1,2-Dibromoethane ND 0.50 0.13 ug/l
75-71-8 Dichlorodifluoromethane ND 0.50 0.20 ug/l
95-50-1 1,2-Dichlorobenzene ND 0.50 0.13 ug/l
541-73-1 1,3-Dichlorobenzene ND 0.50 0.13 ug/l
106-46-7 1,4-Dichlorobenzene ND 0.50 0.13 ug/l
75-34-3 1,1-Dichloroethane ND 0.50 0.13 ug/l
107-06-2 1,2-Dichloroethane ND 0.50 0.13 ug/l
75-35-4 1,1-Dichloroethylene ND 0.50 0.13 ug/l
156-59-2 cis-1,2-Dichloroethylene ND 0.50 0.13 ug/l
156-60-5 trans-1,2-Dichloroethylene ND 0.50 0.13 ug/l
78-87-5 1,2-Dichloropropane ND 0.50 0.13 ug/l
142-28-9 1,3-Dichloropropane ND 0.50 0.13 ug/l
594-20-7 2,2-Dichloropropane ND 0.50 0.13 ug/l
563-58-6 1,1-Dichloropropene ND 0.50 0.13 ug/l
10061-01-5 cis-1,3-Dichloropropene ND 0.50 0.13 ug/l
10061-02-6 trans-1,3-Dichloropropene ND 0.50 0.13 ug/l
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
22 of 47
FC61433.6
SGS North America Inc.
Report of Analysis Page 2 of 3
Client Sample ID:MW-5
Lab Sample ID:FC614-6 Date Sampled:11/15/22
Matrix:AQ - Ground Water Date Received:11/16/22
Method:SM 6200B Percent Solids:n/a
Project:Eastwood Service Station; 156 Lea Rd, West End, NC
VOA 6200B List
CAS No.Compound Result RL MDL Units Q
108-20-3 Di-Isopropyl Ether ND 0.50 0.13 ug/l
100-41-4 Ethylbenzene ND 0.50 0.13 ug/l
87-68-3 Hexachlorobutadiene ND 0.50 0.13 ug/l
98-82-8 Isopropylbenzene ND 0.50 0.13 ug/l
99-87-6 p-Isopropyltoluene ND 0.50 0.13 ug/l
74-83-9 Methyl Bromide c ND 0.50 0.20 ug/l
74-87-3 Methyl Chloride ND 0.50 0.20 ug/l
74-95-3 Methylene Bromide ND 0.50 0.13 ug/l
75-09-2 Methylene Chloride ND 2.0 1.0 ug/l
1634-04-4 Methyl Tert Butyl Ether ND 0.50 0.13 ug/l
91-20-3 Naphthalene ND 0.50 0.13 ug/l
103-65-1 n-Propylbenzene ND 0.50 0.13 ug/l
100-42-5 Styrene ND 0.50 0.13 ug/l
630-20-6 1,1,1,2-Tetrachloroethane ND 0.50 0.13 ug/l
79-34-5 1,1,2,2-Tetrachloroethane ND 0.50 0.13 ug/l
127-18-4 Tetrachloroethylene ND 0.50 0.13 ug/l
108-88-3 Toluene ND 0.50 0.13 ug/l
87-61-6 1,2,3-Trichlorobenzene ND 0.50 0.13 ug/l
120-82-1 1,2,4-Trichlorobenzene ND 0.50 0.13 ug/l
71-55-6 1,1,1-Trichloroethane ND 0.50 0.13 ug/l
79-00-5 1,1,2-Trichloroethane ND 0.50 0.13 ug/l
79-01-6 Trichloroethylene ND 0.50 0.13 ug/l
75-69-4 Trichlorofluoromethane c ND 0.50 0.20 ug/l
96-18-4 1,2,3-Trichloropropane ND 0.50 0.13 ug/l
95-63-6 1,2,4-Trimethylbenzene ND 0.50 0.13 ug/l
108-67-8 1,3,5-Trimethylbenzene ND 0.50 0.13 ug/l
75-01-4 Vinyl Chloride ND 0.50 0.13 ug/l
m,p-Xylene ND 1.0 0.13 ug/l
95-47-6 o-Xylene ND 0.50 0.13 ug/l
1330-20-7 Xylene (total)ND 1.5 0.25 ug/l
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
1868-53-7 Dibromofluoromethane 100%101%70-130%
17060-07-0 1,2-Dichloroethane-D4 105%109%70-130%
2037-26-5 Toluene-D8 100%99%70-130%
460-00-4 4-Bromofluorobenzene 101%94%70-130%
(a) Sample re-analyzed beyond hold time.
(b) Confirmation run.
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
23 of 47
FC61433.6
SGS North America Inc.
Report of Analysis Page 3 of 3
Client Sample ID:MW-5
Lab Sample ID:FC614-6 Date Sampled:11/15/22
Matrix:AQ - Ground Water Date Received:11/16/22
Method:SM 6200B Percent Solids:n/a
Project:Eastwood Service Station; 156 Lea Rd, West End, NC
VOA 6200B List
CAS No.Compound Result RL MDL Units Q
(c) Associated BS recovery outside control limits high, sample is ND.
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
24 of 47
FC61433.6
SGS North America Inc.
Report of Analysis Page 1 of 3
Client Sample ID:MW-6
Lab Sample ID:FC614-7 Date Sampled:11/15/22
Matrix:AQ - Ground Water Date Received:11/16/22
Method:SM 6200B Percent Solids:n/a
Project:Eastwood Service Station; 156 Lea Rd, West End, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 a A0236191.D 20 12/07/22 14:36 LR n/a n/a VA3314
Run #2 b A0235902.D 20 11/29/22 01:29 KW n/a n/a VA3302
Purge Volume
Run #1 10.0 ml
Run #2 10.0 ml
VOA 6200B List
CAS No.Compound Result RL MDL Units Q
71-43-2 Benzene 110 10 2.5 ug/l
108-86-1 Bromobenzene ND 10 2.5 ug/l
74-97-5 Bromochloromethane ND 10 2.5 ug/l
75-27-4 Bromodichloromethane ND 10 2.5 ug/l
75-25-2 Bromoform ND 10 2.5 ug/l
104-51-8 n-Butylbenzene 4.5 10 2.5 ug/l J
135-98-8 sec-Butylbenzene 5.8 10 2.5 ug/l J
98-06-6 tert-Butylbenzene ND 10 2.5 ug/l
56-23-5 Carbon Tetrachloride ND 10 2.5 ug/l
108-90-7 Chlorobenzene ND 10 2.5 ug/l
75-00-3 Chloroethane c ND 10 4.0 ug/l
67-66-3 Chloroform ND 10 2.5 ug/l
95-49-8 o-Chlorotoluene ND 10 2.5 ug/l
106-43-4 p-Chlorotoluene ND 10 2.5 ug/l
124-48-1 Dibromochloromethane ND 10 2.5 ug/l
96-12-8 1,2-Dibromo-3-chloropropane ND 10 4.9 ug/l
106-93-4 1,2-Dibromoethane ND 10 2.5 ug/l
75-71-8 Dichlorodifluoromethane ND 10 4.0 ug/l
95-50-1 1,2-Dichlorobenzene ND 10 2.5 ug/l
541-73-1 1,3-Dichlorobenzene ND 10 2.5 ug/l
106-46-7 1,4-Dichlorobenzene ND 10 2.5 ug/l
75-34-3 1,1-Dichloroethane ND 10 2.5 ug/l
107-06-2 1,2-Dichloroethane ND 10 2.5 ug/l
75-35-4 1,1-Dichloroethylene ND 10 2.5 ug/l
156-59-2 cis-1,2-Dichloroethylene ND 10 2.5 ug/l
156-60-5 trans-1,2-Dichloroethylene ND 10 2.5 ug/l
78-87-5 1,2-Dichloropropane ND 10 2.5 ug/l
142-28-9 1,3-Dichloropropane ND 10 2.5 ug/l
594-20-7 2,2-Dichloropropane ND 10 2.5 ug/l
563-58-6 1,1-Dichloropropene ND 10 2.5 ug/l
10061-01-5 cis-1,3-Dichloropropene ND 10 2.5 ug/l
10061-02-6 trans-1,3-Dichloropropene ND 10 2.5 ug/l
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
25 of 47
FC61433.7
SGS North America Inc.
Report of Analysis Page 2 of 3
Client Sample ID:MW-6
Lab Sample ID:FC614-7 Date Sampled:11/15/22
Matrix:AQ - Ground Water Date Received:11/16/22
Method:SM 6200B Percent Solids:n/a
Project:Eastwood Service Station; 156 Lea Rd, West End, NC
VOA 6200B List
CAS No.Compound Result RL MDL Units Q
108-20-3 Di-Isopropyl Ether ND 10 2.5 ug/l
100-41-4 Ethylbenzene 641 10 2.5 ug/l
87-68-3 Hexachlorobutadiene ND 10 2.5 ug/l
98-82-8 Isopropylbenzene 39.9 10 2.5 ug/l
99-87-6 p-Isopropyltoluene 42.4 10 2.5 ug/l
74-83-9 Methyl Bromide c ND 10 4.0 ug/l
74-87-3 Methyl Chloride ND 10 4.0 ug/l
74-95-3 Methylene Bromide ND 10 2.5 ug/l
75-09-2 Methylene Chloride ND 40 20 ug/l
1634-04-4 Methyl Tert Butyl Ether ND 10 2.5 ug/l
91-20-3 Naphthalene 192 10 2.5 ug/l
103-65-1 n-Propylbenzene 55.9 10 2.5 ug/l
100-42-5 Styrene ND 10 2.5 ug/l
630-20-6 1,1,1,2-Tetrachloroethane ND 10 2.5 ug/l
79-34-5 1,1,2,2-Tetrachloroethane ND 10 2.5 ug/l
127-18-4 Tetrachloroethylene ND 10 2.5 ug/l
108-88-3 Toluene 48.4 10 2.5 ug/l
87-61-6 1,2,3-Trichlorobenzene ND 10 2.5 ug/l
120-82-1 1,2,4-Trichlorobenzene ND 10 2.5 ug/l
71-55-6 1,1,1-Trichloroethane ND 10 2.5 ug/l
79-00-5 1,1,2-Trichloroethane ND 10 2.5 ug/l
79-01-6 Trichloroethylene ND 10 2.5 ug/l
75-69-4 Trichlorofluoromethane c ND 10 4.0 ug/l
96-18-4 1,2,3-Trichloropropane ND 10 2.5 ug/l
95-63-6 1,2,4-Trimethylbenzene 585 10 2.5 ug/l
108-67-8 1,3,5-Trimethylbenzene 37.8 10 2.5 ug/l
75-01-4 Vinyl Chloride ND 10 2.5 ug/l
m,p-Xylene 681 20 2.5 ug/l
95-47-6 o-Xylene ND 10 2.5 ug/l
1330-20-7 Xylene (total)681 30 5.0 ug/l
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
1868-53-7 Dibromofluoromethane 98%101%70-130%
17060-07-0 1,2-Dichloroethane-D4 104%111%70-130%
2037-26-5 Toluene-D8 100%97%70-130%
460-00-4 4-Bromofluorobenzene 100%93%70-130%
(a) Sample re-analyzed beyond hold time.
(b) Confirmation run.
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
26 of 47
FC61433.7
SGS North America Inc.
Report of Analysis Page 3 of 3
Client Sample ID:MW-6
Lab Sample ID:FC614-7 Date Sampled:11/15/22
Matrix:AQ - Ground Water Date Received:11/16/22
Method:SM 6200B Percent Solids:n/a
Project:Eastwood Service Station; 156 Lea Rd, West End, NC
VOA 6200B List
CAS No.Compound Result RL MDL Units Q
(c) Associated BS recovery outside control limits high, sample is ND.
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
27 of 47
FC61433.7
SGS North America Inc.
Report of Analysis Page 1 of 3
Client Sample ID:MW-8
Lab Sample ID:FC614-8 Date Sampled:11/15/22
Matrix:AQ - Ground Water Date Received:11/16/22
Method:SM 6200B Percent Solids:n/a
Project:Eastwood Service Station; 156 Lea Rd, West End, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 a A0236198.D 1 12/07/22 17:17 LR n/a n/a VA3314
Run #2 b A0235908.D 1 11/29/22 03:46 KW n/a n/a VA3302
Purge Volume
Run #1 10.0 ml
Run #2 10.0 ml
VOA 6200B List
CAS No.Compound Result RL MDL Units Q
71-43-2 Benzene 0.20 0.50 0.13 ug/l J
108-86-1 Bromobenzene ND 0.50 0.13 ug/l
74-97-5 Bromochloromethane ND 0.50 0.13 ug/l
75-27-4 Bromodichloromethane ND 0.50 0.13 ug/l
75-25-2 Bromoform ND 0.50 0.13 ug/l
104-51-8 n-Butylbenzene ND 0.50 0.13 ug/l
135-98-8 sec-Butylbenzene ND 0.50 0.13 ug/l
98-06-6 tert-Butylbenzene ND 0.50 0.13 ug/l
56-23-5 Carbon Tetrachloride ND 0.50 0.13 ug/l
108-90-7 Chlorobenzene ND 0.50 0.13 ug/l
75-00-3 Chloroethane c ND 0.50 0.20 ug/l
67-66-3 Chloroform ND 0.50 0.13 ug/l
95-49-8 o-Chlorotoluene ND 0.50 0.13 ug/l
106-43-4 p-Chlorotoluene ND 0.50 0.13 ug/l
124-48-1 Dibromochloromethane ND 0.50 0.13 ug/l
96-12-8 1,2-Dibromo-3-chloropropane ND 0.50 0.25 ug/l
106-93-4 1,2-Dibromoethane ND 0.50 0.13 ug/l
75-71-8 Dichlorodifluoromethane ND 0.50 0.20 ug/l
95-50-1 1,2-Dichlorobenzene ND 0.50 0.13 ug/l
541-73-1 1,3-Dichlorobenzene ND 0.50 0.13 ug/l
106-46-7 1,4-Dichlorobenzene ND 0.50 0.13 ug/l
75-34-3 1,1-Dichloroethane ND 0.50 0.13 ug/l
107-06-2 1,2-Dichloroethane ND 0.50 0.13 ug/l
75-35-4 1,1-Dichloroethylene ND 0.50 0.13 ug/l
156-59-2 cis-1,2-Dichloroethylene ND 0.50 0.13 ug/l
156-60-5 trans-1,2-Dichloroethylene ND 0.50 0.13 ug/l
78-87-5 1,2-Dichloropropane ND 0.50 0.13 ug/l
142-28-9 1,3-Dichloropropane ND 0.50 0.13 ug/l
594-20-7 2,2-Dichloropropane ND 0.50 0.13 ug/l
563-58-6 1,1-Dichloropropene ND 0.50 0.13 ug/l
10061-01-5 cis-1,3-Dichloropropene ND 0.50 0.13 ug/l
10061-02-6 trans-1,3-Dichloropropene ND 0.50 0.13 ug/l
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
28 of 47
FC61433.8
SGS North America Inc.
Report of Analysis Page 2 of 3
Client Sample ID:MW-8
Lab Sample ID:FC614-8 Date Sampled:11/15/22
Matrix:AQ - Ground Water Date Received:11/16/22
Method:SM 6200B Percent Solids:n/a
Project:Eastwood Service Station; 156 Lea Rd, West End, NC
VOA 6200B List
CAS No.Compound Result RL MDL Units Q
108-20-3 Di-Isopropyl Ether ND 0.50 0.13 ug/l
100-41-4 Ethylbenzene 0.79 0.50 0.13 ug/l
87-68-3 Hexachlorobutadiene ND 0.50 0.13 ug/l
98-82-8 Isopropylbenzene ND 0.50 0.13 ug/l
99-87-6 p-Isopropyltoluene ND 0.50 0.13 ug/l
74-83-9 Methyl Bromide c ND 0.50 0.20 ug/l
74-87-3 Methyl Chloride ND 0.50 0.20 ug/l
74-95-3 Methylene Bromide ND 0.50 0.13 ug/l
75-09-2 Methylene Chloride ND 2.0 1.0 ug/l
1634-04-4 Methyl Tert Butyl Ether ND 0.50 0.13 ug/l
91-20-3 Naphthalene 0.46 0.50 0.13 ug/l J
103-65-1 n-Propylbenzene ND 0.50 0.13 ug/l
100-42-5 Styrene ND 0.50 0.13 ug/l
630-20-6 1,1,1,2-Tetrachloroethane ND 0.50 0.13 ug/l
79-34-5 1,1,2,2-Tetrachloroethane ND 0.50 0.13 ug/l
127-18-4 Tetrachloroethylene ND 0.50 0.13 ug/l
108-88-3 Toluene ND 0.50 0.13 ug/l
87-61-6 1,2,3-Trichlorobenzene ND 0.50 0.13 ug/l
120-82-1 1,2,4-Trichlorobenzene ND 0.50 0.13 ug/l
71-55-6 1,1,1-Trichloroethane ND 0.50 0.13 ug/l
79-00-5 1,1,2-Trichloroethane ND 0.50 0.13 ug/l
79-01-6 Trichloroethylene ND 0.50 0.13 ug/l
75-69-4 Trichlorofluoromethane c ND 0.50 0.20 ug/l
96-18-4 1,2,3-Trichloropropane ND 0.50 0.13 ug/l
95-63-6 1,2,4-Trimethylbenzene 0.36 0.50 0.13 ug/l J
108-67-8 1,3,5-Trimethylbenzene ND 0.50 0.13 ug/l
75-01-4 Vinyl Chloride ND 0.50 0.13 ug/l
m,p-Xylene 0.68 1.0 0.13 ug/l J
95-47-6 o-Xylene ND 0.50 0.13 ug/l
1330-20-7 Xylene (total)0.68 1.5 0.25 ug/l J
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
1868-53-7 Dibromofluoromethane 99%100%70-130%
17060-07-0 1,2-Dichloroethane-D4 104%109%70-130%
2037-26-5 Toluene-D8 99%99%70-130%
460-00-4 4-Bromofluorobenzene 100%95%70-130%
(a) Sample re-analyzed beyond hold time.
(b) Confirmation run.
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
29 of 47
FC61433.8
SGS North America Inc.
Report of Analysis Page 3 of 3
Client Sample ID:MW-8
Lab Sample ID:FC614-8 Date Sampled:11/15/22
Matrix:AQ - Ground Water Date Received:11/16/22
Method:SM 6200B Percent Solids:n/a
Project:Eastwood Service Station; 156 Lea Rd, West End, NC
VOA 6200B List
CAS No.Compound Result RL MDL Units Q
(c) Associated BS recovery outside control limits high, sample is ND.
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
30 of 47
FC61433.8
SGS North America Inc.
Report of Analysis Page 1 of 3
Client Sample ID:MW-9
Lab Sample ID:FC614-9 Date Sampled:11/15/22
Matrix:AQ - Ground Water Date Received:11/16/22
Method:SM 6200B Percent Solids:n/a
Project:Eastwood Service Station; 156 Lea Rd, West End, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 a A0236199.D 1 12/07/22 17:39 LR n/a n/a VA3314
Run #2 b A0235909.D 1 11/29/22 04:09 KW n/a n/a VA3302
Purge Volume
Run #1 10.0 ml
Run #2 10.0 ml
VOA 6200B List
CAS No.Compound Result RL MDL Units Q
71-43-2 Benzene ND 0.50 0.13 ug/l
108-86-1 Bromobenzene ND 0.50 0.13 ug/l
74-97-5 Bromochloromethane ND 0.50 0.13 ug/l
75-27-4 Bromodichloromethane ND 0.50 0.13 ug/l
75-25-2 Bromoform ND 0.50 0.13 ug/l
104-51-8 n-Butylbenzene ND 0.50 0.13 ug/l
135-98-8 sec-Butylbenzene ND 0.50 0.13 ug/l
98-06-6 tert-Butylbenzene ND 0.50 0.13 ug/l
56-23-5 Carbon Tetrachloride ND 0.50 0.13 ug/l
108-90-7 Chlorobenzene ND 0.50 0.13 ug/l
75-00-3 Chloroethane c ND 0.50 0.20 ug/l
67-66-3 Chloroform ND 0.50 0.13 ug/l
95-49-8 o-Chlorotoluene ND 0.50 0.13 ug/l
106-43-4 p-Chlorotoluene ND 0.50 0.13 ug/l
124-48-1 Dibromochloromethane ND 0.50 0.13 ug/l
96-12-8 1,2-Dibromo-3-chloropropane ND 0.50 0.25 ug/l
106-93-4 1,2-Dibromoethane ND 0.50 0.13 ug/l
75-71-8 Dichlorodifluoromethane ND 0.50 0.20 ug/l
95-50-1 1,2-Dichlorobenzene ND 0.50 0.13 ug/l
541-73-1 1,3-Dichlorobenzene ND 0.50 0.13 ug/l
106-46-7 1,4-Dichlorobenzene ND 0.50 0.13 ug/l
75-34-3 1,1-Dichloroethane ND 0.50 0.13 ug/l
107-06-2 1,2-Dichloroethane ND 0.50 0.13 ug/l
75-35-4 1,1-Dichloroethylene ND 0.50 0.13 ug/l
156-59-2 cis-1,2-Dichloroethylene ND 0.50 0.13 ug/l
156-60-5 trans-1,2-Dichloroethylene ND 0.50 0.13 ug/l
78-87-5 1,2-Dichloropropane ND 0.50 0.13 ug/l
142-28-9 1,3-Dichloropropane ND 0.50 0.13 ug/l
594-20-7 2,2-Dichloropropane ND 0.50 0.13 ug/l
563-58-6 1,1-Dichloropropene ND 0.50 0.13 ug/l
10061-01-5 cis-1,3-Dichloropropene ND 0.50 0.13 ug/l
10061-02-6 trans-1,3-Dichloropropene ND 0.50 0.13 ug/l
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
31 of 47
FC61433.9
SGS North America Inc.
Report of Analysis Page 2 of 3
Client Sample ID:MW-9
Lab Sample ID:FC614-9 Date Sampled:11/15/22
Matrix:AQ - Ground Water Date Received:11/16/22
Method:SM 6200B Percent Solids:n/a
Project:Eastwood Service Station; 156 Lea Rd, West End, NC
VOA 6200B List
CAS No.Compound Result RL MDL Units Q
108-20-3 Di-Isopropyl Ether ND 0.50 0.13 ug/l
100-41-4 Ethylbenzene ND 0.50 0.13 ug/l
87-68-3 Hexachlorobutadiene ND 0.50 0.13 ug/l
98-82-8 Isopropylbenzene ND 0.50 0.13 ug/l
99-87-6 p-Isopropyltoluene ND 0.50 0.13 ug/l
74-83-9 Methyl Bromide c ND 0.50 0.20 ug/l
74-87-3 Methyl Chloride ND 0.50 0.20 ug/l
74-95-3 Methylene Bromide ND 0.50 0.13 ug/l
75-09-2 Methylene Chloride ND 2.0 1.0 ug/l
1634-04-4 Methyl Tert Butyl Ether ND 0.50 0.13 ug/l
91-20-3 Naphthalene ND 0.50 0.13 ug/l
103-65-1 n-Propylbenzene ND 0.50 0.13 ug/l
100-42-5 Styrene ND 0.50 0.13 ug/l
630-20-6 1,1,1,2-Tetrachloroethane ND 0.50 0.13 ug/l
79-34-5 1,1,2,2-Tetrachloroethane ND 0.50 0.13 ug/l
127-18-4 Tetrachloroethylene ND 0.50 0.13 ug/l
108-88-3 Toluene ND 0.50 0.13 ug/l
87-61-6 1,2,3-Trichlorobenzene ND 0.50 0.13 ug/l
120-82-1 1,2,4-Trichlorobenzene ND 0.50 0.13 ug/l
71-55-6 1,1,1-Trichloroethane ND 0.50 0.13 ug/l
79-00-5 1,1,2-Trichloroethane ND 0.50 0.13 ug/l
79-01-6 Trichloroethylene ND 0.50 0.13 ug/l
75-69-4 Trichlorofluoromethane c ND 0.50 0.20 ug/l
96-18-4 1,2,3-Trichloropropane ND 0.50 0.13 ug/l
95-63-6 1,2,4-Trimethylbenzene ND 0.50 0.13 ug/l
108-67-8 1,3,5-Trimethylbenzene ND 0.50 0.13 ug/l
75-01-4 Vinyl Chloride ND 0.50 0.13 ug/l
m,p-Xylene ND 1.0 0.13 ug/l
95-47-6 o-Xylene ND 0.50 0.13 ug/l
1330-20-7 Xylene (total)ND 1.5 0.25 ug/l
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
1868-53-7 Dibromofluoromethane 99%100%70-130%
17060-07-0 1,2-Dichloroethane-D4 106%110%70-130%
2037-26-5 Toluene-D8 100%98%70-130%
460-00-4 4-Bromofluorobenzene 103%96%70-130%
(a) Sample re-analyzed beyond hold time.
(b) Confirmation run.
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
32 of 47
FC61433.9
SGS North America Inc.
Report of Analysis Page 3 of 3
Client Sample ID:MW-9
Lab Sample ID:FC614-9 Date Sampled:11/15/22
Matrix:AQ - Ground Water Date Received:11/16/22
Method:SM 6200B Percent Solids:n/a
Project:Eastwood Service Station; 156 Lea Rd, West End, NC
VOA 6200B List
CAS No.Compound Result RL MDL Units Q
(c) Associated BS recovery outside control limits high, sample is ND.
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
33 of 47
FC61433.9
SGS North America Inc.
Report of Analysis Page 1 of 3
Client Sample ID:WSW-1
Lab Sample ID:FC614-10 Date Sampled:11/15/22
Matrix:AQ - Water Date Received:11/16/22
Method:SM 6200B Percent Solids:n/a
Project:Eastwood Service Station; 156 Lea Rd, West End, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 a A0236200.D 1 12/07/22 18:02 LR n/a n/a VA3314
Run #2 b A0235910.D 1 11/29/22 04:33 KW n/a n/a VA3302
Purge Volume
Run #1 10.0 ml
Run #2 10.0 ml
VOA 6200B List
CAS No.Compound Result RL MDL Units Q
71-43-2 Benzene 0.16 0.50 0.13 ug/l J
108-86-1 Bromobenzene ND 0.50 0.13 ug/l
74-97-5 Bromochloromethane ND 0.50 0.13 ug/l
75-27-4 Bromodichloromethane 7.1 0.50 0.13 ug/l
75-25-2 Bromoform 13.2 0.50 0.13 ug/l
104-51-8 n-Butylbenzene ND 0.50 0.13 ug/l
135-98-8 sec-Butylbenzene ND 0.50 0.13 ug/l
98-06-6 tert-Butylbenzene ND 0.50 0.13 ug/l
56-23-5 Carbon Tetrachloride ND 0.50 0.13 ug/l
108-90-7 Chlorobenzene ND 0.50 0.13 ug/l
75-00-3 Chloroethane c ND 0.50 0.20 ug/l
67-66-3 Chloroform 2.1 0.50 0.13 ug/l
95-49-8 o-Chlorotoluene ND 0.50 0.13 ug/l
106-43-4 p-Chlorotoluene ND 0.50 0.13 ug/l
124-48-1 Dibromochloromethane 15.2 0.50 0.13 ug/l
96-12-8 1,2-Dibromo-3-chloropropane ND 0.50 0.25 ug/l
106-93-4 1,2-Dibromoethane ND 0.50 0.13 ug/l
75-71-8 Dichlorodifluoromethane ND 0.50 0.20 ug/l
95-50-1 1,2-Dichlorobenzene ND 0.50 0.13 ug/l
541-73-1 1,3-Dichlorobenzene ND 0.50 0.13 ug/l
106-46-7 1,4-Dichlorobenzene ND 0.50 0.13 ug/l
75-34-3 1,1-Dichloroethane ND 0.50 0.13 ug/l
107-06-2 1,2-Dichloroethane ND 0.50 0.13 ug/l
75-35-4 1,1-Dichloroethylene ND 0.50 0.13 ug/l
156-59-2 cis-1,2-Dichloroethylene ND 0.50 0.13 ug/l
156-60-5 trans-1,2-Dichloroethylene ND 0.50 0.13 ug/l
78-87-5 1,2-Dichloropropane ND 0.50 0.13 ug/l
142-28-9 1,3-Dichloropropane ND 0.50 0.13 ug/l
594-20-7 2,2-Dichloropropane ND 0.50 0.13 ug/l
563-58-6 1,1-Dichloropropene ND 0.50 0.13 ug/l
10061-01-5 cis-1,3-Dichloropropene ND 0.50 0.13 ug/l
10061-02-6 trans-1,3-Dichloropropene ND 0.50 0.13 ug/l
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
34 of 47
FC61433.10
SGS North America Inc.
Report of Analysis Page 2 of 3
Client Sample ID:WSW-1
Lab Sample ID:FC614-10 Date Sampled:11/15/22
Matrix:AQ - Water Date Received:11/16/22
Method:SM 6200B Percent Solids:n/a
Project:Eastwood Service Station; 156 Lea Rd, West End, NC
VOA 6200B List
CAS No.Compound Result RL MDL Units Q
108-20-3 Di-Isopropyl Ether ND 0.50 0.13 ug/l
100-41-4 Ethylbenzene 0.44 0.50 0.13 ug/l J
87-68-3 Hexachlorobutadiene ND 0.50 0.13 ug/l
98-82-8 Isopropylbenzene ND 0.50 0.13 ug/l
99-87-6 p-Isopropyltoluene ND 0.50 0.13 ug/l
74-83-9 Methyl Bromide c ND 0.50 0.20 ug/l
74-87-3 Methyl Chloride ND 0.50 0.20 ug/l
74-95-3 Methylene Bromide ND 0.50 0.13 ug/l
75-09-2 Methylene Chloride ND 2.0 1.0 ug/l
1634-04-4 Methyl Tert Butyl Ether ND 0.50 0.13 ug/l
91-20-3 Naphthalene ND 0.50 0.13 ug/l
103-65-1 n-Propylbenzene ND 0.50 0.13 ug/l
100-42-5 Styrene ND 0.50 0.13 ug/l
630-20-6 1,1,1,2-Tetrachloroethane ND 0.50 0.13 ug/l
79-34-5 1,1,2,2-Tetrachloroethane ND 0.50 0.13 ug/l
127-18-4 Tetrachloroethylene ND 0.50 0.13 ug/l
108-88-3 Toluene ND 0.50 0.13 ug/l
87-61-6 1,2,3-Trichlorobenzene ND 0.50 0.13 ug/l
120-82-1 1,2,4-Trichlorobenzene ND 0.50 0.13 ug/l
71-55-6 1,1,1-Trichloroethane ND 0.50 0.13 ug/l
79-00-5 1,1,2-Trichloroethane ND 0.50 0.13 ug/l
79-01-6 Trichloroethylene ND 0.50 0.13 ug/l
75-69-4 Trichlorofluoromethane c ND 0.50 0.20 ug/l
96-18-4 1,2,3-Trichloropropane ND 0.50 0.13 ug/l
95-63-6 1,2,4-Trimethylbenzene ND 0.50 0.13 ug/l
108-67-8 1,3,5-Trimethylbenzene ND 0.50 0.13 ug/l
75-01-4 Vinyl Chloride ND 0.50 0.13 ug/l
m,p-Xylene ND 1.0 0.13 ug/l
95-47-6 o-Xylene ND 0.50 0.13 ug/l
1330-20-7 Xylene (total)ND 1.5 0.25 ug/l
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
1868-53-7 Dibromofluoromethane 101%104%70-130%
17060-07-0 1,2-Dichloroethane-D4 106%110%70-130%
2037-26-5 Toluene-D8 97%94%70-130%
460-00-4 4-Bromofluorobenzene 101%93%70-130%
(a) Sample re-analyzed beyond hold time.
(b) Confirmation run.
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
35 of 47
FC61433.10
SGS North America Inc.
Report of Analysis Page 3 of 3
Client Sample ID:WSW-1
Lab Sample ID:FC614-10 Date Sampled:11/15/22
Matrix:AQ - Water Date Received:11/16/22
Method:SM 6200B Percent Solids:n/a
Project:Eastwood Service Station; 156 Lea Rd, West End, NC
VOA 6200B List
CAS No.Compound Result RL MDL Units Q
(c) Associated BS recovery outside control limits high, sample is ND.
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
36 of 47
FC61433.10
SGS North America Inc.
Misc. Forms
Custody Documents and Other Forms
Includes the following where applicable:
• Chain of Custody
Orlando, FL
Section 4
37 of 47
FC6144
FC614: Chain of Custody
Page 1 of 2
38 of 47
FC61444.1
Job Number:FC614 Client:GEOLOGICAL RESOURCES INC.
Date / Time Received:11/16/2022 10:00:00 AM Delivery Method:FEDEX
Project:EASTWOOD SERVICES STATION
Airbill #'s:1009 6379 8423
Cooler Information
1. Custody Seals Present
2. Custody Seals Intact
4. Cooler temp verification
3. Temp criteria achieved
5. Cooler media
IR Gun
Ice (Bag)
Trip Blank Information
1. Trip Blank present / cooler
2. Trip Blank listed on COC
2. Samples preserved properly
Sample Information
1. Sample labels present on bottles
5. Sample recvd within HT
4. Condition of sample
3. Sufficient volume/containers recvd for analysis:
Intact
Comments
SM001Rev. Date 05/24/17
SGS Sample Receipt Summary
Cooler Temps (Raw Measured) °C:
Cooler Temps (Corrected) °C:
Cooler 1: (1.4);
Cooler 1: (2.0);
3. Type Of TB Received
W or S N/A
6. Dates/Times/IDs on COC match Sample Label
7. VOCs have headspace
8. Bottles received for unspecified tests
9. Compositing instructions clear
10. Voa Soil Kits/Jars received past 48hrs?
11. % Solids Jar received?
Misc. Information
25-Gram 5-GramNumber of Encores:Number of 5035 Field Kits:Number of Lab Filtered Metals:
Test Strip Lot #s:pH 0-3 230315 pH 10-12 219813A Other: (Specify)
Y or N N/A
Y or N
Therm ID:IR 1; Therm CF:0.6; # of Coolers:1
Y or N N/A
12. Residual Chlorine Present?
Residual Chlorine Test Strip Lot #:
Technician:Reviewer:CARLOSD Date:Date:11/16/2022 10:00:00
FC614: Chain of Custody
Page 2 of 2
39 of 47
FC61444.1
SGS North America Inc.
MS Volatiles
QC Data Summaries
Includes the following where applicable:
• Method Blank Summaries
• Blank Spike Summaries
• Matrix Spike and Duplicate Summaries
Orlando, FL
Section 5
40 of 47
FC6145
Method Blank Summary Page 1 of 2
Job Number:FC614
Account:GRINCC GRI (Geological Resources Inc.)
Project:Eastwood Service Station; 156 Lea Rd, West End, NC
Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
VA3314-MB A0236181.D 1 12/07/22 LR n/a n/a VA3314
The QC reported here applies to the following samples:Method: SM 6200B
FC614-1, FC614-2, FC614-3, FC614-4, FC614-5, FC614-6, FC614-7, FC614-8, FC614-9, FC614-10
CAS No.Compound Result RL MDL Units Q
71-43-2 Benzene ND 0.50 0.13 ug/l
108-86-1 Bromobenzene ND 0.50 0.13 ug/l
74-97-5 Bromochloromethane ND 0.50 0.13 ug/l
75-27-4 Bromodichloromethane ND 0.50 0.13 ug/l
75-25-2 Bromoform ND 0.50 0.13 ug/l
104-51-8 n-Butylbenzene ND 0.50 0.13 ug/l
135-98-8 sec-Butylbenzene ND 0.50 0.13 ug/l
98-06-6 tert-Butylbenzene ND 0.50 0.13 ug/l
56-23-5 Carbon Tetrachloride ND 0.50 0.13 ug/l
108-90-7 Chlorobenzene ND 0.50 0.13 ug/l
75-00-3 Chloroethane ND 0.50 0.20 ug/l
67-66-3 Chloroform ND 0.50 0.13 ug/l
95-49-8 o-Chlorotoluene ND 0.50 0.13 ug/l
106-43-4 p-Chlorotoluene ND 0.50 0.13 ug/l
124-48-1 Dibromochloromethane ND 0.50 0.13 ug/l
96-12-8 1,2-Dibromo-3-chloropropane ND 0.50 0.25 ug/l
106-93-4 1,2-Dibromoethane ND 0.50 0.13 ug/l
75-71-8 Dichlorodifluoromethane ND 0.50 0.20 ug/l
95-50-1 1,2-Dichlorobenzene ND 0.50 0.13 ug/l
541-73-1 1,3-Dichlorobenzene ND 0.50 0.13 ug/l
106-46-7 1,4-Dichlorobenzene ND 0.50 0.13 ug/l
75-34-3 1,1-Dichloroethane ND 0.50 0.13 ug/l
107-06-2 1,2-Dichloroethane ND 0.50 0.13 ug/l
75-35-4 1,1-Dichloroethylene ND 0.50 0.13 ug/l
156-59-2 cis-1,2-Dichloroethylene ND 0.50 0.13 ug/l
156-60-5 trans-1,2-Dichloroethylene ND 0.50 0.13 ug/l
78-87-5 1,2-Dichloropropane ND 0.50 0.13 ug/l
142-28-9 1,3-Dichloropropane ND 0.50 0.13 ug/l
594-20-7 2,2-Dichloropropane ND 0.50 0.13 ug/l
563-58-6 1,1-Dichloropropene ND 0.50 0.13 ug/l
10061-01-5 cis-1,3-Dichloropropene ND 0.50 0.13 ug/l
10061-02-6 trans-1,3-Dichloropropene ND 0.50 0.13 ug/l
108-20-3 Di-Isopropyl Ether ND 0.50 0.13 ug/l
100-41-4 Ethylbenzene ND 0.50 0.13 ug/l
87-68-3 Hexachlorobutadiene ND 0.50 0.13 ug/l
98-82-8 Isopropylbenzene ND 0.50 0.13 ug/l
41 of 47
FC61455.1.1
Method Blank Summary Page 2 of 2
Job Number:FC614
Account:GRINCC GRI (Geological Resources Inc.)
Project:Eastwood Service Station; 156 Lea Rd, West End, NC
Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
VA3314-MB A0236181.D 1 12/07/22 LR n/a n/a VA3314
The QC reported here applies to the following samples:Method: SM 6200B
FC614-1, FC614-2, FC614-3, FC614-4, FC614-5, FC614-6, FC614-7, FC614-8, FC614-9, FC614-10
CAS No.Compound Result RL MDL Units Q
99-87-6 p-Isopropyltoluene ND 0.50 0.13 ug/l
74-83-9 Methyl Bromide ND 0.50 0.20 ug/l
74-87-3 Methyl Chloride ND 0.50 0.20 ug/l
74-95-3 Methylene Bromide ND 0.50 0.13 ug/l
75-09-2 Methylene Chloride ND 2.0 1.0 ug/l
1634-04-4 Methyl Tert Butyl Ether ND 0.50 0.13 ug/l
91-20-3 Naphthalene ND 0.50 0.13 ug/l
103-65-1 n-Propylbenzene ND 0.50 0.13 ug/l
100-42-5 Styrene ND 0.50 0.13 ug/l
630-20-6 1,1,1,2-Tetrachloroethane ND 0.50 0.13 ug/l
79-34-5 1,1,2,2-Tetrachloroethane ND 0.50 0.13 ug/l
127-18-4 Tetrachloroethylene ND 0.50 0.13 ug/l
108-88-3 Toluene ND 0.50 0.13 ug/l
87-61-6 1,2,3-Trichlorobenzene ND 0.50 0.13 ug/l
120-82-1 1,2,4-Trichlorobenzene ND 0.50 0.13 ug/l
71-55-6 1,1,1-Trichloroethane ND 0.50 0.13 ug/l
79-00-5 1,1,2-Trichloroethane ND 0.50 0.13 ug/l
79-01-6 Trichloroethylene ND 0.50 0.13 ug/l
75-69-4 Trichlorofluoromethane ND 0.50 0.20 ug/l
96-18-4 1,2,3-Trichloropropane ND 0.50 0.13 ug/l
95-63-6 1,2,4-Trimethylbenzene ND 0.50 0.13 ug/l
108-67-8 1,3,5-Trimethylbenzene ND 0.50 0.13 ug/l
75-01-4 Vinyl Chloride ND 0.50 0.13 ug/l
m,p-Xylene ND 1.0 0.13 ug/l
95-47-6 o-Xylene ND 0.50 0.13 ug/l
1330-20-7 Xylene (total)ND 1.5 0.25 ug/l
CAS No.Surrogate Recoveries Limits
1868-53-7 Dibromofluoromethane 99%70-130%
17060-07-0 1,2-Dichloroethane-D4 102%70-130%
2037-26-5 Toluene-D8 100%70-130%
460-00-4 4-Bromofluorobenzene 101%70-130%
42 of 47
FC61455.1.1
Blank Spike Summary Page 1 of 2
Job Number:FC614
Account:GRINCC GRI (Geological Resources Inc.)
Project:Eastwood Service Station; 156 Lea Rd, West End, NC
Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
VA3314-BS A0236179.D 1 12/07/22 LR n/a n/a VA3314
The QC reported here applies to the following samples:Method: SM 6200B
FC614-1, FC614-2, FC614-3, FC614-4, FC614-5, FC614-6, FC614-7, FC614-8, FC614-9, FC614-10
Spike BSP BSP
CAS No.Compound ug/l ug/l %Limits
71-43-2 Benzene 10 10.6 106 70-130
108-86-1 Bromobenzene 10 10 100 70-130
74-97-5 Bromochloromethane 10 10.5 105 70-130
75-27-4 Bromodichloromethane 10 10.5 105 70-130
75-25-2 Bromoform 10 9.2 92 70-130
104-51-8 n-Butylbenzene 10 10.3 103 70-130
135-98-8 sec-Butylbenzene 10 11.3 113 70-130
98-06-6 tert-Butylbenzene 10 11.2 112 70-130
56-23-5 Carbon Tetrachloride 10 10.7 107 70-130
108-90-7 Chlorobenzene 10 10.6 106 70-130
75-00-3 Chloroethane 10 14.2 142*60-140
67-66-3 Chloroform 10 10.4 104 70-130
95-49-8 o-Chlorotoluene 10 10.9 109 70-130
106-43-4 p-Chlorotoluene 10 10.9 109 70-130
124-48-1 Dibromochloromethane 10 9.5 95 70-130
96-12-8 1,2-Dibromo-3-chloropropane 10 9.1 91 70-130
106-93-4 1,2-Dibromoethane 10 10.3 103 70-130
75-71-8 Dichlorodifluoromethane 10 10.9 109 60-140
95-50-1 1,2-Dichlorobenzene 10 10.4 104 70-130
541-73-1 1,3-Dichlorobenzene 10 10.9 109 70-130
106-46-7 1,4-Dichlorobenzene 10 10.4 104 70-130
75-34-3 1,1-Dichloroethane 10 10.9 109 70-130
107-06-2 1,2-Dichloroethane 10 10.2 102 70-130
75-35-4 1,1-Dichloroethylene 10 11.3 113 70-130
156-59-2 cis-1,2-Dichloroethylene 10 10.8 108 70-130
156-60-5 trans-1,2-Dichloroethylene 10 10.6 106 70-130
78-87-5 1,2-Dichloropropane 10 10.0 100 70-130
142-28-9 1,3-Dichloropropane 10 9.5 95 70-130
594-20-7 2,2-Dichloropropane 10 10 100 70-130
563-58-6 1,1-Dichloropropene 10 10.8 108 70-130
10061-01-5 cis-1,3-Dichloropropene 10 9.6 96 70-130
10061-02-6 trans-1,3-Dichloropropene 10 10.2 102 70-130
108-20-3 Di-Isopropyl Ether 10 10.3 103 70-130
100-41-4 Ethylbenzene 10 10.8 108 70-130
87-68-3 Hexachlorobutadiene 10 11.0 110 70-130
98-82-8 Isopropylbenzene 10 10.8 108 70-130
* = Outside of Control Limits.
43 of 47
FC61455.2.1
Blank Spike Summary Page 2 of 2
Job Number:FC614
Account:GRINCC GRI (Geological Resources Inc.)
Project:Eastwood Service Station; 156 Lea Rd, West End, NC
Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
VA3314-BS A0236179.D 1 12/07/22 LR n/a n/a VA3314
The QC reported here applies to the following samples:Method: SM 6200B
FC614-1, FC614-2, FC614-3, FC614-4, FC614-5, FC614-6, FC614-7, FC614-8, FC614-9, FC614-10
Spike BSP BSP
CAS No.Compound ug/l ug/l %Limits
99-87-6 p-Isopropyltoluene 10 11.1 111 70-130
74-83-9 Methyl Bromide 10 14.7 147*60-140
74-87-3 Methyl Chloride 10 13.2 132 60-140
74-95-3 Methylene Bromide 10 9.9 99 70-130
75-09-2 Methylene Chloride 10 9.0 90 70-130
1634-04-4 Methyl Tert Butyl Ether 10 9.8 98 70-130
91-20-3 Naphthalene 10 10.4 104 70-130
103-65-1 n-Propylbenzene 10 11.2 112 70-130
100-42-5 Styrene 10 10.2 102 70-130
630-20-6 1,1,1,2-Tetrachloroethane 10 10.5 105 70-130
79-34-5 1,1,2,2-Tetrachloroethane 10 10.1 101 70-130
127-18-4 Tetrachloroethylene 10 11.2 112 70-130
108-88-3 Toluene 10 10.5 105 70-130
87-61-6 1,2,3-Trichlorobenzene 10 10.4 104 70-130
120-82-1 1,2,4-Trichlorobenzene 10 10.5 105 70-130
71-55-6 1,1,1-Trichloroethane 10 11.0 110 70-130
79-00-5 1,1,2-Trichloroethane 10 10.3 103 70-130
79-01-6 Trichloroethylene 10 10.6 106 70-130
75-69-4 Trichlorofluoromethane 10 14.2 142*60-140
96-18-4 1,2,3-Trichloropropane 10 9.6 96 70-130
95-63-6 1,2,4-Trimethylbenzene 10 10.7 107 70-130
108-67-8 1,3,5-Trimethylbenzene 10 10.4 104 70-130
75-01-4 Vinyl Chloride 10 13.4 134 60-140
m,p-Xylene 20 21.9 110 70-130
95-47-6 o-Xylene 10 11.0 110 70-130
1330-20-7 Xylene (total)30 32.9 110 70-130
CAS No.Surrogate Recoveries BSP Limits
1868-53-7 Dibromofluoromethane 100%70-130%
17060-07-0 1,2-Dichloroethane-D4 99%70-130%
2037-26-5 Toluene-D8 100%70-130%
460-00-4 4-Bromofluorobenzene 100%70-130%
* = Outside of Control Limits.
44 of 47
FC61455.2.1
Matrix Spike/Matrix Spike Duplicate Summary Page 1 of 3
Job Number:FC614
Account:GRINCC GRI (Geological Resources Inc.)
Project:Eastwood Service Station; 156 Lea Rd, West End, NC
Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
FC614-7MS A0236192.D 20 12/07/22 LR n/a n/a VA3314
FC614-7MSD A0236193.D 20 12/07/22 LR n/a n/a VA3314
FC614-7 a A0236191.D 20 12/07/22 LR n/a n/a VA3314
The QC reported here applies to the following samples:Method: SM 6200B
FC614-1, FC614-2, FC614-3, FC614-4, FC614-5, FC614-6, FC614-7, FC614-8, FC614-9, FC614-10
FC614-7 Spike MS MS Spike MSD MSD Limits
CAS No.Compound ug/l Q ug/l ug/l %ug/l ug/l %RPD Rec/RPD
71-43-2 Benzene 110 200 335 113 200 329 110 2 70-130/20
108-86-1 Bromobenzene ND 200 197 99 200 203 102 3 70-130/20
74-97-5 Bromochloromethane ND 200 211 106 200 211 106 0 70-130/20
75-27-4 Bromodichloromethane ND 200 214 107 200 212 106 1 70-130/20
75-25-2 Bromoform ND 200 180 90 200 187 94 4 70-130/20
104-51-8 n-Butylbenzene 4.5 J 200 218 107 200 220 108 1 70-130/20
135-98-8 sec-Butylbenzene 5.8 J 200 237 116 200 237 116 0 70-130/20
98-06-6 tert-Butylbenzene ND 200 232 116 200 230 115 1 70-130/20
56-23-5 Carbon Tetrachloride ND 200 203 102 200 209 105 3 70-130/20
108-90-7 Chlorobenzene ND 200 217 109 200 218 109 0 70-130/20
75-00-3 Chloroethane ND 200 206 103 200 246 123 18 60-140/20
67-66-3 Chloroform ND 200 241 121 200 237 119 2 70-130/20
95-49-8 o-Chlorotoluene ND 200 227 114 200 227 114 0 70-130/20
106-43-4 p-Chlorotoluene ND 200 216 108 200 220 110 2 70-130/20
124-48-1 Dibromochloromethane ND 200 185 93 200 190 95 3 70-130/20
96-12-8 1,2-Dibromo-3-chloropropane ND 200 199 100 200 204 102 2 70-130/20
106-93-4 1,2-Dibromoethane ND 200 204 102 200 207 104 1 70-130/20
75-71-8 Dichlorodifluoromethane ND 200 159 80 200 178 89 11 60-140/20
95-50-1 1,2-Dichlorobenzene ND 200 209 105 200 211 106 1 70-130/20
541-73-1 1,3-Dichlorobenzene ND 200 216 108 200 220 110 2 70-130/20
106-46-7 1,4-Dichlorobenzene ND 200 208 104 200 211 106 1 70-130/20
75-34-3 1,1-Dichloroethane ND 200 221 111 200 225 113 2 70-130/20
107-06-2 1,2-Dichloroethane ND 200 212 106 200 211 106 0 70-130/20
75-35-4 1,1-Dichloroethylene ND 200 231 116 200 232 116 0 70-130/20
156-59-2 cis-1,2-Dichloroethylene ND 200 221 111 200 214 107 3 70-130/20
156-60-5 trans-1,2-Dichloroethylene ND 200 221 111 200 219 110 1 70-130/20
78-87-5 1,2-Dichloropropane ND 200 210 105 200 213 107 1 70-130/20
142-28-9 1,3-Dichloropropane ND 200 190 95 200 193 97 2 70-130/20
594-20-7 2,2-Dichloropropane ND 200 191 96 200 197 99 3 70-130/20
563-58-6 1,1-Dichloropropene ND 200 224 112 200 225 113 0 70-130/20
10061-01-5 cis-1,3-Dichloropropene ND 200 197 99 200 201 101 2 70-130/20
10061-02-6 trans-1,3-Dichloropropene ND 200 202 101 200 211 106 4 70-130/20
108-20-3 Di-Isopropyl Ether ND 200 218 109 200 220 110 1 70-130/20
100-41-4 Ethylbenzene 641 200 910 135* b 200 881 120 3 70-130/20
87-68-3 Hexachlorobutadiene ND 200 222 111 200 223 112 0 70-130/20
98-82-8 Isopropylbenzene 39.9 200 263 112 200 262 111 0 70-130/20
* = Outside of Control Limits.
45 of 47
FC61455.3.1
Matrix Spike/Matrix Spike Duplicate Summary Page 2 of 3
Job Number:FC614
Account:GRINCC GRI (Geological Resources Inc.)
Project:Eastwood Service Station; 156 Lea Rd, West End, NC
Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
FC614-7MS A0236192.D 20 12/07/22 LR n/a n/a VA3314
FC614-7MSD A0236193.D 20 12/07/22 LR n/a n/a VA3314
FC614-7 a A0236191.D 20 12/07/22 LR n/a n/a VA3314
The QC reported here applies to the following samples:Method: SM 6200B
FC614-1, FC614-2, FC614-3, FC614-4, FC614-5, FC614-6, FC614-7, FC614-8, FC614-9, FC614-10
FC614-7 Spike MS MS Spike MSD MSD Limits
CAS No.Compound ug/l Q ug/l ug/l %ug/l ug/l %RPD Rec/RPD
99-87-6 p-Isopropyltoluene 42.4 200 269 113 200 272 115 1 70-130/20
74-83-9 Methyl Bromide ND 200 220 110 200 244 122 10 60-140/20
74-87-3 Methyl Chloride ND 200 208 104 200 226 113 8 60-140/20
74-95-3 Methylene Bromide ND 200 209 105 200 202 101 3 70-130/20
75-09-2 Methylene Chloride ND 200 195 98 200 194 97 1 70-130/20
1634-04-4 Methyl Tert Butyl Ether ND 200 197 99 200 204 102 3 70-130/20
91-20-3 Naphthalene 192 200 426 117 200 425 117 0 70-130/20
103-65-1 n-Propylbenzene 55.9 200 290 117 200 290 117 0 70-130/20
100-42-5 Styrene ND 200 202 101 200 208 104 3 70-130/20
630-20-6 1,1,1,2-Tetrachloroethane ND 200 201 101 200 206 103 2 70-130/20
79-34-5 1,1,2,2-Tetrachloroethane ND 200 206 103 200 209 105 1 70-130/20
127-18-4 Tetrachloroethylene ND 200 217 109 200 220 110 1 70-130/20
108-88-3 Toluene 48.4 200 264 108 200 264 108 0 70-130/20
87-61-6 1,2,3-Trichlorobenzene ND 200 211 106 200 214 107 1 70-130/20
120-82-1 1,2,4-Trichlorobenzene ND 200 217 109 200 219 110 1 70-130/20
71-55-6 1,1,1-Trichloroethane ND 200 221 111 200 225 113 2 70-130/20
79-00-5 1,1,2-Trichloroethane ND 200 281 141*200 287 144*2 70-130/20
79-01-6 Trichloroethylene ND 200 222 111 200 224 112 1 70-130/20
75-69-4 Trichlorofluoromethane ND 200 216 108 200 249 125 14 60-140/20
96-18-4 1,2,3-Trichloropropane ND 200 201 101 200 197 99 2 70-130/20
95-63-6 1,2,4-Trimethylbenzene 585 200 832 124 200 809 112 3 70-130/20
108-67-8 1,3,5-Trimethylbenzene 37.8 200 252 107 200 253 108 0 70-130/20
75-01-4 Vinyl Chloride ND 200 201 101 200 232 116 14 60-140/20
m,p-Xylene 681 400 1190 127 400 1160 120 3 70-130/20
95-47-6 o-Xylene ND 200 230 115 200 232 116 1 70-130/20
1330-20-7 Xylene (total)681 600 1420 123 600 1400 120 1 70-130/20
CAS No.Surrogate Recoveries MS MSD FC614-7 Limits
1868-53-7 Dibromofluoromethane 101%99%98%70-130%
17060-07-0 1,2-Dichloroethane-D4 108%101%104%70-130%
2037-26-5 Toluene-D8 99%100%100%70-130%
460-00-4 4-Bromofluorobenzene 100%102%100%70-130%
(a) Sample re-analyzed beyond hold time.
* = Outside of Control Limits.
46 of 47
FC61455.3.1
Matrix Spike/Matrix Spike Duplicate Summary Page 3 of 3
Job Number:FC614
Account:GRINCC GRI (Geological Resources Inc.)
Project:Eastwood Service Station; 156 Lea Rd, West End, NC
Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
FC614-7MS A0236192.D 20 12/07/22 LR n/a n/a VA3314
FC614-7MSD A0236193.D 20 12/07/22 LR n/a n/a VA3314
FC614-7 a A0236191.D 20 12/07/22 LR n/a n/a VA3314
The QC reported here applies to the following samples:Method: SM 6200B
FC614-1, FC614-2, FC614-3, FC614-4, FC614-5, FC614-6, FC614-7, FC614-8, FC614-9, FC614-10
(b) Outside control limits due to high level in sample relative to spike amount.
* = Outside of Control Limits.
47 of 47
FC61455.3.1