MO-8561_40099_CA_MRP_20231019

October 20, 2023

Mr. Brad Newton
NCDEQ-UST Section
Mooresville Regional Office
610 East Center Ave.
Mooresville, NC 28115

Re: Ground Water Monitoring Report
July - September 2023
Fast Track #145
2443 NC Highway 10 West
Newton, Catawba County
North Carolina
Facility ID Number: 00-0-0000036548
Incident Number: 40099
GRI Project Number: 5398
Dear Mr. Newton,
Please find enclosed the referenced report for the above-mentioned site.
If you have any questions, please contact Joanna Alley at 704-845-4010.

Sincerely,
Geological Resources, Inc.

Johanna Moats
AP / AR Coordinator

Enclosure

Cc: Mr. Matthew Redmond; Raymer Oil Company, file

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

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

Ground Water Monitoring Report
July - September 2023
Fast Track #145
2443 NC Highway 10 West
Newton, Catawba County
North Carolina
Facility ID Number: 00-0-0000036548
Incident Number: 40099
GRI Project Number: 5398

Prepared for:

Mr. Matthew Redmond
Raymer Oil Company
P.O. Box 327
Troutman, North Carolina 28166

October 19, 2023

Joanna Alley, P.E.
Project Manager

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Ground Water Monitoring Report
Prepared on: October 19, 2023 Fast Track #145
Project Manager: Joanna Alley, P.E. GRI Project No. 5398
i
SITE INFORMATION
1. Site Identification
 Fast Track #145 (Facility ID 00-0-0000036548)
 Incident Number 40099 – Intermediate Risk (I125D)
 Location of Source Area: 2443 NC Highway 10 West
Newton, NC 28658
Catawba County
35.644579°N, 81.268800°W (Topographical Map)
2. Information about Contacts Associated with the Leaking UST System

UST Owner
Fast Track Inc.
P.O. Box 410
Wilkesboro, NC 28697
Email Unknown
336-838-4000

UST Operator
Raymer Brothers, Inc.
P.O. Box 327
Troutman, NC 28166
[e-mail]
704-873-7285

Property Owner
KLR Real Estate, LLC.
589 North Main Street
Troutman, NC 28166
Email Unknown
Phone No. Unknown

Property Occupant
Valero/Fast Phil’s #145
2443 NC Highway 10 West
Newton, NC 28658
Email Unknown
828-466-0161

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

Analytical Laboratory
Waypoint Analytical
4449 Springbrook Road
Charlotte, NC 28217
State Certification No.
37735/402
704-529-6364
3. Information about Release
 Release was discovered on July 5, 2012
 An unknown amount of product was released from the leaking UST System
 Currently, one 12,000-gallon gasoline UST, one 8,000-gallon gasoline UST, and one 5,000-gallon
diesel UST and associated pumps and product piping are active at the site.

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Ground Water Monitoring Report
Prepared on: October 19, 2023 Fast Track #145
Project Manager: Joanna Alley, P.E. GRI Project No. 5398
ii
EXECUTIVE SUMMARY
Fast Track #145 is located at 2443 NC Highway 10 West in Newton, Catawba County, North Carolina. The
site is currently owned by KLR Real Estate, LLC. and is operated by Raymer Brothers, Inc. as a petroleum
retail facility. In May 2020, Raymer Oil Company became the responsible party for incident 40099. A
release was discovered during a Phase II ESA conducted in July 2012. Currently, one 12,000-gallon gasoline
UST, one 8,000-gallon gasoline UST, and one 5,000-gallon diesel UST and associated pumps and product
piping are active at the site. The adjoining properties are a mixture of residential and commercial
properties. According to the information determined during 2012 receptor survey activities, six active
potable water supply wells were identified within a 1,000- foot radius of the site. Public water is available
to the site and surrounding properties within a 1,500-foot radius of the site.

The November 2014 CAP submitted by Paragon Environmental Consultants, Inc. proposed connecting the
residences with potable water supply wells to municipal water and reducing contaminant concentrations
to below GCLs at the site using MMPE events in combination with a dual-phase extraction and air sparging
system. In accordance with the March 2021 remediation system design, an AS/SVE system was installed
at the site and started on March 17, 2023. Additionally, several MMPE events have been conducted at
the site.

O&M site visits were conducted on July 17, August 21, and September 19, 2023. Hour meter, system
vacuum, pressure, air flow, temperature, AS well pressure, and SVE well vacuum readings were collected
during each site visit.

On September 21, 2023, six Type II monitoring wells were gauged, purged, and/or sampled. MW-8 was
dry and could not be sampled. The field where MW-4, MW-9, MW-10, and MW-15 are located was
overgrown and these wells could not be found. Free product was not observed during the September
2023 gauging activities. The concentrations of benzene, toluene, ethylbenzene, xylenes, naphthalene,
isopropylbenzene, n-propylbenzene, 1,2,4-trimethylbenzene, and/or 1,3,5-trimethylbenzene reported in
the ground water samples collected from MW-1, MW-3, MW-6, MW-14 and MW-17 exceeded the MACs.
The concentrations of benzene, toluene, ethylbenzene, xylenes and/or naphthalene reported in the
ground water samples collected from MW-1 and MW-14 exceeded 10 times the 2B Standards. The
concentration of benzene reported in the ground water sample collected from MW-6 exceeded the GCL.

Calculations based on the September 2023 ground water sampling event indicate that the contaminant
mass has decreased by 35.1%, 39.5%, and 78.8% in Areas 1, 2, and 3, respectively, when compared to the
baseline sampling event. The overall contaminant mass at the site has decreased by approximately 65.4%
from the baseline event to the September 2023 sampling event.

Based on this information, the risk classification for the site should remain Intermediate risk. GRI
recommends the continued operation of the remediation system until contaminant concentrations have
been reduced to below 10 times the 2B Standards.

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Ground Water Monitoring Report
Prepared on: October 19, 2023 Fast Track #145
Project Manager: Joanna Alley, P.E. GRI Project No. 5398
iii
ACRONYMS
ACM: Asbestos Containing Materials
AFVR: Aggressive Fluid-Vapor Recovery
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
GRI: Geological Resources, Inc.
GRO: Total Petroleum Hydrocarbons
Gasoline Range Organics
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
PRM: Product Recovery Management, Inc.
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. Ground Water Monitoring Report
Prepared on: October 19, 2023 Fast Track #145
Project Manager: Joanna Alley, P.E. GRI Project No. 5398
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 ...................................................................................................3
3.0 FREE PRODUCT REMOVAL ........................................................................................................4
4.0 REMEDIATION SYSTEM ............................................................................................................4
5.0 AIR SAMPLING.........................................................................................................................5
6.0 SOIL AND GROUND WATER REMEDIATION ...............................................................................6
7.0 NATURAL ATTENUATION / NATURAL SOURCE ZONE DEPLETION STATUS ..................................8
8.0 CONCLUSIONS .........................................................................................................................8
9.0 LIMITATIONS ...........................................................................................................................8
10.0 STATEMENTS AND CERTIFICATION ...........................................................................................9

FIGURES
Figure 1: Site Location Map
Figure 2: Site Map
Figure 3: Site Vicinity Map
Figure 4: Water Table Surface Map
Figure 5: Ground Water Quality Map
Figure 6: Benzene Isoconcentration Map
Figure 7: Toluene Isoconcentration Map
Figure 8: Ethylbenzene Isoconcentration Map
Figure 9: Xylenes Isoconcentration Map
Figure 10: Naphthalene Isoconcentration Map
Figure 11: Remediation Well Location Map
Figure 12: Estimated Contaminant Mass Area Map

TABLES
Table 1: UST Owner and Operator Information
Table 2: UST System Information
Table 3: Water Supply Well Information
Table 4: Adjacent Property Owner Information
Table 5: Well Construction and Gauging Information
Table 6: Summary of Ground Water Sample Analytical Results
Table 7: Summary of Remediation System O&M Visits
Table 8: Summary of Air Analytical Results

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Ground Water Monitoring Report
Prepared on: October 19, 2023 Fast Track #145
Project Manager: Joanna Alley, P.E. GRI Project No. 5398

APPENDICES
Appendix A: State Correspondence
Appendix B: Land Use Information
Appendix C: Incident Reports
Appendix D: Historical Soil Quality Information
Appendix E: Laboratory Analytical Reports
Appendix F: O&M Field Data Sheets
Appendix G: Overall Remediation Costs
Appendix H: Contaminant Mass Calculations

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Ground Water Monitoring Report
Prepared on: October 19, 2023 Fast Track #145
Project Manager: Joanna Alley, P.E. GRI Project No. 5398
1
1.0 SITE HISTORY AND CHARACTERIZATION
GRI presents the results of the July through September 2023 O&M activities and the September 2023
ground water sampling event at the Fast Track #145 site located at 2443 NC Highway 10 West in Newton,
Catawba County, North Carolina. These activities were conducted in accordance with GRI Proposal No.
23-421, which was submitted to the NCDEQ on June 30, 2023, and approved as Task Authorization No.
40099-24 on July 3, 2023. A topographical map showing the location of the site is included as Figure 1.
State correspondence is included as Appendix A.

The site is currently owned by KLR Real Estate, LLC and is operated by Raymer Brothers, Inc. as a petroleum
retail facility. In May 2020, Raymer Oil Company became the responsible party of incident 40099. A release
was discovered during a Phase II ESA conducted in July 2012. Currently, one 12,000-gallon gasoline UST,
one 8,000-gallon gasoline UST, and one 5,000-gallon diesel UST and associated pumps and product piping
are active at the site. UST owner/operator information and UST system information are included in Tables
1 and 2, respectively. The Registered Tank Report is shown below:

The site and surrounding area are a mixture of residential and commercial properties. A copy of the Land
Use table is included as Appendix B. The site contains one building (the store) and is primarily capped
with concrete and asphalt. The overall topography at the site is relatively flat; the eastern portion of the
site slopes eastward towards an unnamed creek, located approximately 250 feet east of the source area.
Seventeen Type II monitoring wells (MW-1 through MW-17) 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 is included as Figure 2.

A receptor survey was conducted at the site by Paragon Environmental Consultants, Inc. (Paragon) in July
2012. Fourteen water supply wells were identified within a 1,000-foot radius of the site. Six of the fourteen
water supply wells (WSW-3, WSW-4, WSW-7, WSW-11, WSW-12, and WSW-14) identified were
determined to be active potable wells. According to available information, the six residences with potable
water supply wells were connected to municipal water and as a result, the site’s risk classification was
lowered by the NCDEQ to Intermediate in January 2016. Municipal water is available to the site and

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Ground Water Monitoring Report
Prepared on: October 19, 2023 Fast Track #145
Project Manager: Joanna Alley, P.E. GRI Project No. 5398
2
surrounding properties. Two branches of an unknown tributary are located within a 500-foot radius of the
site. Water supply well information is included in Table 3. Adjacent property owner information is
included in Table 4. A Site Vicinity Map showing the adjacent properties and a Zoning Map showing the
zoning information are included as Figures 3A and 3B, respectively.

Please note that the historical information contained in this report was obtained under the supervision of
the previous consultants. Although GRI cannot verify the accuracy of the information obtained by
previous consultants, for the purpose of this report it is assumed to be correct, and any inferences or
interpretations made by GRI based on data that may be incorrect are not the responsibility of GRI. Please
refer to earlier submittals for additional information regarding previous assessment activities.

One additional incident (Incident No. 22431) was reported on the site. Based on the NCDEQ Incident
Report, it does not appear that this incident was assessed. One incident (Incident No. 10359) was
reported on an adjacent property. These incidents have both been closed. Copies of the NCDEQ Incident
Reports are included as Appendix C. A map showing the locations of additional incidents in the vicinity of
the site is shown below:

Paragon submitted a CAP on November 18, 2014, that proposed to reduce contaminant concentrations
using MMPE events in combination with dual-phase extraction and air sparging system. To date, several
MMPE events have been conducted at the site. No projected milestones were established in the CAP. In
March 2021, GRI submitted a remediation system design to implement the 2014 CAP. In accordance with
40099
22431
10359

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Ground Water Monitoring Report
Prepared on: October 19, 2023 Fast Track #145
Project Manager: Joanna Alley, P.E. GRI Project No. 5398
3
the system design, an AS/SVE remediation system was installed at the site and was started on March 17,
2023. The remediation system is currently in operation.

Based on the presence of surface water and contaminant concentrations exceeding 10 times the 2B
standards, the risk classification should remain intermediate risk.
2.0 PRESENTATION OF CURRENT SITE ASSESSMENT INFORMATION/ COMPARISON TO HISTORICAL
ASSESSMENT INFORMATION
Soil assessment was not conducted during the current scope of work. Historical soil quality information
from previous consultants is included as Appendix D.

On September 21, 2023, six Type II monitoring wells (MW-1, MW-3, MW-6, MW-8, MW-14 and MW-17)
were gauged, purged and/or sampled. MW-8 was dry and could not be sampled. The field where MW-4,
MW-9, MW-10 and MW-15 are located was overgrown and these wells could not be found. Additionally,
the creek adjacent to the site was dry; therefore, a surface water sample could not be collected. Free
product was not observed during the September 2023 gauging activities. Depths to ground water in the
Type II monitoring wells ranged from 25.65 feet to 32.55 feet. Ground water elevations in the Type II
monitoring wells relative to an arbitrary datum of 100.00 feet ranged from 65.26 feet to 73.39 feet.
Ground water flow was generally to the east with a horizontal gradient of approximately 0.10 feet per
foot. The vertical gradient was not calculated. Well construction and gauging information is included in
Table 5. A Water Table Surface Map based on the Type II monitoring wells is included as Figure 4. 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 25-45 45 97.81 32.55 --- 65.26
MW-3 19-39 39 100.00 25.85 --- 74.15
MW-4 4-19 19 66.37 NM NM NM
MW-6 16-36 36 100.50 27.11 --- 73.39
MW-8 17-37 37 98.64 NM NM NM
MW-9 3-13 13 55.86 NM NM NM
MW-10 3-13 13 58.47 NM NM NM
MW-14 16-36 36 98.93 27.27 --- 71.66
MW-15 4-14 14 55.44 NM NM NM
MW-17 10-35 35 97.75 25.65 --- 72.10

Ground water samples collected from the monitoring wells were submitted for laboratory analyses of
VOCs by EPA Method 6200B. The concentrations of benzene, toluene, ethylbenzene, xylenes,
naphthalene, isopropylbenzene, n-propylbenzene, 1,2,4-trimethylbenzene, and/or 1,3,5-
trimethylbenzene reported in the ground water samples collected from MW-1, MW-3, MW-6, MW-14
and MW-17 exceeded the MACs. The concentrations of benzene, toluene, ethylbenzene, xylenes and/or
naphthalene reported in the ground water samples collected from MW-1, MW-6, MW-14 and MW-17

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Ground Water Monitoring Report
Prepared on: October 19, 2023 Fast Track #145
Project Manager: Joanna Alley, P.E. GRI Project No. 5398
4
exceeded 10 times the 2B Standards. The concentration of benzene reported in the ground water sample
collected from MW-6 exceeded the GCL. A summary of the analytical results for ground water samples
collected on September 21, 2023, is included in Table 6. A Ground Water Quality Map based on the
September 2023 data is included as Figure 5. Isoconcentration maps for all contaminants that exceeded
10 times the 2B Standards are included as Figure 6 through Figure 10. A telescoping well has not been
installed at the site; therefore, cross sections have not been included. A complete report of laboratory
analyses of the ground water samples collected from the monitoring wells during the September 2023
sampling event is included in 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 (µg/l) 1 600 600 500 20 6
GCL (µg/l) 5,000 260,000 80,000 50,000 20,000 6,000
10 x 2B Standard (µg/l) 510 110 1,300 6,700 15,000 120
MW-1 828 1,700 232 1,380 <14.0 940
MW-3 29.4 3.07 1.24 9.36 <0.140 6.80
MW-4 NS NS NS NS NS NS
MW-6 8,790 28,100 2,640 14,300 <14.0 730
MW-8 NS NS NS NS NS NS
MW-9 NS NS NS NS NS NS
MW-10 NS NS NS NS NS NS
MW-14 133 193 32.7 235 <0.140 <0.470
MW-15 NS NS NS NS NS NS
MW-17 <18.0 107 137 1,360 <14.0 902

A laboratory supplied trip blank was submitted with the ground water samples for analysis of VOCS by
EPA Method 6200B. No detectable concentrations of requested method constituents were reported in
the trip blank.

The site is in the Piedmont Physiographic Province of North Carolina. The seasonal high water table at the
site was observed in June 2021 and has a depth to water of approximately twenty to twenty-four feet
BGS.
3.0 FREE PRODUCT REMOVAL
Free product has not been historically observed at the subject site. Multiple MMPEs have been conducted
since the CAP was developed in November 2014. The goal of the MMPEs was to reduce contaminant
concentrations in ground water.
4.0 REMEDIATION SYSTEM
In accordance with the 2014 CAP and 2021 system design, an AS/SVE system was installed at the site and
activated on March 17, 2023. The system installation included the connection of a total of seven AS wells

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Ground Water Monitoring Report
Prepared on: October 19, 2023 Fast Track #145
Project Manager: Joanna Alley, P.E. GRI Project No. 5398
5
and seven SVE wells throughout the contaminant plume. A map showing the locations of the remediation
wells is included as Figure 11.

O&M site visits were conducted on July 17, August 21 and September 19, 2023. Hour meter, system
vacuum, pressure, air flow, temperature, AS well pressure, and SVE well vacuum readings were collected
during the site visits and SVE exhaust air samples were collected monthly and submitted for laboratory
analysis of BTEX.

The SVE system operated for a total of 1,438 hours and the system vacuum ranged from 69.95 to 70.10
inches of water during the current quarter of O&M (July through September 2023). The AS system
operated for a total of 1,439 hours during the reporting period with system pressures ranging from 15.62
to 16.27 PSI. Please refer to the individual O&M data sheets for additional system measurements. System
flows were adjusted as needed. The general condition of the system was also noted. Work conducted
during the site visits along with hour meter readings is summarized in Table 7. O&M field data sheets are
included as Appendix F.
5.0 AIR SAMPLING
Air samples were collected from the exhaust of the SVE system on July 17, August 21 and September 19,
2023. A summary of the analytical results for air samples collected during the current quarter of system
operation is presented in Table 8. Complete reports of laboratory analyses are included as Appendix E.
A summary of air sampling results during the current quarter is shown below:
Sample Date Benzene Toluene Ethylbenzene Xylenes Total
BTEX TRPH
07/17/23 <3.1 <2.6 <2.3 <6.9 <14.9 34
08/21/23 <3.1 <2.6 <2.3 <6.9 <14.9 <31
09/19/23 <3.1 <2.6 <2.3 <6.9 <14.9 <31

Overall, remediation and monitoring activities from CAP implementation through the current quarter
have cost $274,793.10. A breakdown of current quarter’s costs is included as Appendix G and summarized
below:
Claim
Number
Task
Code Task Code Description Cost Claim Amount
(claim has
not been
submitted)
4.031 Cost for Sampling Wells $561.00
$7,432.50
4.090 Cost for Analytical $849.00
6.090 Ground Water Monitoring Report $1,125.00
7.201 Cost for Scheduled Maintenance $697.50
7.260 Cost for Remediation Operating Expenses
(assumed, pending receipt of all power bills) $3,300.00
12.050 Consultant Travel $750.00
12.055 Temporary Impact Increase $150.00
Total Cost Since System Installation $274,793.10

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Ground Water Monitoring Report
Prepared on: October 19, 2023 Fast Track #145
Project Manager: Joanna Alley, P.E. GRI Project No. 5398
6
6.0 GROUND WATER REMEDIATION
The baseline contaminant mass at the site was determined based on the total BTEX, MTBE, and
naphthalene concentrations reported in the January 2014 CSA as well as the maximum historical water
column height observed in each area. The contaminant plume was divided into three areas (Areas 1
through 3) based on the benzene concentrations during the July 2020 ground water sampling event. A
map showing the estimated contaminant mass areas is included as Figure 12.

Available historical data for the site was reviewed in order to develop a strategy for measuring
remediation progress against an established baseline for the contaminant plume. To calculate
contaminant mass present at the site, the following three avenues of contaminant migration/source were
evaluated as well as the data required for each source. The calculations were revised to estimate the
influence of fluctuations in ground water elevation.

1. Contamination present in ground water: The November 2012 and March 2013 ground water
sampling data and total BTEX, MTBE, and naphthalene constituents were used to determine the
baseline contaminant mass in each area. Area #1 had approximately 76,258.29 grams of
contaminant mass; Area #2 had approximately 102,686.65 grams of contaminant mass and Area
#3 had approximately 1,428.39 grams of contaminant mass.

Calculations based on the September 2023 ground water sampling event indicate that the
contaminant mass has decreased by 35.1%, 39.5%, and 78.8% in Areas 1, 2, and 3, respectively,
when compared to the baseline sampling event. The contaminant concentrations in Area 1
through Area 3 have generally decreased over time; however, additional monitoring is necessary
to determine the effect of the remediation system on the contaminant plume. The overall
contaminant mass at the site has decreased by approximately 65.4% from the baseline event to
the September 2023 sampling event. Contaminant mass calculations are included as Appendix H.
A chart depicting the overall trend in contaminant mass and the changes in average water column
depth over time is shown below:

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Prepared by: Geological Resources, Inc. Ground Water Monitoring Report
Prepared on: October 19, 2023 Fast Track #145
Project Manager: Joanna Alley, P.E. GRI Project No. 5398
7

2. Contamination due to leaching effect from unsaturated soils: Soil quality data from the former
source areas as well as from the vicinity of the above referenced source area monitoring wells is
not available. Therefore, it is not possible at this point to factor in the effect of this potential on-
going source of ground water contamination. If soil sampling is deemed necessary for the
calculation of any secondary source inputs, they will be proposed at a later date.
3. Contamination input due to the presence of free product: Free product has not been historically
observed at the subject site.

Monitoring Plan:
Based on the Intermediate site risk ranking, the following monitoring plan is recommended:
 Conduct a comprehensive ground water sampling event that includes wells MW-1, MW-3, MW-
4, MW-6, MW-8 through MW-10, MW-14, MW-15, and MW-17 on a quarterly basis for the initial
year of operation to monitor the effect of the remediation system. Following the initial year of
operation, any wells with contaminant concentrations exceeding 10 times the 2B Standard should
be sampled on a semi-annual basis and a comprehensive sampling event for the above listed wells
should be conducted on an annual basis.
 Conduct soil sampling on an as-needed basis.
Performance Monitoring:
 The remediation system appears to have been effective at reducing ground water contaminant
concentration in the targeted wells; however, additional monitoring is necessary to establish a
trend for the remedial efforts. Please note that milestones were not established in the CAP.
 The remediation system should remain running for the next quarter of operation.
0.00
2.00
4.00
6.00
8.00
10.00
12.00
14.00
16.00
18.00
30,000
80,000
130,000
180,000
230,000
280,000
Average Water Column Height (ft)Contaminant Mass (grams)Time
Total Contaminant Mass vs. Time
Fast Track #145 (Incident No. 40099)
Contaminant Mass (grams)Water Column Height (ft)
Linear (Contaminant Mass (grams))

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Ground Water Monitoring Report
Prepared on: October 19, 2023 Fast Track #145
Project Manager: Joanna Alley, P.E. GRI Project No. 5398
8
7.0 NATURAL ATTENUATION / NATURAL SOURCE ZONE DEPLETION STATUS
Due to the site being in the active remediation phase, no natural attenuation monitoring plan is currently
in place at the site.
8.0 CONCLUSIONS
 O&M site visits were conducted on July 17, August 21 and September 19, 2023. Hour meter,
system vacuum, pressure, air flow, temperature, AS well pressure, and SVE well vacuum readings
were collected during each site visit.
 On September 21, 2023, six Type II monitoring wells were gauged, purged, and/or sampled. MW-
8 was dry and could not be sampled. The field where MW-4, MW-9, MW-10, and MW-15 are
located was overgrown and these wells could not be found. Free product was not observed during
the September 2023 gauging activities. Ground water flow was generally to the east with a
horizontal gradient of approximately 0.10 feet per foot. The vertical gradient was not calculated.
 The concentrations of benzene, toluene, ethylbenzene, xylenes, naphthalene, isopropylbenzene,
n-propylbenzene, 1,2,4-trimethylbenzene, and/or 1,3,5-trimethylbenzene reported in the ground
water samples collected from MW-1, MW-3, MW-6, MW-14 and MW-17 exceeded the MACs.
 The concentrations of benzene, toluene, ethylbenzene, xylenes and/or naphthalene reported in
the ground water samples collected from MW-1, MW-6, MW-14 and MW-17 exceeded 10 times
the 2B Standards. The concentration of benzene reported in the ground water sample collected
from MW-6 exceeded the GCL.
 Calculations based on the September 2023 ground water sampling event indicate that the
contaminant mass has decreased by 35.1%, 39.5%, and 78.8% in Areas 1, 2, and 3, respectively,
when compared to the baseline sampling event. The overall contaminant mass at the site has
decreased by approximately 65.4% from the baseline event to the September 2023 sampling
event.
 Based on this information, the risk classification for the site should remain Intermediate risk. GRI
recommends the continued operation of the remediation system until contaminant
concentrations have been reduced to below 10 times the 2B Standards.
9.0 LIMITATIONS
This report has been prepared for the exclusive use of Raymer Oil Company and the NCDEQ for specific
application to the referenced site in Catawba County, North Carolina. The assessment was conducted
based on the scope of work and level of effort desired by the NCDEQ and with resources adequate only
for that scope of work. Our findings have been developed in accordance with generally accepted
standards of environmental practices in the State of North Carolina, available information, and our
professional judgment. No other warranty is expressed or implied.

The data that is presented in this report is indicative of conditions that existed at the precise locations
sampled and at the time the samples were collected. In addition, the data obtained from samples would
be interpreted as being meaningful with respect to parameters indicated in the laboratory report. No
additional information can logically be inferred from this data.

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Ground Water Monitoring Report
Prepared on: October 19, 2023 Fast Track #145
Project Manager: Joanna Alley, P.E. GRI Project No. 5398
9
10.0 STATEMENTS AND CERTIFICATION
1 Enter the date the monitoring report was due. n/a Will this report be submitted after the
established due date?
YES NO
2 Was any required information from the above template missing from this report? YES NO
IF the answer to question #1 or# 2 is “YES”, please provide additional information in this cell to explain
what was missing and why.
3 If applicable, will any of the proposed attenuation milestones under the schedule approved
in the Corrective Action Plan not be met? (within a reasonable margin of error)
YES NO
IF the answer to question #3 is “NO”, skip to the certification under #8 below.
IF the answer to question #3 is “YES”, please generally describe in this cell the possible reason(s) and
outline proposed remedies. (This should be described in more detail in the report text above.)

N/A
4 Does any known or suspected source zone soil contamination or free product remain
outside of the assessed area that could be inhibiting natural attenuation?
YES NO
5 Has there been an unexpected increase in contaminant mass sufficient to suggest a
potential new release from a separate onsite or offsite source?
YES NO
IF the answer to either question #4 or #5 is “YES”, generally describe in this cell any actions
recommended to further assess or clean up this known or suspected source. (This should be described
in more detail in the report text above.)

6 Certification:
I, Samuel L. McKay, III, a Licensed Geologist for Geological Resources, Inc., do certify that the information
contained in this report is correct and accurate to the best of my knowledge.

Geological Resources, Inc. is licensed to practice engineering and geology in North Carolina. The
certification number of the company or corporation is C-2727/C-127.

FIGURES
SITE LOCATION
Figure 1
Site Location
Fast Track #145
2443 NC Highway 10 West Newton,
Catawba County, NC
Incident No. 40099
GRI Project No. 5398
500 M
2000 FT
Date: 07/19/2020 Location: 35.644579°N -81.268800°W
D
a
d
"J
"J
"J
"J
"J
"J
"J
"J
"J
"J
"J
"J
"J
"J
SITE
362911678025
362911571253
362911564459
362911670179
362907573779
362911672327
362911661942
362907576636
362911565735
362911566946
362907682129
362911576481
362907577597
362911577137362907586014 362907672635362911562820
3 6 2 9 0 7 6 7 0 5 2 4
WSW-6
WSW-9
WSW-5
WSW-7
WSW-8
WSW-4
WSW-3
WSW-2
WSW-1
WSW-14
WSW-13
WSW-12
WSW-11
WSW-10
Unknown Tributary
Unknown TributaryU n k n o w n T rib u ta ry
N C 1 0 H W YSTARTOWN RDNOTTI
NGHAM DRS T A R D R
K E N S IN G T O N C IRO
R
C
H
A
R
D S
T DO V E STPOOVEY ST
S T O N E H E N G E S T
ISHMAL AVE
KNI
GHTBRI
DGE DRC A M B R I D G E S T
JERRY AVE
HALLPOINT LN
L IT T L E J O H N T RRAD
ER STDOVE ST
TRACK #1452443 NC HIGHWAY 10 WESTNEWTON, CATAWBA COUNTYNORTH CAROLINAINCIDENT NO. 40099GRI NO. 5398
PREPARED BY:GEOLOGICAL RESOURCES, INC.AUGUST 13, 2020
1,500-FOOT RADIUS
1,000-FOOT RADIUS
250-FOOT RADIUS
³
0 300150Feet1 inch = 300 feet
500-FOOT RADIUS
LEGEND
"J Water Supply Well
Catawba County_RoadCenterlines
Catawba County_Streams
Well Owners and Adjacent Properties
Catawba County_Parcels
FIGURE 3A: SITE VICINITY MAP
FAST
SS
SS
SS
SS
SS
SS
SS
SSSSSSSS
SS

TABLES
UST ID Number 1A, 1B, 1C Facility ID Number
Owner or Operator?
Operator
UST ID Number 1A, 1B, 1C Facility ID Number
Owner or Operator?
Owner
UST ID Number 1A, 1B, 1C Facility ID Number
Owner or Operator?
Operator
Telephone Number
00-0-0000036548
Name of Owner or Operator Dates of Ownership / Operation
Address Telephone Number
00-0-0000036548
1-336-766-9801
P.O. Box 410, Wilkesboro, NC 28697 1-336-766-9801
00-0-0000036548
Name of Owner or Operator Dates of Ownership / Operation
Raymer Brothers, Inc. 03/05/2019 - Current
Address
Fast Track Inc. 11/02/2002 - 03/05/2019
Name of Owner or Operator Dates of Ownership / Operation
Address
Fast Track Inc. 11/02/2002 - Current
P.O. Box 410, Wilkesboro, NC 28697
P.O. Box 327, Troutman, NC 28166 1-704-873-7285
Telephone Number
TABLE 1
UST OWNER/OPERATOR INFORMATION
FAST TRACK #145 (INCIDENT NO. 40099)
Page 1 of 1
Date: 07/15/21 Facility ID # : 00-0-0000036548
Was Release
Associated
with UST
System?
(Yes / No)
1A Gasoline NA 12,000 11/1/2002 Double Wall Steel 8' x 32' Other Current Yes
1B Gasoline NA 8,000 11/1/2002 Double Wall Steel 8' x 21' 4" Other Current Yes
1C Diesel NA 5,000 11/1/2002 Double Wall Steel 8' x 13' 6" Other Current Yes
TABLE 2
UST SYSTEM INFORMATION
FAST TRACK #145 (INCIDENT NO. 40099)
Status
of
UST
UST
ID
No.
Current
or Most
Recent
Contents
Previous
Contents
Capacity
(gallons)
Date
Installed
Construction
Details
Tank
Dimensions
Description of
Associated
Product Piping
and
Pumps
Page 1 of 1
Facility ID # : 00-0-0000036548
Well ID. Parcel ID No. Well Owner Mailing Address Well Address
Well Use
(Potable / Non-
Potable
etc.)
Connected to
Municipal Water
Yes/No
Distance from
source area of
release
(ft.)
WSW-1 36291167-2327 Rollin Acres, LLC
2421 W NC Highway 10
Newton, NC 28658
2421 W NC Highway 10
Newton, NC 28658
Abandoned
12/10/2015 Unknown ~240'
WSW-2 36291157-7137 Jerry & Michael Houser
2120 Peeler Road
Vale, NC 28168
3907 Startown Road
Newton, NC 28658
Unknown
Inactive Unknown ~250'
WSW-3 36290767-2635
Glenda R. Mathis &
Terry Robinson
5905 Old Shelby
Vale, NC 28168
2420 W NC Highway 10
Newton, NC 28658
Unknown
Inactive
Reportedly
Connected ~425'
WSW-4 36291157-6481 Startown Tire Center, Inc.
2466 W NC Highway 10
Newton, NC 28658
3867 Startown Road
Newton, NC 28658
Unknown
Inactive
Reportedly
Connected ~430'
WSW-5 36290757-6636 Gerald & John Arrowood
2433 Poovey Street
Newton, NC 28658
2433 Poovey Street
Newton, NC 28658
Unknown
Inactive Unknown ~500'
WSW-6 36291167-8025 Jeanne F. Davis & Brian McCurdy
4133 Wild Partridge Road
Charlotte, NC 28226
2393 W NC Highway 10
Newton, NC 28658
Unknown
Inactive Unknown ~540'
WSW-7 36291156-5735 Dale & Diane Caldwell
P.O. Bx 562
Hudson, NC 28638
2511 W NC Highway 10
Newton, NC 28658
Unknown
Inactive
Reportedly
Connected ~620'
WSW-8 36291156-4459 Jacqueline Yoder 3991 Startown Road
Newton, NC 28658
3967 Startown Road
Newton, NC 28658
Unknown
Inactive Unknown ~680'
WSW-9 36291157-1253
Gena E. Poovey & Noah S.
Lindemann
117 Rest Street
Gaffney, SC 29340
2506 W NC Highway 10
Newton, NC 28658
Unknown
Inactive Unknown ~700'
WSW-10 36291156-2820 Cody and Kendra Beal
3993 Joe Crouse Road
Maiden, NC 28650
2541 W NC Highway 10
Newton, NC 28658 Unknown Unknown ~750'
WSW-11 36290757-3779 Kenneth & Peggy Bissette
2465 Poovey Street
Newton, NC 28658
2465 Poovey Street
Newton, NC 28658
Unknown
Inactive
Reportedly
Connected ~825'
WSW-12 36290758-6014 Shannon M. Mincer
2454 Poovey Street
Newton, NC 28658
2454 Poovey Street
Newton, NC 28658
Unknown
Inactive
Reportedly
Connected ~900'
WSW-13 36290768-2129
Integra Colorado Springs, LLC &
Mark S. Judd
P.O. Box 167
Hennepin, IL 61327
3802 Startown Road
Newton, NC 28658 Unknown Unknown ~900'
WSW-14 36290757-3779 Kenneth & Peggy Bissette
2465 Poovey Street
Newton, NC 28685
2465 Poovey Street
Newton, NC 28658
Unknown
Inactive
Reportedly
Connected ~950'
Note:
• Water supply well information was obtained from the 2012 LSA report submitted by a previous consultant.
• Water supply wells are keyed to Figure 3.
TABLE 3
WATER SUPPLY WELL INFORMATION
FAST TRACK #145 (INCIDENT NO. 40099)
Date: 07/15/21
Page 1 of 1
Date: 07/15/21 Facility ID # : 00-0-0000036548
Parcel Number Owner Name Address
362911670179 (Site) KLR Real Estate, LLC
589 North Main Street
Troutman, NC 28166
362911672327 Rollin Acres, LLC
2421 West NC 10 Highway
Newton, NC 28658
362911661942 Bonnie Jo Bumgarner
3938 Startown Road
Newton, NC 28658
362911566946 Dale & Diane Cynthia Caldwell
P.O. Box 562
Hudson, NC 28638
362911577137 Jerry & Michael Houser
2120 Peeler Road
Vale, NC 28168
362911576481 Startown Tire Center, Inc.
2466 West NC 10 Highway
Newton, NC 28658
362907577597 Stephen Paul Herzig Revocable
Living Trust
16137 Connor Court
Los Gatos, CA 95032
362907670524 Barakah Investments NC, LLC
419 Commons Park Lane
Tucker, GA 30084
362907672635 Glenda R Mathis
Terry M Robinson
5905 Old Shelby Road
Vale, NC 28168
Note:
• Properties are keyed to Figure 3.
TABLE 4
ADJACENT PROPERTY OWNER INFORMATION
FAST TRACK #145 (INCIDENT NO. 40099)
Page 1 of 1
Date: 10/09/23
Well ID
Date
Installed
(mm/dd/yy)
Date Water
Level
Measured
(mm/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
07/02/20 23.86 ---73.95 LSA
06/08/21 23.34 ---74.47
02/14/22 25.66 ---72.15 Slight odor
11/10/22 26.79 ---71.02
06/12/23 30.77 ---67.04
09/21/23 32.55 ---65.26
07/02/20 NM NM NM
06/08/21 NM NM NM
07/02/20 21.05 ---78.95 LSA
06/08/21 20.15 ---79.85
02/14/22 23.69 ---76.31
11/10/22 25.24 ---74.76
06/12/23 24.28 ---75.72
09/21/23 25.85 ---74.15
07/02/20 NM NM NM Not Found
06/08/21 NM NM NM Not Found
02/14/22 6.96 ---59.41 Slight odor
11/10/22 NM NM NM
06/12/23 NM NM NM Not Found
09/21/23 NM NM NM Not Found
07/02/20 NM NM NM
06/08/21 NM NM NM
07/02/20 22.46 ---78.04 CSA
06/08/21 21.53 ---78.97
02/14/22 24.96 ---75.54
11/10/22 26.61 ---73.89
06/12/23 26.36 ---74.14
09/21/23 27.11 ---73.39
07/02/20 NM NM NM
06/08/21 NM NM NM
07/02/20 25.02 ---73.62 CSA
06/08/21 24.47 ---74.17
02/14/22 27.23 ---71.41 Sheen/odor
11/10/22 29.58 ---69.06
06/12/23 NM NM NM Dry
09/21/23 NM NM NM Dry
07/02/20 1.91 ---53.95 CSA
06/08/21 NM NM NM Not Found
02/14/22 1.54 ---54.32
11/10/22 1.76 ---54.10
06/12/23 NM NM NM Not Found
09/21/23 NM NM NM Not Found
07/02/20 NM NM NM Not Found
06/08/21 NM NM NM Not Found
02/14/22 2.21 ---56.26
11/10/22 1.90 ---56.57
06/12/23 NM NM NM Not Found
09/21/23 NM NM NM Not Found
07/02/20 NM NM NM
06/08/21 NM NM NM
07/02/20 NM NM NM
06/08/21 NM NM NM
07/02/20 NM NM NM
06/08/21 NM NM NM
MW-8 03/11/13 17 17 - 37 37 98.64
55.86133 - 13303/11/13MW-9
MW-10 03/11/13 3 3 - 13 13 58.47
MW-2
MW-5
MW-7
MW-11
11/01/12
03/08/13
Unknown
05/23/13
05/23/13
MW-12
MW-13
99.11
101.78
32
39
37
63.07
101.31
102.97
TABLE 5
WELL CONSTRUCTION AND GAUGING INFORMATION
FAST TRACK #145 (INCIDENT NO. 40099)
Facility ID # : 00-0-0000036548
19 - 39
17 - 37
Unknown
4 - 14
17 - 37
12 - 32
Unknown
19
17
Unknown
4
17
12
03/11/13 14
37
81.39
MW-1 11/01/12 25 25 - 45 45 97.81
100.003919 - 391911/01/12MW-3
MW-4 11/01/12 4 4 - 19 19 66.37
100.503616 - 361603/08/13MW-6
Page 1 of 2
Date: 10/09/23
Well ID
Date
Installed
(mm/dd/yy)
Date Water
Level
Measured
(mm/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
TABLE 5
WELL CONSTRUCTION AND GAUGING INFORMATION
FAST TRACK #145 (INCIDENT NO. 40099)
Facility ID # : 00-0-0000036548
07/02/20 23.06 ---75.87 CSA
06/08/21 22.33 ---76.60
02/14/22 25.99 ---72.94
11/10/22 27.73 ---71.20
06/12/23 26.48 ---72.45
09/21/23 27.27 ---71.66
07/02/20 NM NM NM Not Found
06/08/21 NM NM NM Not Found
02/14/22 2.35 ---53.09
11/10/22 2.48 ---52.96
06/12/23 NM NM NM Not Found
09/21/23 NM NM NM Not Found
07/02/20 NM NM NM
06/08/21 NM NM NM
07/02/20 23.79 ---73.96
06/08/21 NM NM NM Not Accessible
02/14/22 NM NM NM Not Accessible
11/10/22 NM NM NM
06/12/23 NM NM NM Not Found
09/21/23 25.65 ---72.10
Notes:
MW-15 05/24/13 4 4 - 14 14 55.44
97.753510 - 3510UnknownMW-17
98.933616 - 361605/24/13MW-14
• ft BGS : feet below ground surface.
• NM : Not measured.
• Elevation relative to an arbitrary datum of 100.00 feet.
14 53.00MW-16 05/24/13 4 4 - 14
Page 2 of 2
Facility ID # : 00-0-0000036548
Well
ID
Date
Collected
(mm/dd/yy)
1 600 600 500 20 6 70 70 70 400 400
510 110 1,300 6,700 15,000 120 39 2,500 800 3,900 2,150
5,000 260,000 80,000 50,000 20,000 6,000 5,900 30,500 26,100 28,500 24,100
10/23/19 642 11,700 2,350 11,920 134 615 <50.0 86.0 259 1,760 502
07/02/20 2,560 6,180 1,790 7,230 <25 362 <25 42.3 J 161 1,200 294
06/08/21 104 1,970 1,260 6,030 25.5 257 12.2 J 42.4 J 155 1,290 313
02/14/22 2,250 11,500 2,000 10,600 <63 421 <63 <63 190 J 1,470 509
11/10/22 1,750 3,370 1,420 4,880 40.1 493 30.6 82.5 209 1,090 308
06/12/23 1,840 4,550 486 3,770 <14.0 969 24.7 J 26.9 J 90.9 1,510 340
09/21/23 828 1,700 232 1,380 <14.0 940 <18.0 <18.0 <19.0 258 59.4
07/02/20 NS NS NS NS NS NS NS NS NS NS NS
06/08/21 NS NS NS NS NS NS NS NS NS NS NS
10/23/19 90.6 3.74 35.5 3.41 <0.500 13.2 15.9 15.5 18.4 11.8 6.86
07/02/20 23.2 0.76 5.8 1.7 <0.13 6.5 4.1 6.0 4.2 0.86 0.94
06/08/21 25.3 0.41 J 8.8 0.44 J <0.13 6.1 6.0 12.3 6.2 0.27 J <0.13
02/14/22 26.1 <0.13 1.3 <0.25 <0.13 6.6 8.5 9.5 6.5 0.14 J <0.13
11/10/22 39.7 0.621 1.89 0.706 J 1.62 9.23 11.6 7.91 7.89 0.363 J <0.180
06/12/23 34.6 3.76 1.81 10.6 1.10 11.3 10.6 6.96 6.80 1.81 1.58
09/21/23 29.4 3.07 1.24 9.36 <0.140 6.80 10.4 5.54 4.26 1.18 1.65
10/23/19 4,130 1,730 3,080 5,220 56.0 781 <50.0 111 320 1,540 412
07/02/20 NS NS NS NS NS NS NS NS NS NS NS
06/08/21 NS NS NS NS NS NS NS NS NS NS NS
02/14/22 1,940 1,250 2,580 4,460 <13 551 <13 74.9 213 1,110 311
11/10/22 NS NS NS NS NS NS NS NS NS NS NS
06/12/23 NS NS NS NS NS NS NS NS NS NS NS
09/21/23 NS NS NS NS NS NS NS NS NS NS NS
07/02/20 NS NS NS NS NS NS NS NS NS NS NS
06/08/21 NS NS NS NS NS NS NS NS NS NS NS
10/23/19 12,200 27,200 2,630 15,240 <100 766 <100 106 310 2,350 678
07/02/20 12,900 43,700 2,910 14,700 <130 509 <130 <130 261 J 1,570 482 J
06/08/21 8,110 21,200 1,670 8,560 <63 274 <63 <63 195 J 1,310 397
02/14/22 11,200 44,000 3,300 17,800 <130 662 <130 <130 319 J 2,280 708
11/10/22 9,380 33,100 2,790 14,000 <14.0 698 51.2 134 412 2,700 743
06/12/23 8,850 23,100 1,940 10,900 <14.0 588 44.6 J 92.3 290 2,070 601
09/21/23 8,790 28,100 2,640 14,300 <14.0 730 34.9 J 99.8 315 2,560 687
MW-7 07/02/20 NS NS NS NS NS NS NS NS NS NS NS
10/23/19 8,400 24,700 3,900 21,660 <50.0 1,170 <50.0 157 453 3,310 959
07/02/20 5,650 33,800 3,090 16,300 <130 635 <130 <130 274 J 1,870 543
06/08/21 8,620 36,500 3,270 18,100 <130 512 <130 <130 286 J 1,970 576
02/14/22 3,840 68,800 E 14,500 81,200 <130 8,460 1,280 1,300 5,390 37,600 11,100
11/10/22 4,010 39,100 3,620 17,900 <14.0 771 34.9 J 137 399 2,860 733
06/12/23 NS NS NS NS NS NS NS NS NS NS NS
09/21/23 NS NS NS NS NS NS NS NS NS NS NS
07/02/20 51.0 1.9 2.3 <0.50 <0.25 2.5 0.87 J 3.1 0.57 J <0.25 <0.25
06/08/21 NS NS NS NS NS NS NS NS NS NS NS
02/14/22 0.95 J <0.63 <0.63 <1.3 <0.63 0.74 J <0.63 <0.63 <0.63 0.79 J <0.63
11/10/22 <0.180 <0.220 <0.170 <0.210 <0.140 <0.470 <0.180 <0.180 <0.190 <0.190 <0.180
06/12/23 NS NS NS NS NS NS NS NS NS NS NS
09/21/23 NS NS NS NS NS NS NS NS NS NS NS
10/23/19 <0.500 <0.500 <0.500 <1.500 3.42 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500
07/02/20 NS NS NS NS NS NS NS NS NS NS NS
06/08/21 NS NS NS NS NS NS NS NS NS NS NS
02/14/22 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13
11/10/22 <0.180 <0.220 <0.170 <0.210 <0.140 <0.470 <0.180 <0.180 <0.190 <0.190 <0.180
06/12/23 NS NS NS NS NS NS NS NS NS NS NS
09/21/23 NS NS NS NS NS NS NS NS NS NS NS
07/02/20 NS NS NS NS NS NS NS NS NS NS NS
06/08/21 NS NS NS NS NS NS NS NS NS NS NS
07/02/20 NS NS NS NS NS NS NS NS NS NS NS
06/08/21 NS NS NS NS NS NS NS NS NS NS NS
07/02/20 NS NS NS NS NS NS NS NS NS NS NS
06/08/21 NS NS NS NS NS NS NS NS NS NS NS
MW-3
MW-1
Date: 10/09/23
Analytical Method
→
MACs (μg/l)
GCL (μg/l)
Contaminant of Concern
→BenzeneTolueneEthylbenzeneMW-10
MW-9
MW-8
MW-6
MW-4
10 x 2B Standards (µg/l)
MW-2
TABLE 6
SUMMARY OF GROUND WATER SAMPLE ANALYTICAL RESULTS
FAST TRACK #145 (INCIDENT NO. 40099)Total XylenesMTBEn-Butylbenzenen-PropylbenzeneNaphthaleneMW-5
EPA Method 6200B
Isopropylbenzene1,2,4-Trimethylbenzene1,3,5-TrimethylbenzeneMW-11
MW-12
MW-13
Page 1 of 2
Facility ID # : 00-0-0000036548
Well
ID
Date
Collected
(mm/dd/yy)
1 600 600 500 20 6 70 70 70 400 400
510 110 1,300 6,700 15,000 120 39 2,500 800 3,900 2,150
5,000 260,000 80,000 50,000 20,000 6,000 5,900 30,500 26,100 28,500 24,100
Date: 10/09/23
Analytical Method
→
MACs (μg/l)
GCL (μg/l)
Contaminant of Concern
→BenzeneTolueneEthylbenzene10 x 2B Standards (µg/l)
TABLE 6
SUMMARY OF GROUND WATER SAMPLE ANALYTICAL RESULTS
FAST TRACK #145 (INCIDENT NO. 40099)Total XylenesMTBEn-Butylbenzenen-PropylbenzeneNaphthaleneEPA Method 6200B
Isopropylbenzene1,2,4-Trimethylbenzene1,3,5-Trimethylbenzene10/23/19 <0.500 <0.500 <0.500 <1.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500
07/02/20 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13
06/08/21 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13
02/14/22 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13
11/10/22 <0.180 <0.220 <0.170 <0.210 <0.140 <0.470 <0.180 <0.180 <0.190 <0.190 <0.180
06/12/23 22.5 57.0 7.00 51.4 <0.140 <0.470 <0.180 0.562 1.13 9.88 5.67
09/21/23 133 193 32.7 235 <0.140 <0.470 2.79 2.07 3.94 55.7 23.1
10/23/19 <0.500 <0.500 <0.500 <1.500 2.45 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500
07/02/20 NS NS NS NS NS NS NS NS NS NS NS
06/08/21 NS NS NS NS NS NS NS NS NS NS NS
02/14/22 10.3 0.56 1.3 1.5 1.5 0.90 <0.13 0.81 0.15 J 0.20 J <0.13
11/10/22 0.529 <0.220 <0.170 <0.210 0.792 J <0.470 <0.180 0.206 J <0.190 <0.190 <0.180
06/12/23 NS NS NS NS NS NS NS NS NS NS NS
09/21/23 NS NS NS NS NS NS NS NS NS NS NS
07/02/20 NS NS NS NS NS NS NS NS NS NS NS
06/08/21 NS NS NS NS NS NS NS NS NS NS NS
10/23/19 99.7 356 44.9 204.9 <5.00 12.7 <5.00 <5.00 6.40 37.5 8.30
07/02/20 2,590 8,080 1,430 6,540 <25 250 <25 37.4 J 142 965 256
06/08/21 NS NS NS NS NS NS NS NS NS NS NS
02/14/22 NS NS NS NS NS NS NS NS NS NS NS
11/10/22 NS NS NS NS NS NS NS NS NS NS NS
06/12/23 NS NS NS NS NS NS NS NS NS NS NS
09/21/23 <18.0 107 137 1,360 <14.0 902 <18.0 22.1 J 88.3 1,140 255
10/23/19 3.53 0.600 0.500 <1.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500
07/02/20
06/08/21
02/14/22
11/10/22 <0.180 <0.220 <0.170 <0.210 <0.140 <0.470 <0.180 <0.180 <0.190 <0.190 <0.180
06/12/23
09/21/23
10/23/19 49 17.7 13.4 15.46 <0.500 7.37 <0.500 2.40 2.17 2.69 2.24
07/02/20
06/08/21
07/02/20 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13
06/08/21 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13
02/14/22 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13
11/10/22 <0.180 <0.220 <0.170 <0.210 <0.140 <0.470 <0.180 <0.180 <0.190 <0.190 <0.180
06/12/23 <0.180 <0.220 <0.170 <0.210 <0.140 <0.470 <0.180 <0.180 <0.190 <0.190 <0.180
09/21/23 <0.180 <0.220 <0.170 <0.210 <0.140 <0.470 <0.180 <0.180 <0.190 <0.190 <0.180
Notes:
• 2B Standards: North Carolina Surface Water Standards for Class C waters specified in T15A NCAC 2B.0200.
• October 23, 2019 laboratory results from the Groundwater Monitoring Report by Paragon Environmental Consultants, Inc. dated November 4, 2019.
Dry
Dry
Dry
• For other compounds reported which did not exceed the MACs, refer to the laboratory reports.
Creek Sample #2
• Other compounds exceeding the MACs: 6/8/21 - methylene chloride in MW-8.
• Other compounds exceeding the MAC: 11/10/22 - styrene and p-isopropyltoluene in MW-8.
• Other compounds exceeding the MACs: 2/14/22 - methylene chloride in MW-1, MW-6, and MW-8 and p-isopropyltoluene and styrene in MW-8.
• Concentrations in italics indicate the GCLs were below the reported concentrations.
• Concentrations in bold face type indicate the MACs were below the reported concentrations.
• J: Estimated value.
• Results reported in µg/l (micrograms per liter)
• MAC: Maximum Allowable Concenration as specified in T15A NCAC 2L.0202.
• GCL: Gross contamination level.
• NE: Standard not established.
• < : Less than the method detection limit specified in the laboratory report.
• NS: Not sampled.
Dry
TRIP BLANK
Creek Sample #1
MW-17
MW-15
MW-14
Dry
Dry
MW-16
Dry
Page 2 of 2
Facility ID # : 00-0-0000036548
SVE AS SVE AS
07/17/23 11:25-14:05 Scheduled 2.75
Collected system readings, checked oil levels, adjusted
flows and collected air sample 1,710 1,620 1,711 1,621
08/21/23 07:45-10:15 Scheduled 2.50
Collected system readings, checked oil levels, adjusted
flows and collected air sample 2,540 2,450 2,542 2,452
09/19/23 09:30-11:45 Scheduled 2.25
Collected system readings, checked oil levels, adjusted
flows and collected air sample 3,238 3,148 3,240 3,150
7.50 Total Operational Hours SVE: 1,438 AS: 1,439
Note:
TABLE 7
SUMMARY OF REMEDIATION SYSTEM O&M VISITS
FAST TRACK #145 (INCIDENT NO. 40099)
Date: 10/10/23
• Operation and Maintenance (hrs.) includes only time spent onsite.
Hour Meter Reading
Upon Departure
Hour Meter Reading
Upon Arrival Date
(mm/dd/yy)Site
Purpose of
Maintenance Visit
(Scheduled or
Unscheduled)
O&M
(hrs.)Description of Maintance Activities
Total (hrs)
Facility ID # : 00-0-0000036548
Benzene Toluene Ethylbenzene Xylenes Total BTEX TRPH
04/10/23 <3.1 <2.3 <2.3 <6.9 <14.6 NR
05/04/23 <3.1 <2.3 <2.3 <6.9 <14.6 <31
05/11/23 <3.1 <2.3 <2.3 <6.9 <14.6 55
06/12/23 <3.1 <2.3 <2.3 <6.9 <14.6 <31
07/17/23 <3.1 <2.6 <2.3 <6.9 <14.9 34
08/21/23 <3.1 <2.6 <2.3 <6.9 <14.9 <31
09/19/23 <3.1 <2.6 <2.3 <6.9 <14.9 <31
Notes:
• Results reported in ppmv (parts per million volume).
• *Air samples collected from the exhaust of the vacuum blower may be named differently in the lab report.
• <: Less than the method detection limit specified in the laboratory report.
• NR: Not Reported.
• TRPH is based on benzene.
SVE EXHAUST*
TABLE 8
SUMMARY OF AIR ANALYTICAL RESULTS
FAST TRACK #145 (INCIDENT NO. 40099)
Date: 10/11/23
Well No.Sample Date
(mm/dd/yy)
EPA METHOD 18
Parge 1 of 1

APPENDICES

APPENDIX A
State Correspondence

July 17, 2023
Raymer Oil Company 589 North Main Street Troutman, North Carolina 28166
Attention: Matthew Redmond Re: Fast Track #145 2443 NC Highway 10 West, Newton Catawba County Incident Number: 40099 Risk Classification: Intermediate Ranking: I125D Dear Mr. Redmond: On June 30, 2023, the Underground Storage Tank Section of the Division of Waste Management, Mooresville
Regional Office, received the Corrective Action Performance Report for the above-referenced site. This information has been reviewed and will remain in the UST Section’s files. Per the NORR dated March 28, 2022, sampling should be conducted on a quarterly basis for the first year of system operation. The next sampling event should therefore be
conducted September 2023, with the CAPR received by this office no later than October 31, 2023. If monitoring wells MW-4 and MW-17 cannot be located and/or accessed during the September 2023 groundwater sampling event, they must be replaced prior to the December 2023 groundwater sampling event.
If you have any questions regarding the actions that must be taken, or the rules mentioned in this letter, please contact me at the address or telephone number listed below for the Mooresville Regional Office. Sincerely, Brad C. Newton, P.G. Hydrogeologist
Mooresville Regional Office UST Section, Division of Waste Management, NCDEQ
cc: Joanna Alley – Geologic Resources, Inc. (via e-mail) Catawba County Health Department
5398 Received JUL 18 2023
Site Name City / County /Catawba Incident #40099
Resp Pty Name / Contact Incident Mgr Region MORRP Type (Owner/Operator / Landowner / Attny-in-fact)Change Order?Prev. TA #23
Consultant / Project Mgr /Joanna R Alley
Telephone / Fax Number /Task Authorization Number:24 ChangeOrd:
Project Mgr Email Site Risk / Rank / Abatement:I125D RRA Date:
Proposal# / Scope Dates /% Commercial (C=100%, NC=0%, Both=1%-99%)
Has STF Eligibility Been Determined? (Y/N)Site Status (Active or NFA Date)
With Claim: [ ] All Main Consultant/Contractor invoices attached?[ ] Proof of payment attached directly to the front of each invoice?
 Important: The date of reimbursement is dependent on the Trust Fund balance. There may be a delay in the reimbursement of claims for work under this ePATA.3rd Pty Ded?Task #Lab /
SubCode RO AuthProposed
Rate/Price
(Consultant)CO AuthProposed Task
Subtotal
(Consultant)
Final
Preapproved
Subtotal
(UST Section)
Claimed
Amount3
(Consultant)
4.031 10 /wells y $110.00 Y $1,100.00 $1,100.00 /
4.051 1 /sample pt.y $50.00 Y $50.00 $50.00 /
4.090 #272 12 /samples y $66.00 Y $792.00 $792.00 /
4.090 #880 3 /samples y $151.00 Y $453.00 $453.00 /
4.091 3 /shipments y $60.00 Y $180.00 $180.00 /
6.090 1 /report y $1,125.00 Y $1,125.00 $1,125.00 /
7.201 15 /hours y $93.00 Y $1,395.00 $1,395.00 /
7.250 1 /system y $2,000.00 Y $2,000.00 $2,000.00 /
7.260 1 /system y $3,300.00 Y $3,300.00 $3,300.00 /
12.050 3 /trips y $250.00 Y $750.00 $750.00 /
12.055 3 /trips y $50.00 Y $150.00 $150.00 /
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
Requested Preapproved Claimed 3
TOTAL:$11,295.00 $11,295.00 TOTAL:
Total Standard Costs (Not Third Party)$11,295.00 $11,295.00 Total Standard Costs
Total applied as Third Party Deductible/Damage Costs $0.00 $0.00 Total Third Pty CostsProcess Tracking (Date)
TA Submittal:6/30/23 by:(PM)(Reserved for RO)
RO Review:7/3/23 by:(IM)Joint UST Preapproval Confirmed By:Date1 7/3/2023
CO Review:7/3/23 by:(STF)RP or Designee Receipt Confirmation By:Date 4
1 - This ePATA expires one year from the Joint UST Preapproval date. This does not extend, alter, or supersede any regulatory deadlines (e.g., NORR's, NOV's, Enforcements, etc.)2 - THE ONE YEAR STATUTE OF LIMITATIONS APPLIES TO EACH INDIVIDUAL TASK. Costs must be claimed within one year of completion of that task to be reimbursable.
3 - Only Tasks included on this ePATA may be claimed. Do not include other Tasks or claimed costs (i.e., Claim preparation) that were not preapproved or the claim will be returned.
4 - Preapproval is not valid (i.e., claimable) until receipt is signed as 'Confirmed' by the RP or their designee and returned to the Trust Fund within a week of approval. Signature
indicates acknowledgement of the tasks and amounts approved. Any objections/appeals must be submitted via Change Order prior to work proceeding. Scope/costnegotiations do not supersede other regulatory deadlines as described in #1 above. Also, any ePATA that has been signed as 'Confirmed' by both the UST Section and RPis not to be modified without written consent by all signatories.
5 - Tasks approved on Directed - CAB Only ePATAs must be performed in accordance with all applicable rules, statutes, and RRD Task Scopes of Work to be reimbursed in full.
DWM/UST ePATA 4/1/2022
JRA
Proposed
Units / Type
(Consultant)
YES23-421 July-September 2023
704-845-4012
Dates of Work
(Consultant)
Started1 / Completed2
FINAL REIMBURSEMENT
[e-mail]
Raymer Oil Company Matthew Redmond
Geological Resources, Inc.
DIRECTED COSTS
Newton
(Must Complete with Claim Submittal)(See Instructions / RRD for Tasks requiring Preapproval / Task Authorization)
Owner/Operator
704-845-4010 (Reserved for Incident Manager)
PREAPPROVAL / TASK AUTHORIZATION
Fast Track 145
Note:This Electronic Preapproval Task Authorization (ePATA)shall be used to receive preapproval from the UST Section.A proposal,including maps and figures,must be
attached to elaborate on the costs for the tasks listed below that describes the scope of work and the rationale for the proposed activities.If,following completion of this ePATA,
you discover that unexpected tasks must be performed, incurring costs for tasks not originally included with this form,you must complete and submit a separate ePATA requestdesignated as a "Change Order" in the provided space above prior to conducting those tasks.Include a copy of the prior ePATA form for confirmation.Please attach this form to
the cover of the corresponding claim when requesting reimbursement.IMPORTANT:Only one claim may be submitted per ePATA and all work on the ePATA must have been
completed within 12months ofthe completion date of the FIRST completed task to remain within the Statute ofLimitations.All ePATAs submitted withina claim areclosed with that
claim,and may not be re-used in a separate submittal,even for costs or tasks that were not originally claimed.Final reimbursement of costs associated with the Total Claimedamount below may be affected by the eligibility status of the site (i.e.,deductibles,apportionment,etc.),and the documentary validation of incurred costs as reasonable and
necessary expenses per 15A NCAC 2P .0402 and .0404.
bcn
LP
(Initials)
ELECTRONIC PREAPPROVAL TASK AUTHORIZATION FORMDept of Environmental Quality -Division of Waste Management

APPENDIX B
Land Use Information

Date: 06/29/23 Facility ID # : 00-0-0000036548
Map ID No. Land Use Feature Zoning Description Address
Distance from
Source Area
(feet)
n/a B-2 Business n/a n/a
n/a PD-SC
Planned Development
Shopping Center n/a n/a
n/a R-20 Residential n/a n/a
n/a R-20A Residential n/a n/a
1 Fresenius Kedney Care
Newton PD-SC Doctor's Office
3802 Startown Road
Newton, NC 28658 ~990
2 St. Paul Lutheran Church R-20 Church
3761 Startown Road
Newton, NC 28658 ~1,095
Note:
• Properties are keyed to Figure 3B.
APPENDIX B
LAND USE INFORMATION
FAST TRACK #145 (INCIDENT NO. 40099)
Page 1 of 1

APPENDIX C
Incident Reports
NCDEQ Incident Report
RP/Company FAST TRACK, INC.
RPAddress P.O. BOX 410
RPCity WILKESBORO
Contact J.C. FAW
RPState NC
TELEPHONE
IncidentNumber 40099 USTNum MO-8561
IncidentName FAST TRACK #145
FacilID 00-0-0000036548
Address 2443 WEST NC 10 HIGHWAY
CityTown NEWTON State NC
ZipCode 28658-
DateOccurred 7 /5 /2012
DateReported 8 /9 /2012
ConfRisk I
CloseOut
COMMENT
system operational by 110-31-21
RptType Rcvd Rvwd Appvd
Incident Mgr BCNLongitude-81.268361 Latitude 35.644438
County CATAW
LSA2 12/3/2012 12/20/2012 12/20/2012
CSAS 1/14/2014 2/20/2014 2/20/2014
CAP 11/24/2014 12/15/2014
MRPI 5/31/2016 6/2/2016 6/2/2016
RMR 5/15/2017 6/2/2017 6/2/2017
Tuesday, October 10, 2023 Page 1 of 2
RMR 11/9/2017 11/29/2017 11/29/2017
RMR 5/24/2018 6/6/2018 6/6/2018
RMR 12/3/2018 12/17/2018 12/17/2018
RMR 5/30/2019 6/10/2019 6/10/2019
RMR 9/1/2020 9/9/2020 9/9/2020
MRP 7/20/2021 7/28/2021 7/28/2021
MRP 11/29/2022 12/15/2022 12/15/2022
CAPR 7/3/2023 7/17/2023 7/17/2023
Tuesday, October 10, 2023 Page 2 of 2
NCDEQ Incident Report
RP/Company PETROLEUM WORLD, INC.
RPAddress 681 NC 120 HWY
RPCity MOORESBORO
Contact DEBBIE SAILORS
RPState NC
TELEPHONE
IncidentNumber 10359 USTNum MO-3817
IncidentName QUICK STOP #76
FacilID 00-0-0000007821
Address 2442 NC HIGHWAY 10 WEST
CityTown NEWTON State NC
ZipCode 28658-
DateOccurred 2 /10/1993
DateReported 5 /31/1995
ConfRisk L
CloseOut 8/29/2016
COMMENT
WSW-1 REPORTEDLY ABANDONED PRIOR TO CONSTRUCTION OF CAR WASH ON THAT PROPERTY. NO
DOCUMENTATION PROVIDED.
RptType Rcvd Rvwd Appvd
Incident Mgr BCNLongitude-81.268775 Latitude 35.645419
County CATAW
CSA 3/1/1996 5/30/1996
CAP 12/27/1996 9/11/1997 9/11/1997
RMR 9/9/2002 9/25/2002 9/24/2002
RMR 3/3/2003 3/21/2003 3/21/2003
RMR 8/29/2003 9/17/2003 9/17/2003
Thursday, June 29, 2023 Page 1 of 3
RMR 3/3/2004 4/8/2004 4/8/2004
RMR 8/31/2004 9/10/2004 9/15/2004
RMR 8/23/2007 9/7/2007 9/7/2007
RMR 2/15/2008 3/4/2008 3/4/2008
RMR 8/7/2008 8/14/2008 8/14/2008
RMR 1/29/2009 2/16/2009 2/16/2009
RMR 7/15/2009 7/22/2009 7/22/2009
RMR 2/1/2010 2/18/2010 2/18/2010
RMR 7/20/2010 8/5/2010 8/5/2010
RMR 2/1/2011 2/15/2011 2/15/2011
Thursday, June 29, 2023 Page 2 of 3
RMR 8/1/2011 8/15/2011 8/15/2011
RMR 1/30/2012 2/17/2012 2/17/2012
RMR 8/8/2012 8/31/2012 8/31/2012
RMR 2/6/2013 2/22/2013 2/22/2013
RMR 2/3/2014 3/7/2014 3/7/2014
RMR 8/5/2014 8/22/2014 8/22/2014
RMR 1/30/2015 2/24/2015 2/24/2015
RMR 7/24/2015 8/18/2015 8/18/2015
DR 8/26/2016 8/29/2016 8/29/2016
PN 10/12/2016
Thursday, June 29, 2023 Page 3 of 3
NCDEQ Incident Information
RP/Company ROAM K. JARRETT Contact ROAM K. JARRETT
RPAddress 3910 STARTOWN-LINCOLNTON
RPCity NEWTON
RPZipCode 28658-
RPState NC
TELEPHONE [phone]
IncidentNumber 22431
IncidentName STARTOWN SERVICE (J.C. FAW PROP.)
Address 3910 STARTOWN-LINCOLNTON HWY.
CityTown NEWTON State NC
County CATAWZipCode28658-
Lattitude 35.644553 Longitude -81.268736
COMMENT
3 GAS UST'S CLOSED 8/15/91. REPORT NEVER SUBMITTED. 10 PPM DETECTED UNDER ONE TANK. THEY WANT TO DO
ADD. SOIL SAMPLES AND RUN RISK-BASED. WE NEED SAMPLES UNDER LINES AND DISPENSER TOO.
DateOccurred 8 /15/1991
DateReported 9 /25/2000
CloseOut 2/2/2004
FacilID 00-0-000000704 USTNum MO-6009
Mgr FTF
Conf Risk L
Site Priority
Thursday, June 29, 2023 Page 1 of 1

APPENDIX D
Historical Soil Quality Information

APPENDIX E
Laboratory Analytical Reports

Laboratory's liability in any claim relating to analyses performed shall be limited to, at laboratory's option, repeating the
analysis in question at laboratory's expense, or the refund of the charges paid for performance of said analysis.

7/20/2023
Geological Resources, Inc. Joanna Alley
3502 Hayes Road Monroe, NC, 28110
Ref: Analytical Testing
Lab Report Number: 23-198-0010 Client Project Description: Fast Track 145
GRI #5398
Dear Joanna Alley:
Waypoint Analytical, LLC (Charlotte) received sample(s) on 7/17/2023 for the analyses presented in the following report.
The above referenced project has been analyzed per your instructions. The analyses were performed in
accordance with the applicable analytical method.
The analytical data has been validated using standard quality control measures performed as required by the analytical method. Quality Assurance, method validations, instrumentation maintenance and calibration for all
parameters were performed in accordance with guidelines established by the USEPA (including 40 CFR 136 Method Update Rule May 2021) unless otherwise indicated. Certain parameters (chlorine, pH, dissolved oxygen, sulfite...) are required to be analyzed within 15 minutes of
sampling. Usually, but not always, any field parameter analyzed at the laboratory is outside of this holding time. Refer to sample analysis time for confirmation of holding time compliance.
The results are shown on the attached Report of Analysis(s). Results for solid matrices are reported on an as-
received basis unless otherwise indicated. This report shall not be reproduced except in full and relates only to the samples included in this report. Please do not hesitate to contact me or client services if you have any questions or need additional information.
Sincerely,
Danyale Love Project Manager
Page 1 of 12
Certification Summary
Laboratory ID: WP CNC: Waypoint Analytical Carolina, Inc. (C), Charlotte, NC
State Program Lab ID Expiration Date
07/31/202337735State ProgramNorth Carolina
12/31/2023402State ProgramNorth Carolina
07/31/202399012State ProgramSouth Carolina
12/31/202299012State ProgramSouth Carolina
Page 1 of 1 00016/23-198-0010
Page 2 of 12
Report Number:
Sample Summary Table
Client Project Description:
23-198-0010
Fast Track 145
GRI #5398
Lab No Client Sample ID Matrix Date Collected Date Received Method Lab ID
07/17/2023 13:58Air 89826 AS-1 07/17/2023 15:13 SUBCONTRACT AES
AES: Analytical Environmental Services, Inc., Atlanta, GA
Page 3 of 12
July 20, 2023
LABORATORY REPORT NUMBER
PROJECT ID
Primary Data Review By
Project Manager, AES
2307G32
Terri W Cole
Waypoint Analytical
449 Springbrook Road
Charlotte NC 28217
23-198-0010
Chris Pafford Project Manager, Access
Analytical
Ashley Amick
PLEASE NOTE:
-Unless otherwise noted, all analysis on this report performed at Analytical Environmental Services Inc.
(AES Inc), 3080 Presidential Drive, Atlanta, GA 30340.
-AES is SCDHEC certified laboratory # 98016, NCDENR certified lab # 562, GA certified lab #
FL-E87582, NELAP certified laboratory # E87582
- AIHA-LAP,LLC Laboratory ID:100671 for Industrial Hygiene samples (Organics, Metals, PCM
Asbestos, Gravimetric), Environmental Lead (Paint, Soil, Dust Wipes, Air), and Environmental
Microbiology (Fungal) Direct Examination.
- Local support services for this project are provided by Access Analytical, Inc. Access Analytical is a
representative of AES serving client in the SC/NC/GA areas. All questions regarding this report should be
directed
Secondary Data Review By
ATTENTION
DATE
CLIENT
ANALYTICAL REPORT
Page 1 of 7Page 4 of 12
Page 2 of 7Page 5 of 12
Analytical Results
for
20-Jul-23Date:
Workorder:
Client Reference:
Qual Date Analyzed
/Analyst
Reportin
gLimit
(ug)
Concentration
Total
(ug)
(mg/m3) (ppm)
Analyte
2307G32
Waypoint Analytical
23-198-0010
Front
(ug)
Back
(ug)
Test
Method
7/17/2023Lab ID:89826 Tedlar Bag 1Air Vol.(L):Media:Client ID:2307G32-001A Date Sampled:
<3.1<10Benzene <10 10 EPA187/19/2023 BHI<10 <10
<2.3<10Ethylbenzene <10 10 EPA187/19/2023 BHI<10 <10
<4.6<20m,p-Xylene <20 20 EPA187/19/2023 BHI<20 <20
<2.3<10o-Xylene <10 10 EPA187/19/2023 BHI<10 <10
<2.6<10Toluene <10 10 EPA187/19/2023 BHI<10 <10
<250TPH (Gasoline) <250 250 SW8015BM7/19/2023 BHI<250 <250
34110TRPH (Based on Benzene) 110 100 EPA187/19/2023 BHI108.702 <100
85 Surr:1,4 Difluorobenzene 85 0 SW8015BM7/19/2023 BHI85.062
Qualifiers:
< Less than the indicated Reporting Limit
H Holding time for preparation or analysis
B Analyte detected in the associated Method Blank
(a) Analysis indicates possible breakthrough; back section result is greater than % of the front section result.10
Page 3 of 7Page 6 of 12
Page 4 of 7Page 7 of 12
20-Jul-23Date:Analytical Environmental Services, Inc
Client:
BatchID:Workorder:
Project Name
ANALYTICAL QC SUMMARY REPORT
23-198-0010
2307G32
Waypoint Analytical
359866
RPT Limit QualAnalyte Result SPK value SPK Ref Val %REC Low Limit High Limit RPD Ref Val %RPD RPD Limit
SampleType:BatchID: Analysis Date: Seq No:TestCode:359866MBLK07/18/2023Aromatic Volatiles in Air EPA18
Units: Prep Date:Sample ID: Client ID:Run No:ug, Total 07/14/2023 521621MB-359866
12333265
Benzene 10BRL
Ethylbenzene 10BRL
m,p-Xylene 20BRL
o-Xylene 10BRL
Toluene 10BRL
TRPH (Based on Benzene) 100BRL
RPT Limit QualAnalyte Result SPK value SPK Ref Val %REC Low Limit High Limit RPD Ref Val %RPD RPD Limit
SampleType:BatchID: Analysis Date: Seq No:TestCode:359866MBLK07/18/20238015M SW8015CM
Units: Prep Date:Sample ID: Client ID:Run No:ug, Total 07/14/2023 521641MB-359866
12333897
TPH (Gasoline)250BRL
Surr: 1,4 Difluorobenzene 084.59 100.0 84.6 67.1 119
RPT Limit QualAnalyte Result SPK value SPK Ref Val %REC Low Limit High Limit RPD Ref Val %RPD RPD Limit
SampleType:BatchID: Analysis Date: Seq No:TestCode:359866LCS07/18/2023Aromatic Volatiles in Air EPA18
Units: Prep Date:Sample ID: Client ID:Run No:ug, Total 07/14/2023 521621LCS-359866
12333266
Benzene 10101.2 100.0 101 82.3 119
Ethylbenzene 10104.8 100.0 105 83.7 126
m,p-Xylene 20202.8 200.0 101 81.3 124
o-Xylene 1096.79 100.0 96.8 78.4 123
Toluene 10101.1 100.0 101 82 124
RPT Limit QualAnalyte Result SPK value SPK Ref Val %REC Low Limit High Limit RPD Ref Val %RPD RPD Limit
SampleType:BatchID: Analysis Date: Seq No:TestCode:359866LCS 07/18/20238015M SW8015CM
Units: Prep Date:Sample ID: Client ID:Run No:ug, Total 07/14/2023 521641LCS-359866-2
12333898
Qualifiers:
J Estimated value detected below Reporting Limit
BRL Below reporting limit H Holding times for preparation or analysis exceeded
N Analyte not NELAC certified
B Analyte detected in the associated method blank
E Estimated (value above quantitation range)
S Spike Recovery outside limits due to matrix
< Less than Result value> Greater than Result value
R RPD outside limits due to matrix
Rpt Lim Reporting Limit
Page 5 of 7Page 8 of 12
20-Jul-23Date:Analytical Environmental Services, Inc
Client:
BatchID:Workorder:
Project Name
ANALYTICAL QC SUMMARY REPORT
23-198-0010
2307G32
Waypoint Analytical
359866
RPT Limit QualAnalyte Result SPK value SPK Ref Val %REC Low Limit High Limit RPD Ref Val %RPD RPD Limit
SampleType:BatchID: Analysis Date: Seq No:TestCode:359866LCS07/18/20238015M SW8015CM
Units: Prep Date:Sample ID: Client ID:Run No:ug, Total 07/14/2023 521641LCS-359866-2
12333898
TPH (Gasoline)250989.6 1000 99.0 75.1 120
Surr: 1,4 Difluorobenzene 089.18 100.0 89.2 67.1 119
RPT Limit QualAnalyte Result SPK value SPK Ref Val %REC Low Limit High Limit RPD Ref Val %RPD RPD Limit
SampleType:BatchID: Analysis Date: Seq No:TestCode:359866LCSD07/18/2023Aromatic Volatiles in Air EPA18
Units: Prep Date:Sample ID: Client ID:Run No:ug, Total 07/14/2023 521621LCSD-359866
12333267
Benzene 10102.9 15100.0 103 82.3 119 101.2 1.68
Ethylbenzene 10106.6 15100.0 107 83.7 126 104.8 1.63
m,p-Xylene 20206.0 15200.0 103 81.3 124 202.8 1.57
o-Xylene 1098.31 15100.0 98.3 78.4 123 96.79 1.56
Toluene 10102.5 15100.0 103 82 124 101.1 1.46
RPT Limit QualAnalyte Result SPK value SPK Ref Val %REC Low Limit High Limit RPD Ref Val %RPD RPD Limit
SampleType:BatchID: Analysis Date: Seq No:TestCode:359866LCSD07/18/20238015M SW8015CM
Units: Prep Date:Sample ID: Client ID:Run No:ug, Total 07/14/2023 521641LCSD-359866-2
12333899
TPH (Gasoline)2501027 27.71000 103 75.1 120 989.6 3.69
Surr: 1,4 Difluorobenzene 091.48 0100.0 91.5 67.1 119 89.18 0
Qualifiers:
J Estimated value detected below Reporting Limit
BRL Below reporting limit H Holding times for preparation or analysis exceeded
N Analyte not NELAC certified
B Analyte detected in the associated method blank
E Estimated (value above quantitation range)
S Spike Recovery outside limits due to matrix
< Less than Result value> Greater than Result value
R RPD outside limits due to matrix
Rpt Lim Reporting Limit
Page 6 of 7Page 9 of 12

End of Report
Page 7 of 7Page 10 of 12
Fed Ex
UPS
US Postal
Client
Lab
Courier
Other :
Shipment Receipt Form
Customer Number:
Customer Name:
Report Number:23-198-0010
Geological Resources, Inc.
00087
Shipping Method
Shipping container/cooler uncompromised?
Thermometer ID:N/A
Chain of Custody (COC) present?Yes No
Yes No Not Present
Yes No Not Present
Yes No
COC agrees with sample label(s)? Yes No
COC properly completed
Samples in proper containers?
Sample containers intact?
Sufficient sample volume for indicated test(s)?
All samples received within holding time?
Cooler temperature in compliance?
Yes No
Yes No
Yes No
Yes No
Yes No
Yes NoCooler/Samples arrived at the laboratory on ice.
Samples were considered acceptable as cooling
process had begun.
Yes No
Yes No N/A
Yes No N/A
Yes No N/ASoil VOA method 5035 – compliance criteria met
Water - Sample containers properly preserved
Water - VOA vials free of headspace Yes No N/A
Trip Blanks received with VOAs
Low concentration EnCore samplers (48 hr)
High concentration pre-weighed (methanol -14 d) Low conc pre-weighed vials (Sod Bis -14 d)
High concentration container (48 hr)
Custody seals intact on shipping container/cooler?
Custody seals intact on sample bottles?
Number of coolers/boxes received
Yes No
1
Signature:Angelo Norvell Date & Time:07/17/2023 15:18:58
Special precautions or instructions included?
Comments:
Page 11 of 12
Page 12 of 12

Laboratory's liability in any claim relating to analyses performed shall be limited to, at laboratory's option, repeating the
analysis in question at laboratory's expense, or the refund of the charges paid for performance of said analysis.

8/31/2023
Geological Resources, Inc. Joanna Alley
3502 Hayes Road Monroe, NC, 28110
Ref: Analytical Testing
Lab Report Number: 23-233-0006 Client Project Description: Fast Track #145
GRI #5398
Dear Joanna Alley:
Waypoint Analytical, LLC (Charlotte) received sample(s) on 8/21/2023 for the analyses presented in the following report.
The above referenced project has been analyzed per your instructions. The analyses were performed in
accordance with the applicable analytical method.
The analytical data has been validated using standard quality control measures performed as required by the analytical method. Quality Assurance, method validations, instrumentation maintenance and calibration for all
parameters were performed in accordance with guidelines established by the USEPA (including 40 CFR 136 Method Update Rule May 2021) unless otherwise indicated. Certain parameters (chlorine, pH, dissolved oxygen, sulfite...) are required to be analyzed within 15 minutes of
sampling. Usually, but not always, any field parameter analyzed at the laboratory is outside of this holding time. Refer to sample analysis time for confirmation of holding time compliance.
The results are shown on the attached Report of Analysis(s). Results for solid matrices are reported on an as-
received basis unless otherwise indicated. This report shall not be reproduced except in full and relates only to the samples included in this report. Please do not hesitate to contact me or client services if you have any questions or need additional information.
Sincerely,
Danyale Love Project Manager
Page 1 of 12
Certification Summary
Laboratory ID: WP CNC: Waypoint Analytical Carolina, Inc. (C), Charlotte, NC
State Program Lab ID Expiration Date
07/31/202437735State ProgramNorth Carolina
12/31/2023402State ProgramNorth Carolina
07/31/202399012State ProgramSouth Carolina
12/31/202299012State ProgramSouth Carolina
Page 1 of 1 00016/23-233-0006
Page 2 of 12
Report Number:
Sample Summary Table
Client Project Description:
23-233-0006
Fast Track #145
GRI #5398
Lab No Client Sample ID Matrix Date Collected Date Received Method Lab ID
08/21/2023 08:15Air 93059 AIR 08/21/2023 10:55 SUBCONTRACT AES
AES: Analytical Environmental Services, Inc., Atlanta, GA
Page 3 of 12
August 28, 2023
LABORATORY REPORT NUMBER
PROJECT ID
Primary Data Review By
Project Manager, AES
2308Q03
Terri W Cole
Waypoint Analytical
449 Springbrook Road
Charlotte NC 28217
23-233-0006
Chris Pafford Project Manager, Access
Analytical
Ashley Amick
PLEASE NOTE:
-Unless otherwise noted, all analysis on this report performed at Analytical Environmental Services Inc.
(AES Inc), 3080 Presidential Drive, Atlanta, GA 30340.
-AES is SCDHEC certified laboratory # 98016, NCDENR certified lab # 562, GA certified lab #
FL-E87582, NELAP certified laboratory # E87582
- AIHA-LAP,LLC Laboratory ID:100671 for Industrial Hygiene samples (Organics, Metals, PCM
Asbestos, Gravimetric), Environmental Lead (Paint, Soil, Dust Wipes, Air), and Environmental
Microbiology (Fungal) Direct Examination.
- Local support services for this project are provided by Access Analytical, Inc. Access Analytical is a
representative of AES serving client in the SC/NC/GA areas. All questions regarding this report should be
directed
Secondary Data Review By
ATTENTION
DATE
CLIENT
ANALYTICAL REPORT
Page 1 of 7Page 4 of 12
Page 2 of 7Page 5 of 12
Analytical Results
for
28-Aug-23Date:
Workorder:
Client Reference:
Qual Date Analyzed
/Analyst
Reportin
gLimit
(ug)
Concentration
Total
(ug)
(mg/m3) (ppm)
Analyte
2308Q03
Waypoint Analytical
23-233-0006
Front
(ug)
Back
(ug)
Test
Method
8/21/2023Lab ID:92059 Tedlar Bag 1Air Vol.(L):Media:Client ID:2308Q03-001A Date Sampled:
<3.1<10Benzene <10 10 EPA188/25/2023 BHI<10 <10
<2.3<10Ethylbenzene <10 10 EPA188/25/2023 BHI<10 <10
<4.6<20m,p-Xylene <20 20 EPA188/25/2023 BHI<20 <20
<2.3<10o-Xylene <10 10 EPA188/25/2023 BHI<10 <10
<2.6<10Toluene <10 10 EPA188/25/2023 BHI<10 <10
<250TPH (Gasoline) <250 250 SW8015BM8/25/2023 BHI<250 <250
<31<100TRPH (Based on Benzene) <100 100 EPA188/25/2023 BHI<100 <100
76 Surr:1,4 Difluorobenzene 76 0 SW8015BM8/25/2023 BHI75.96
Qualifiers:
< Less than the indicated Reporting Limit
H Holding time for preparation or analysis
B Analyte detected in the associated Method Blank
(a) Analysis indicates possible breakthrough; back section result is greater than % of the front section result.10
Page 3 of 7Page 6 of 12
Page 4 of 7Page 7 of 12
28-Aug-23Date:Analytical Environmental Services, Inc
Client:
BatchID:Workorder:
Project Name
ANALYTICAL QC SUMMARY REPORT
23-233-0006
2308Q03
Waypoint Analytical
361964
RPT Limit QualAnalyte Result SPK value SPK Ref Val %REC Low Limit High Limit RPD Ref Val %RPD RPD Limit
SampleType:BatchID: Analysis Date: Seq No:TestCode:361964MBLK08/25/2023Aromatic Volatiles in Air EPA18
Units: Prep Date:Sample ID: Client ID:Run No:ug, Total 08/22/2023 524649MB-361964
12420245
Benzene 10BRL
Ethylbenzene 10BRL
m,p-Xylene 20BRL
o-Xylene 10BRL
Toluene 10BRL
TRPH (Based on Benzene) 100BRL
RPT Limit QualAnalyte Result SPK value SPK Ref Val %REC Low Limit High Limit RPD Ref Val %RPD RPD Limit
SampleType:BatchID: Analysis Date: Seq No:TestCode:361964MBLK08/25/20238015M SW8015CM
Units: Prep Date:Sample ID: Client ID:Run No:ug, Total 08/22/2023 524650MB-361964
12420420
TPH (Gasoline)250BRL
Surr: 1,4 Difluorobenzene 091.51 100.0 91.5 67.1 119
RPT Limit QualAnalyte Result SPK value SPK Ref Val %REC Low Limit High Limit RPD Ref Val %RPD RPD Limit
SampleType:BatchID: Analysis Date: Seq No:TestCode:361964LCS08/25/2023Aromatic Volatiles in Air EPA18
Units: Prep Date:Sample ID: Client ID:Run No:ug, Total 08/22/2023 524649LCS-361964
12420247
Benzene 10116.0 100.0 116 82.3 119
Ethylbenzene 10122.2 100.0 122 83.7 126
m,p-Xylene 20236.7 200.0 118 81.3 124
o-Xylene 10113.8 100.0 114 78.4 123
Toluene 10117.0 100.0 117 82 124
RPT Limit QualAnalyte Result SPK value SPK Ref Val %REC Low Limit High Limit RPD Ref Val %RPD RPD Limit
SampleType:BatchID: Analysis Date: Seq No:TestCode:361964LCS08/25/20238015M SW8015CM
Units: Prep Date:Sample ID: Client ID:Run No:ug, Total 08/22/2023 524650LCS-361964-2
12420421
Qualifiers:
J Estimated value detected below Reporting Limit
BRL Below reporting limit H Holding times for preparation or analysis exceeded
N Analyte not NELAC certified
B Analyte detected in the associated method blank
E Estimated (value above quantitation range)
S Spike Recovery outside limits due to matrix
< Less than Result value> Greater than Result value
R RPD outside limits due to matrix
Rpt Lim Reporting Limit
Page 5 of 7Page 8 of 12
28-Aug-23Date:Analytical Environmental Services, Inc
Client:
BatchID:Workorder:
Project Name
ANALYTICAL QC SUMMARY REPORT
23-233-0006
2308Q03
Waypoint Analytical
361964
RPT Limit QualAnalyte Result SPK value SPK Ref Val %REC Low Limit High Limit RPD Ref Val %RPD RPD Limit
SampleType:BatchID: Analysis Date: Seq No:TestCode:361964LCS08/25/20238015M SW8015CM
Units: Prep Date:Sample ID: Client ID:Run No:ug, Total 08/22/2023 524650LCS-361964-2
12420421
TPH (Gasoline)2501149 1000 115 75.1 120
Surr: 1,4 Difluorobenzene 099.65 100.0 99.7 67.1 119
RPT Limit QualAnalyte Result SPK value SPK Ref Val %REC Low Limit High Limit RPD Ref Val %RPD RPD Limit
SampleType:BatchID: Analysis Date: Seq No:TestCode:361964LCSD08/25/2023Aromatic Volatiles in Air EPA18
Units: Prep Date:Sample ID: Client ID:Run No:ug, Total 08/22/2023 524649LCSD-361964
12420248
Benzene 10100.9 15100.0 101 82.3 119 116.0 13.9
Ethylbenzene 10105.4 15100.0 105 83.7 126 122.2 14.7
m,p-Xylene 20204.1 15200.0 102 81.3 124 236.7 14.8
o-Xylene 1098.16 15100.0 98.2 78.4 123 113.8 14.8
Toluene 10101.3 15100.0 101 82 124 117.0 14.3
RPT Limit QualAnalyte Result SPK value SPK Ref Val %REC Low Limit High Limit RPD Ref Val %RPD RPD Limit
SampleType:BatchID: Analysis Date: Seq No:TestCode:361964LCSD08/25/20238015M SW8015CM
Units: Prep Date:Sample ID: Client ID:Run No:ug, Total 08/22/2023 524650LCSD-361964-2
12420422
TPH (Gasoline)2501009 27.71000 101 75.1 120 1149 12.9
Surr: 1,4 Difluorobenzene 086.86 0100.0 86.9 67.1 119 99.65 0
Qualifiers:
J Estimated value detected below Reporting Limit
BRL Below reporting limit H Holding times for preparation or analysis exceeded
N Analyte not NELAC certified
B Analyte detected in the associated method blank
E Estimated (value above quantitation range)
S Spike Recovery outside limits due to matrix
< Less than Result value> Greater than Result value
R RPD outside limits due to matrix
Rpt Lim Reporting Limit
Page 6 of 7Page 9 of 12

End of Report
Page 7 of 7Page 10 of 12
Fed Ex
UPS
US Postal
Client
Lab
Courier
Other :
Shipment Receipt Form
Customer Number:
Customer Name:
Report Number:23-233-0006
Geological Resources, Inc.
00087
Shipping Method
Shipping container/cooler uncompromised?
Thermometer ID:NA
Chain of Custody (COC) present?Yes No
Yes No Not Present
Yes No Not Present
Yes No
COC agrees with sample label(s)? Yes No
COC properly completed
Samples in proper containers?
Sample containers intact?
Sufficient sample volume for indicated test(s)?
All samples received within holding time?
Cooler temperature in compliance?
Yes No
Yes No
Yes No
Yes No
Yes No
Yes NoCooler/Samples arrived at the laboratory on ice.
Samples were considered acceptable as cooling
process had begun.
Yes No
Yes No N/A
Yes No N/A
Yes No N/ASoil VOA method 5035 – compliance criteria met
Water - Sample containers properly preserved
Water - VOA vials free of headspace Yes No N/A
Trip Blanks received with VOAs
Low concentration EnCore samplers (48 hr)
High concentration pre-weighed (methanol -14 d) Low conc pre-weighed vials (Sod Bis -14 d)
High concentration container (48 hr)
Custody seals intact on shipping container/cooler?
Custody seals intact on sample bottles?
Number of coolers/boxes received
Yes No
1
Signature:Angelo Norvell Date & Time:08/21/2023 11:13:14
Special precautions or instructions included?
Comments:
Page 11 of 12
Page 12 of 12

Laboratory's liability in any claim relating to analyses performed shall be limited to, at laboratory's option, repeating the
analysis in question at laboratory's expense, or the refund of the charges paid for performance of said analysis.

9/29/2023
Geological Resources, Inc. Joanna Alley
3502 Hayes Road Monroe, NC, 28110
Ref: Analytical Testing
Lab Report Number: 23-264-0030 Client Project Description: Fast Track #145
GRI #5398
Dear Joanna Alley:
Waypoint Analytical, LLC (Charlotte) received sample(s) on 9/21/2023 for the analyses presented in the following report.
The above referenced project has been analyzed per your instructions. The analyses were performed in
accordance with the applicable analytical method.
The analytical data has been validated using standard quality control measures performed as required by the analytical method. Quality Assurance, method validations, instrumentation maintenance and calibration for all
parameters were performed in accordance with guidelines established by the USEPA (including 40 CFR 136 Method Update Rule May 2021) unless otherwise indicated. Certain parameters (chlorine, pH, dissolved oxygen, sulfite...) are required to be analyzed within 15 minutes of
sampling. Usually, but not always, any field parameter analyzed at the laboratory is outside of this holding time. Refer to sample analysis time for confirmation of holding time compliance.
The results are shown on the attached Report of Analysis(s). Results for solid matrices are reported on an as-
received basis unless otherwise indicated. This report shall not be reproduced except in full and relates only to the samples included in this report. Please do not hesitate to contact me or client services if you have any questions or need additional information.
Sincerely,
Danyale Love Project Manager
Page 1 of 49
Certification Summary
Laboratory ID: WP CNC: Waypoint Analytical Carolina, Inc. (C), Charlotte, NC
State Program Lab ID Expiration Date
07/31/202437735State ProgramNorth Carolina
12/31/2023402State ProgramNorth Carolina
07/31/202499012State ProgramSouth Carolina
12/31/202399012State ProgramSouth Carolina
Page 1 of 1 00016/23-264-0030
Page 2 of 49
Report Number:
Sample Summary Table
Client Project Description:
23-264-0030
Fast Track #145
GRI #5398
Lab No Client Sample ID Matrix Date Collected Date Received Method Lab ID
09/21/2023 09:23Aqueous 95894 MW-1 09/21/2023 13:40
09/21/2023 09:32Aqueous 95895 MW-3 09/21/2023 13:40
09/21/2023 09:44Aqueous 95896 MW-6 09/21/2023 13:40
09/21/2023 09:00Aqueous 95897 MW-14 09/21/2023 13:40
09/21/2023 09:11Aqueous 95898 MW-17 09/21/2023 13:40
09/21/2023 08:00Aqueous 95899 TB 09/21/2023 13:40
09/19/2023 11:58Air 95900 Air 09/21/2023 13:40 SUBCONTRACT AES
AES: Analytical Environmental Services, Inc., Atlanta, GA
Page 3 of 49
Summary of Detected Analytes
QualifiersAnalyzedUnitsResult
Report Number:
Client Sample ID
Method Parameters
Lab Sample ID
23-264-0030
Report Limit
Project:Fast Track #145
V 95894MW-1
828 09/26/2023 23:596200BBenzeneµg/L 18.0
232 09/26/2023 23:596200BEthylbenzeneµg/L 17.0
940 09/26/2023 23:596200BNaphthaleneµg/L 47.0
1700 09/26/2023 23:596200BTolueneµg/L 22.0
258 09/26/2023 23:596200B1,2,4-Trimethylbenzene µg/L 19.0
59.4 09/26/2023 23:596200B1,3,5-Trimethylbenzene µg/L 18.0
516 09/26/2023 23:596200Bo-Xylene µg/L 21.0
867 09/26/2023 23:596200Bm,p-Xylene µg/L 42.0
1380 09/26/2023 23:596200BXylene (Total)µg/L 21.0
V 95895MW-3
29.4 09/26/2023 18:386200BBenzeneµg/L 0.180
10.4 09/26/2023 18:386200Bn-Butylbenzene µg/L 0.180
5.27 09/26/2023 18:386200Bsec-Butyl benzene µg/L 0.200
1.24 09/26/2023 18:386200BEthylbenzeneµg/L 0.170
5.54 09/26/2023 18:386200BIsopropylbenzeneµg/L 0.180
4.14 09/26/2023 18:386200B4-Isopropyl toluene µg/L 0.089
6.80 09/26/2023 18:386200BNaphthaleneµg/L 0.470
4.26 09/26/2023 18:386200Bn-Propylbenzene µg/L 0.190
3.07 09/26/2023 18:386200BTolueneµg/L 0.220
1.18 09/26/2023 18:386200B1,2,4-Trimethylbenzene µg/L 0.190
1.65 09/26/2023 18:386200B1,3,5-Trimethylbenzene µg/L 0.180
3.49 09/26/2023 18:386200Bo-Xylene µg/L 0.210
5.87 09/26/2023 18:386200Bm,p-Xylene µg/L 0.420
9.36 09/26/2023 18:386200BXylene (Total)µg/L 0.210
V 95896MW-6
8790 09/27/2023 00:236200BBenzeneµg/L 18.0
J34.9 09/27/2023 00:236200Bn-Butylbenzene µg/L 18.0
J24.6 09/27/2023 00:236200Bsec-Butyl benzene µg/L 20.0
2640 09/27/2023 00:236200BEthylbenzeneµg/L 17.0
99.8 09/27/2023 00:236200BIsopropylbenzeneµg/L 18.0
730 09/27/2023 00:236200BNaphthaleneµg/L 47.0
315 09/27/2023 00:236200Bn-Propylbenzene µg/L 19.0
64.5 09/27/2023 00:236200BStyreneµg/L 22.0
28100 09/27/2023 22:346200BTolueneµg/L 220
2560 09/27/2023 00:236200B1,2,4-Trimethylbenzene µg/L 19.0
687 09/27/2023 00:236200B1,3,5-Trimethylbenzene µg/L 18.0
Page 4 of 49
Summary of Detected Analytes
QualifiersAnalyzedUnitsResult
Report Number:
Client Sample ID
Method Parameters
Lab Sample ID
23-264-0030
Report Limit
Project:Fast Track #145
V 95896MW-6
4030 09/27/2023 00:236200Bo-Xylene µg/L 21.0
10300 09/27/2023 00:236200Bm,p-Xylene µg/L 42.0
14300 09/27/2023 00:236200BXylene (Total)µg/L 21.0
V 95897MW-14
133 09/27/2023 19:416200BBenzeneµg/L 1.80
2.79 09/26/2023 19:026200Bn-Butylbenzene µg/L 0.180
0.575 09/26/2023 19:026200BDi-Isopropyl Ether (DIPE)µg/L 0.500
32.7 09/26/2023 19:026200BEthylbenzeneµg/L 0.170
2.07 09/26/2023 19:026200BIsopropylbenzeneµg/L 0.180
J0.466 09/26/2023 19:026200B4-Isopropyl toluene µg/L 0.089
3.94 09/26/2023 19:026200Bn-Propylbenzene µg/L 0.190
193 09/27/2023 19:416200BTolueneµg/L 2.20
55.7 09/26/2023 19:026200B1,2,4-Trimethylbenzene µg/L 0.190
23.1 09/26/2023 19:026200B1,3,5-Trimethylbenzene µg/L 0.180
74.5 09/26/2023 19:026200Bo-Xylene µg/L 0.210
160 09/26/2023 19:026200Bm,p-Xylene µg/L 0.420
235 09/26/2023 19:026200BXylene (Total)µg/L 0.210
V 95898MW-17
J44809/27/2023 00:486200BAcetoneµg/L 180
137 09/27/2023 00:486200BEthylbenzeneµg/L 17.0
J22.1 09/27/2023 00:486200BIsopropylbenzeneµg/L 18.0
902 09/27/2023 00:486200BNaphthaleneµg/L 47.0
88.3 09/27/2023 00:486200Bn-Propylbenzene µg/L 19.0
107 09/27/2023 00:486200BTolueneµg/L 22.0
1140 09/27/2023 00:486200B1,2,4-Trimethylbenzene µg/L 19.0
255 09/27/2023 00:486200B1,3,5-Trimethylbenzene µg/L 18.0
560 09/27/2023 00:486200Bo-Xylene µg/L 21.0
797 09/27/2023 00:486200Bm,p-Xylene µg/L 42.0
1360 09/27/2023 00:486200BXylene (Total)µg/L 21.0
Page 5 of 49

Client: Geological Resources, Inc. CASE NARRATIVE
Project: Fast Track #145 Lab Report Number: 23-264-0030
Date: 9/29/2023
Volatile Organic Compounds - GC/MS Method 6200B Analyte: 1,2,3-Trichlorobenzene QC Batch No: V38416/V38414
Recovery for the LCS exceeded the upper acceptance limit. However, all sample results associated with the batch are below the MQL, so this high bias had no impact upon the client data. The results are considered to be
acceptable.
Analyte: 1,2,3-Trichlorobenzene QC Batch No: V38456/V38414
Recovery for the LCS exceeded the upper acceptance limit. However, all sample results associated with the batch are below the MQL, so this high bias had no impact upon the client data. The results are considered to be
acceptable.
Analyte: 1,2,4-Trichlorobenzene QC Batch No: V38416/V38414
Recovery for the LCS exceeded the upper acceptance limit. However, all sample results associated with the batch are below the MQL, so this high bias had no impact upon the client data. The results are considered to be
acceptable.
Analyte: 1,2,4-Trichlorobenzene QC Batch No: V38456/V38414 Recovery for the LCS exceeded the upper acceptance limit. However, all sample results associated with the batch are below the MQL, so this high bias had no impact upon the client data. The results are considered to be
acceptable.
Analyte: 2,2-Dichloropropane QC Batch No: V38416/V38414
Recovery for the LCS exceeded the upper acceptance limit. However, all sample results associated with the batch are below the MQL, so this high bias had no impact upon the client data. The results are considered to be acceptable.
Analyte: Carbon Tetrachloride QC Batch No: V38416/V38414
Recovery for the LCS exceeded the upper acceptance limit. However, all sample results associated with the batch are below the MQL, so this high bias had no impact upon the client data. The results are considered to be acceptable. Analyte: Carbon Tetrachloride QC Batch No: V38456/V38414
Recovery for the LCS exceeded the upper acceptance limit. However, all sample results associated with the batch are below the MQL, so this high bias had no impact upon the client data. The results are considered to be acceptable.
Page 6 of 49

Analyte: Chloromethane
QC Batch No: V38416/V38414 This target analyte was flagged for recoveries outside QC limits in the associated LCS/LCSD. Data for this
analyte is flagged "M" to indicate that results should be considered minimum concentration due to the potential for a low bias.
Analyte: Chloromethane
QC Batch No: V38456/V38414 This target analyte was flagged for recoveries outside QC limits in the associated LCS/LCSD. Data for this
analyte is flagged "M" to indicate that results should be considered minimum concentration due to the potential for a low bias.
Analyte: Dichlorodifluoromethane
QC Batch No: V38416/V38414 This target analyte was flagged for recoveries outside QC limits in the associated LCS/LCSD. Data for this
analyte is flagged "M" to indicate that results should be considered minimum concentration due to the potential for a low bias.
Analyte: Dichlorodifluoromethane
QC Batch No: V38456/V38414 This target analyte was flagged for recoveries outside QC limits in the associated LCS/LCSD. Data for this
analyte is flagged "M" to indicate that results should be considered minimum concentration due to the potential for a low bias. Analyte: Hexachlorobutadiene
QC Batch No: V38416/V38414 Recovery for the LCS exceeded the upper acceptance limit. However, all sample results associated with the
batch are below the MQL, so this high bias had no impact upon the client data. The results are considered to be acceptable. Analyte: Hexachlorobutadiene QC Batch No: V38456/V38414 Recovery for the LCS exceeded the upper acceptance limit. However, all sample results associated with the
batch are below the MQL, so this high bias had no impact upon the client data. The results are considered to be acceptable.
Analyte: Vinyl chloride QC Batch No: V38416/V38414 This target analyte was flagged for recoveries outside QC limits in the associated LCS/LCSD. Data for this analyte is flagged "M" to indicate that results should be considered minimum concentration due to the potential for a low bias.

Page 7 of 49
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0030
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #5398 Received : 09/21/2023
Fast Track #145
Report Date : 09/29/2023
Sample ID :
Lab No :
Sampled:MW-1
95894 Matrix:
9/21/2023 9:23
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V38414 09/26/23 09:00
<180 µg/L 180 1000Acetone 100 09/26/23 23:59 V38416ENM
828 µg/L 18.0 50.0Benzene 100 09/26/23 23:59 V38416ENM
<21.0 µg/L 21.0 50.0Bromobenzene 100 09/26/23 23:59 V38416ENM
<42.0 µg/L 42.0 100Bromochloromethane 100 09/26/23 23:59 V38416ENM
<16.0 µg/L 16.0 50.0Bromodichloromethane 100 09/26/23 23:59 V38416ENM
<150 µg/L 150 500Bromoform 100 09/26/23 23:59 V38416ENM
<28.0 µg/L 28.0 100Bromomethane 100 09/26/23 23:59 V38416ENM
<18.0 µg/L 18.0 50.0n-Butylbenzene 100 09/26/23 23:59 V38416ENM
<20.0 µg/L 20.0 50.0sec-Butyl benzene 100 09/26/23 23:59 V38416ENM
<92.0 µg/L 92.0 200tert-Butyl benzene 100 09/26/23 23:59 V38416ENM
<18.0 µg/L 18.0 50.0Carbon Tetrachloride 100 09/26/23 23:59 V38416ENM
<19.0 µg/L 19.0 50.0Chlorobenzene 100 09/26/23 23:59 V38416ENM
<19.0 µg/L 19.0 50.0Chlorodibromomethane 100 09/26/23 23:59 V38416ENM
<43.0 µg/L 43.0 100Chloroethane 100 09/26/23 23:59 V38416ENM
<22.0 µg/L 22.0 50.0Chloroform 100 09/26/23 23:59 V38416ENM
<22.0 M µg/L 22.0 50.0Chloromethane 100 09/26/23 23:59 V38416ENM
<20.0 µg/L 20.0 50.02-Chlorotoluene 100 09/26/23 23:59 V38416ENM
<20.0 µg/L 20.0 50.04-Chlorotoluene 100 09/26/23 23:59 V38416ENM
<50.0 µg/L 50.0 50.0Di-Isopropyl Ether (DIPE)100 09/26/23 23:59 V38416ENM
<110 µg/L 110 2001,2-Dibromo-3-Chloropropane 100 09/26/23 23:59 V38416ENM
<20.0 µg/L 20.0 50.01,2-Dibromoethane 100 09/26/23 23:59 V38416ENM
<23.0 µg/L 23.0 50.0Dibromomethane 100 09/26/23 23:59 V38416ENM
<22.0 µg/L 22.0 50.01,2-Dichlorobenzene 100 09/26/23 23:59 V38416ENM
Qualifiers/
Definitions
Recovery out of rangeIDilution FactorDF
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 8 of 49
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0030
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #5398 Received : 09/21/2023
Fast Track #145
Report Date : 09/29/2023
Sample ID :
Lab No :
Sampled:MW-1
95894 Matrix:
9/21/2023 9:23
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V38414 09/26/23 09:00
<19.0 µg/L 19.0 50.01,3-Dichlorobenzene 100 09/26/23 23:59 V38416ENM
<21.0 µg/L 21.0 50.01,4-Dichlorobenzene 100 09/26/23 23:59 V38416ENM
<120 M µg/L 120 500Dichlorodifluoromethane 100 09/26/23 23:59 V38416ENM
<24.0 µg/L 24.0 50.01,1-Dichloroethane 100 09/26/23 23:59 V38416ENM
<15.0 µg/L 15.0 50.01,2-Dichloroethane 100 09/26/23 23:59 V38416ENM
<15.0 µg/L 15.0 50.01,1-Dichloroethene 100 09/26/23 23:59 V38416ENM
<20.0 µg/L 20.0 50.0cis-1,2-Dichloroethene 100 09/26/23 23:59 V38416ENM
<18.0 µg/L 18.0 50.0trans-1,2-Dichloroethene 100 09/26/23 23:59 V38416ENM
<19.0 µg/L 19.0 50.01,2-Dichloropropane 100 09/26/23 23:59 V38416ENM
<13.0 µg/L 13.0 50.01,3-Dichloropropane 100 09/26/23 23:59 V38416ENM
<21.0 µg/L 21.0 2002,2-Dichloropropane 100 09/26/23 23:59 V38416ENM
<20.0 µg/L 20.0 50.01,1-Dichloropropene 100 09/26/23 23:59 V38416ENM
<21.0 µg/L 21.0 50.0cis-1,3-Dichloropropene 100 09/26/23 23:59 V38416ENM
<15.0 µg/L 15.0 50.0trans-1,3-Dichloropropene 100 09/26/23 23:59 V38416ENM
<4200 µg/L 4200 20000Ethanol 100 09/26/23 23:59 V38416ENM
232 µg/L 17.0 50.0Ethylbenzene 100 09/26/23 23:59 V38416ENM
<35.0 µg/L 35.0 300Hexachlorobutadiene 100 09/26/23 23:59 V38416ENM
<38.0 µg/L 38.0 1002-Hexanone 100 09/26/23 23:59 V38416ENM
<18.0 µg/L 18.0 50.0Isopropylbenzene 100 09/26/23 23:59 V38416ENM
<8.90 µg/L 8.90 50.04-Isopropyl toluene 100 09/26/23 23:59 V38416ENM
<71.0 µg/L 71.0 500Methyl Ethyl Ketone (MEK)100 09/26/23 23:59 V38416ENM
<14.0 µg/L 14.0 100Methyl tert-butyl ether (MTBE)100 09/26/23 23:59 V38416ENM
<7.80 µg/L 7.80 1004-Methyl-2-Pentanone 100 09/26/23 23:59 V38416ENM
Qualifiers/
Definitions
Recovery out of rangeIDilution FactorDF
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 9 of 49
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0030
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #5398 Received : 09/21/2023
Fast Track #145
Report Date : 09/29/2023
Sample ID :
Lab No :
Sampled:MW-1
95894 Matrix:
9/21/2023 9:23
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V38414 09/26/23 09:00
<33.0 µg/L 33.0 200Methylene Chloride 100 09/26/23 23:59 V38416ENM
940 µg/L 47.0 100Naphthalene 100 09/26/23 23:59 V38416ENM
<19.0 µg/L 19.0 50.0n-Propylbenzene 100 09/26/23 23:59 V38416ENM
<22.0 µg/L 22.0 50.0Styrene 100 09/26/23 23:59 V38416ENM
<16.0 µg/L 16.0 50.01,1,1,2-Tetrachloroethane 100 09/26/23 23:59 V38416ENM
<16.0 µg/L 16.0 50.01,1,2,2-Tetrachloroethane 100 09/26/23 23:59 V38416ENM
<22.0 µg/L 22.0 50.0Tetrachloroethene 100 09/26/23 23:59 V38416ENM
1700 µg/L 22.0 50.0Toluene 100 09/26/23 23:59 V38416ENM
<38.0 µg/L 38.0 50.01,2,3-Trichlorobenzene 100 09/26/23 23:59 V38416ENM
<31.0 µg/L 31.0 50.01,2,4-Trichlorobenzene 100 09/26/23 23:59 V38416ENM
<16.0 µg/L 16.0 50.01,1,1-Trichloroethane 100 09/26/23 23:59 V38416ENM
<9.60 µg/L 9.60 50.01,1,2-Trichloroethane 100 09/26/23 23:59 V38416ENM
<18.0 µg/L 18.0 50.0Trichloroethene 100 09/26/23 23:59 V38416ENM
<18.0 µg/L 18.0 50.0Trichlorofluoromethane 100 09/26/23 23:59 V38416ENM
<27.0 µg/L 27.0 50.01,2,3-Trichloropropane 100 09/26/23 23:59 V38416ENM
258 µg/L 19.0 50.01,2,4-Trimethylbenzene 100 09/26/23 23:59 V38416ENM
59.4 µg/L 18.0 50.01,3,5-Trimethylbenzene 100 09/26/23 23:59 V38416ENM
<100 µg/L 100 500Vinyl Acetate 100 09/26/23 23:59 V38416ENM
<17.0 M µg/L 17.0 50.0Vinyl Chloride 100 09/26/23 23:59 V38416ENM
516 µg/L 21.0 50.0o-Xylene 100 09/26/23 23:59 V38416ENM
867 µg/L 42.0 100m,p-Xylene 100 09/26/23 23:59 V38416ENM
Qualifiers/
Definitions
Recovery out of rangeIDilution FactorDF
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 10 of 49
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0030
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #5398 Received : 09/21/2023
Fast Track #145
Report Date : 09/29/2023
Sample ID :
Lab No :
Sampled:MW-1
95894 Matrix:
9/21/2023 9:23
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V38414 09/26/23 09:00
1380 µg/L 21.0 50.0Xylene (Total)100 09/26/23 23:59 V38416
Surrogate: 4-Bromofluorobenzene 93.6 Limits: 70-130%09/26/23 23:59100 ENM V38416
Surrogate: Dibromofluoromethane 102 Limits: 70-130%09/26/23 23:59100 ENM V38416
Surrogate: 1,2-Dichloroethane - d4 108 Limits: 70-130%09/26/23 23:59100 ENM V38416
Surrogate: Toluene-d8 97.8 Limits: 70-130%09/26/23 23:59100 ENM V38416
Qualifiers/
Definitions
Recovery out of rangeIDilution FactorDF
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 11 of 49
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0030
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #5398 Received : 09/21/2023
Fast Track #145
Report Date : 09/29/2023
Sample ID :
Lab No :
Sampled:MW-3
95895 Matrix:
9/21/2023 9:32
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V38414 09/26/23 09:00
<1.80 µg/L 1.80 10.0Acetone 1 09/26/23 18:38 V38416ENM
29.4 µg/L 0.180 0.500Benzene 1 09/26/23 18:38 V38416ENM
<0.210 µg/L 0.210 0.500Bromobenzene 1 09/26/23 18:38 V38416ENM
<0.420 µg/L 0.420 1.00Bromochloromethane 1 09/26/23 18:38 V38416ENM
<0.160 µg/L 0.160 0.500Bromodichloromethane 1 09/26/23 18:38 V38416ENM
<1.50 µg/L 1.50 5.00Bromoform 1 09/26/23 18:38 V38416ENM
<0.280 µg/L 0.280 1.00Bromomethane 1 09/26/23 18:38 V38416ENM
10.4 µg/L 0.180 0.500n-Butylbenzene 1 09/26/23 18:38 V38416ENM
5.27 µg/L 0.200 0.500sec-Butyl benzene 1 09/26/23 18:38 V38416ENM
<0.920 µg/L 0.920 2.00tert-Butyl benzene 1 09/26/23 18:38 V38416ENM
<0.180 µg/L 0.180 0.500Carbon Tetrachloride 1 09/26/23 18:38 V38416ENM
<0.190 µg/L 0.190 0.500Chlorobenzene 1 09/26/23 18:38 V38416ENM
<0.190 µg/L 0.190 0.500Chlorodibromomethane 1 09/26/23 18:38 V38416ENM
<0.430 µg/L 0.430 1.00Chloroethane 1 09/26/23 18:38 V38416ENM
<0.220 µg/L 0.220 0.500Chloroform 1 09/26/23 18:38 V38416ENM
<0.220 µg/L 0.220 0.500Chloromethane 1 09/26/23 18:38 V38416ENM
<0.200 µg/L 0.200 0.5002-Chlorotoluene 1 09/26/23 18:38 V38416ENM
<0.200 µg/L 0.200 0.5004-Chlorotoluene 1 09/26/23 18:38 V38416ENM
<0.500 µg/L 0.500 0.500Di-Isopropyl Ether (DIPE)1 09/26/23 18:38 V38416ENM
<1.10 µg/L 1.10 2.001,2-Dibromo-3-Chloropropane 1 09/26/23 18:38 V38416ENM
<0.200 µg/L 0.200 0.5001,2-Dibromoethane 1 09/26/23 18:38 V38416ENM
<0.230 µg/L 0.230 0.500Dibromomethane 1 09/26/23 18:38 V38416ENM
<0.220 µg/L 0.220 0.5001,2-Dichlorobenzene 1 09/26/23 18:38 V38416ENM
Qualifiers/
Definitions
Recovery out of rangeIDilution FactorDF
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 12 of 49
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0030
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #5398 Received : 09/21/2023
Fast Track #145
Report Date : 09/29/2023
Sample ID :
Lab No :
Sampled:MW-3
95895 Matrix:
9/21/2023 9:32
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V38414 09/26/23 09:00
<0.190 µg/L 0.190 0.5001,3-Dichlorobenzene 1 09/26/23 18:38 V38416ENM
<0.210 µg/L 0.210 0.5001,4-Dichlorobenzene 1 09/26/23 18:38 V38416ENM
<1.20 µg/L 1.20 5.00Dichlorodifluoromethane 1 09/26/23 18:38 V38416ENM
<0.240 µg/L 0.240 0.5001,1-Dichloroethane 1 09/26/23 18:38 V38416ENM
<0.150 µg/L 0.150 0.5001,2-Dichloroethane 1 09/26/23 18:38 V38416ENM
<0.150 µg/L 0.150 0.5001,1-Dichloroethene 1 09/26/23 18:38 V38416ENM
<0.200 µg/L 0.200 0.500cis-1,2-Dichloroethene 1 09/26/23 18:38 V38416ENM
<0.180 µg/L 0.180 0.500trans-1,2-Dichloroethene 1 09/26/23 18:38 V38416ENM
<0.190 µg/L 0.190 0.5001,2-Dichloropropane 1 09/26/23 18:38 V38416ENM
<0.130 µg/L 0.130 0.5001,3-Dichloropropane 1 09/26/23 18:38 V38416ENM
<0.210 µg/L 0.210 2.002,2-Dichloropropane 1 09/26/23 18:38 V38416ENM
<0.200 µg/L 0.200 0.5001,1-Dichloropropene 1 09/26/23 18:38 V38416ENM
<0.210 µg/L 0.210 0.500cis-1,3-Dichloropropene 1 09/26/23 18:38 V38416ENM
<0.150 µg/L 0.150 0.500trans-1,3-Dichloropropene 1 09/26/23 18:38 V38416ENM
<42.0 µg/L 42.0 200Ethanol 1 09/26/23 18:38 V38416ENM
1.24 µg/L 0.170 0.500Ethylbenzene 1 09/26/23 18:38 V38416ENM
<0.350 µg/L 0.350 3.00Hexachlorobutadiene 1 09/26/23 18:38 V38416ENM
<0.380 µg/L 0.380 1.002-Hexanone 1 09/26/23 18:38 V38416ENM
5.54 µg/L 0.180 0.500Isopropylbenzene 1 09/26/23 18:38 V38416ENM
4.14 µg/L 0.089 0.5004-Isopropyl toluene 1 09/26/23 18:38 V38416ENM
<0.710 µg/L 0.710 5.00Methyl Ethyl Ketone (MEK)1 09/26/23 18:38 V38416ENM
<0.140 µg/L 0.140 1.00Methyl tert-butyl ether (MTBE)1 09/26/23 18:38 V38416ENM
<0.078 µg/L 0.078 1.004-Methyl-2-Pentanone 1 09/26/23 18:38 V38416ENM
Qualifiers/
Definitions
Recovery out of rangeIDilution FactorDF
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 13 of 49
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0030
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #5398 Received : 09/21/2023
Fast Track #145
Report Date : 09/29/2023
Sample ID :
Lab No :
Sampled:MW-3
95895 Matrix:
9/21/2023 9:32
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V38414 09/26/23 09:00
<0.330 µg/L 0.330 2.00Methylene Chloride 1 09/26/23 18:38 V38416ENM
6.80 µg/L 0.470 1.00Naphthalene 1 09/26/23 18:38 V38416ENM
4.26 µg/L 0.190 0.500n-Propylbenzene 1 09/26/23 18:38 V38416ENM
<0.220 µg/L 0.220 0.500Styrene 1 09/26/23 18:38 V38416ENM
<0.160 µg/L 0.160 0.5001,1,1,2-Tetrachloroethane 1 09/26/23 18:38 V38416ENM
<0.160 µg/L 0.160 0.5001,1,2,2-Tetrachloroethane 1 09/26/23 18:38 V38416ENM
<0.220 µg/L 0.220 0.500Tetrachloroethene 1 09/26/23 18:38 V38416ENM
3.07 µg/L 0.220 0.500Toluene 1 09/26/23 18:38 V38416ENM
<0.380 µg/L 0.380 0.5001,2,3-Trichlorobenzene 1 09/26/23 18:38 V38416ENM
<0.310 µg/L 0.310 0.5001,2,4-Trichlorobenzene 1 09/26/23 18:38 V38416ENM
<0.160 µg/L 0.160 0.5001,1,1-Trichloroethane 1 09/26/23 18:38 V38416ENM
<0.096 µg/L 0.096 0.5001,1,2-Trichloroethane 1 09/26/23 18:38 V38416ENM
<0.180 µg/L 0.180 0.500Trichloroethene 1 09/26/23 18:38 V38416ENM
<0.180 µg/L 0.180 0.500Trichlorofluoromethane 1 09/26/23 18:38 V38416ENM
<0.270 µg/L 0.270 0.5001,2,3-Trichloropropane 1 09/26/23 18:38 V38416ENM
1.18 µg/L 0.190 0.5001,2,4-Trimethylbenzene 1 09/26/23 18:38 V38416ENM
1.65 µg/L 0.180 0.5001,3,5-Trimethylbenzene 1 09/26/23 18:38 V38416ENM
<1.00 µg/L 1.00 5.00Vinyl Acetate 1 09/26/23 18:38 V38416ENM
<0.170 µg/L 0.170 0.500Vinyl Chloride 1 09/26/23 18:38 V38416ENM
3.49 µg/L 0.210 0.500o-Xylene 1 09/26/23 18:38 V38416ENM
5.87 µg/L 0.420 1.00m,p-Xylene 1 09/26/23 18:38 V38416ENM
Qualifiers/
Definitions
Recovery out of rangeIDilution FactorDF
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 14 of 49
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0030
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #5398 Received : 09/21/2023
Fast Track #145
Report Date : 09/29/2023
Sample ID :
Lab No :
Sampled:MW-3
95895 Matrix:
9/21/2023 9:32
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V38414 09/26/23 09:00
9.36 µg/L 0.210 0.500Xylene (Total)1 09/26/23 18:38 V38416
Surrogate: 4-Bromofluorobenzene 93.4 Limits: 70-130%09/26/23 18:381 ENM V38416
Surrogate: Dibromofluoromethane 104 Limits: 70-130%09/26/23 18:381 ENM V38416
Surrogate: 1,2-Dichloroethane - d4 112 Limits: 70-130%09/26/23 18:381 ENM V38416
Surrogate: Toluene-d8 96.2 Limits: 70-130%09/26/23 18:381 ENM V38416
Qualifiers/
Definitions
Recovery out of rangeIDilution FactorDF
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 15 of 49
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0030
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #5398 Received : 09/21/2023
Fast Track #145
Report Date : 09/29/2023
Sample ID :
Lab No :
Sampled:MW-6
95896 Matrix:
9/21/2023 9:44
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V38414 09/26/23 09:00 V38455 09/27/23 09:00
<180 µg/L 180 1000Acetone 100 09/27/23 00:23 V38416ENM
8790 µg/L 18.0 50.0Benzene 100 09/27/23 00:23 V38416ENM
<21.0 µg/L 21.0 50.0Bromobenzene 100 09/27/23 00:23 V38416ENM
<42.0 µg/L 42.0 100Bromochloromethane 100 09/27/23 00:23 V38416ENM
<16.0 µg/L 16.0 50.0Bromodichloromethane 100 09/27/23 00:23 V38416ENM
<150 µg/L 150 500Bromoform 100 09/27/23 00:23 V38416ENM
<28.0 µg/L 28.0 100Bromomethane 100 09/27/23 00:23 V38416ENM
34.9 J µg/L 18.0 50.0n-Butylbenzene 100 09/27/23 00:23 V38416ENM
24.6 J µg/L 20.0 50.0sec-Butyl benzene 100 09/27/23 00:23 V38416ENM
<92.0 µg/L 92.0 200tert-Butyl benzene 100 09/27/23 00:23 V38416ENM
<18.0 µg/L 18.0 50.0Carbon Tetrachloride 100 09/27/23 00:23 V38416ENM
<19.0 µg/L 19.0 50.0Chlorobenzene 100 09/27/23 00:23 V38416ENM
<19.0 µg/L 19.0 50.0Chlorodibromomethane 100 09/27/23 00:23 V38416ENM
<43.0 µg/L 43.0 100Chloroethane 100 09/27/23 00:23 V38416ENM
<22.0 µg/L 22.0 50.0Chloroform 100 09/27/23 00:23 V38416ENM
<22.0 M µg/L 22.0 50.0Chloromethane 100 09/27/23 00:23 V38416ENM
<20.0 µg/L 20.0 50.02-Chlorotoluene 100 09/27/23 00:23 V38416ENM
<20.0 µg/L 20.0 50.04-Chlorotoluene 100 09/27/23 00:23 V38416ENM
<50.0 µg/L 50.0 50.0Di-Isopropyl Ether (DIPE)100 09/27/23 00:23 V38416ENM
<110 µg/L 110 2001,2-Dibromo-3-Chloropropane 100 09/27/23 00:23 V38416ENM
<20.0 µg/L 20.0 50.01,2-Dibromoethane 100 09/27/23 00:23 V38416ENM
<23.0 µg/L 23.0 50.0Dibromomethane 100 09/27/23 00:23 V38416ENM
<22.0 µg/L 22.0 50.01,2-Dichlorobenzene 100 09/27/23 00:23 V38416ENM
Qualifiers/
Definitions
Recovery out of rangeIDilution FactorDF
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 16 of 49
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0030
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #5398 Received : 09/21/2023
Fast Track #145
Report Date : 09/29/2023
Sample ID :
Lab No :
Sampled:MW-6
95896 Matrix:
9/21/2023 9:44
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V38414 09/26/23 09:00 V38455 09/27/23 09:00
<19.0 µg/L 19.0 50.01,3-Dichlorobenzene 100 09/27/23 00:23 V38416ENM
<21.0 µg/L 21.0 50.01,4-Dichlorobenzene 100 09/27/23 00:23 V38416ENM
<120 M µg/L 120 500Dichlorodifluoromethane 100 09/27/23 00:23 V38416ENM
<24.0 µg/L 24.0 50.01,1-Dichloroethane 100 09/27/23 00:23 V38416ENM
<15.0 µg/L 15.0 50.01,2-Dichloroethane 100 09/27/23 00:23 V38416ENM
<15.0 µg/L 15.0 50.01,1-Dichloroethene 100 09/27/23 00:23 V38416ENM
<20.0 µg/L 20.0 50.0cis-1,2-Dichloroethene 100 09/27/23 00:23 V38416ENM
<18.0 µg/L 18.0 50.0trans-1,2-Dichloroethene 100 09/27/23 00:23 V38416ENM
<19.0 µg/L 19.0 50.01,2-Dichloropropane 100 09/27/23 00:23 V38416ENM
<13.0 µg/L 13.0 50.01,3-Dichloropropane 100 09/27/23 00:23 V38416ENM
<21.0 µg/L 21.0 2002,2-Dichloropropane 100 09/27/23 00:23 V38416ENM
<20.0 µg/L 20.0 50.01,1-Dichloropropene 100 09/27/23 00:23 V38416ENM
<21.0 µg/L 21.0 50.0cis-1,3-Dichloropropene 100 09/27/23 00:23 V38416ENM
<15.0 µg/L 15.0 50.0trans-1,3-Dichloropropene 100 09/27/23 00:23 V38416ENM
<4200 µg/L 4200 20000Ethanol 100 09/27/23 00:23 V38416ENM
2640 µg/L 17.0 50.0Ethylbenzene 100 09/27/23 00:23 V38416ENM
<35.0 µg/L 35.0 300Hexachlorobutadiene 100 09/27/23 00:23 V38416ENM
<38.0 µg/L 38.0 1002-Hexanone 100 09/27/23 00:23 V38416ENM
99.8 µg/L 18.0 50.0Isopropylbenzene 100 09/27/23 00:23 V38416ENM
<8.90 µg/L 8.90 50.04-Isopropyl toluene 100 09/27/23 00:23 V38416ENM
<71.0 µg/L 71.0 500Methyl Ethyl Ketone (MEK)100 09/27/23 00:23 V38416ENM
<14.0 µg/L 14.0 100Methyl tert-butyl ether (MTBE)100 09/27/23 00:23 V38416ENM
<7.80 µg/L 7.80 1004-Methyl-2-Pentanone 100 09/27/23 00:23 V38416ENM
Qualifiers/
Definitions
Recovery out of rangeIDilution FactorDF
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 17 of 49
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0030
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #5398 Received : 09/21/2023
Fast Track #145
Report Date : 09/29/2023
Sample ID :
Lab No :
Sampled:MW-6
95896 Matrix:
9/21/2023 9:44
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V38414 09/26/23 09:00 V38455 09/27/23 09:00
<33.0 µg/L 33.0 200Methylene Chloride 100 09/27/23 00:23 V38416ENM
730 µg/L 47.0 100Naphthalene 100 09/27/23 00:23 V38416ENM
315 µg/L 19.0 50.0n-Propylbenzene 100 09/27/23 00:23 V38416ENM
64.5 µg/L 22.0 50.0Styrene 100 09/27/23 00:23 V38416ENM
<16.0 µg/L 16.0 50.01,1,1,2-Tetrachloroethane 100 09/27/23 00:23 V38416ENM
<16.0 µg/L 16.0 50.01,1,2,2-Tetrachloroethane 100 09/27/23 00:23 V38416ENM
<22.0 µg/L 22.0 50.0Tetrachloroethene 100 09/27/23 00:23 V38416ENM
28100 µg/L 220 500Toluene 1000 09/27/23 22:34 V38456MSA
<38.0 µg/L 38.0 50.01,2,3-Trichlorobenzene 100 09/27/23 00:23 V38416ENM
<31.0 µg/L 31.0 50.01,2,4-Trichlorobenzene 100 09/27/23 00:23 V38416ENM
<16.0 µg/L 16.0 50.01,1,1-Trichloroethane 100 09/27/23 00:23 V38416ENM
<9.60 µg/L 9.60 50.01,1,2-Trichloroethane 100 09/27/23 00:23 V38416ENM
<18.0 µg/L 18.0 50.0Trichloroethene 100 09/27/23 00:23 V38416ENM
<18.0 µg/L 18.0 50.0Trichlorofluoromethane 100 09/27/23 00:23 V38416ENM
<27.0 µg/L 27.0 50.01,2,3-Trichloropropane 100 09/27/23 00:23 V38416ENM
2560 µg/L 19.0 50.01,2,4-Trimethylbenzene 100 09/27/23 00:23 V38416ENM
687 µg/L 18.0 50.01,3,5-Trimethylbenzene 100 09/27/23 00:23 V38416ENM
<100 µg/L 100 500Vinyl Acetate 100 09/27/23 00:23 V38416ENM
<17.0 M µg/L 17.0 50.0Vinyl Chloride 100 09/27/23 00:23 V38416ENM
4030 µg/L 21.0 50.0o-Xylene 100 09/27/23 00:23 V38416ENM
10300 µg/L 42.0 100m,p-Xylene 100 09/27/23 00:23 V38416ENM
Qualifiers/
Definitions
Recovery out of rangeIDilution FactorDF
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 18 of 49
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0030
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #5398 Received : 09/21/2023
Fast Track #145
Report Date : 09/29/2023
Sample ID :
Lab No :
Sampled:MW-6
95896 Matrix:
9/21/2023 9:44
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V38414 09/26/23 09:00 V38455 09/27/23 09:00
14300 µg/L 21.0 50.0Xylene (Total)100 09/27/23 00:23 V38416
Surrogate: 4-Bromofluorobenzene 90.6 Limits: 70-130%09/27/23 00:23100 ENM V38416
Surrogate: Dibromofluoromethane 99.4 Limits: 70-130%09/27/23 00:23100 ENM V38416
Surrogate: 1,2-Dichloroethane - d4 107 Limits: 70-130%09/27/23 00:23100 ENM V38416
Surrogate: Toluene-d8 98.4 Limits: 70-130%09/27/23 00:23100 ENM V38416
Surrogate: 4-Bromofluorobenzene 91.2 Limits: 70-130%09/27/23 22:341000 MSA V38456
Surrogate: Dibromofluoromethane 99.4 Limits: 70-130%09/27/23 22:341000 MSA V38456
Surrogate: 1,2-Dichloroethane - d4 105 Limits: 70-130%09/27/23 22:341000 MSA V38456
Surrogate: Toluene-d8 96.8 Limits: 70-130%09/27/23 22:341000 MSA V38456
Qualifiers/
Definitions
Recovery out of rangeIDilution FactorDF
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 19 of 49
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0030
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #5398 Received : 09/21/2023
Fast Track #145
Report Date : 09/29/2023
Sample ID :
Lab No :
Sampled:MW-14
95897 Matrix:
9/21/2023 9:00
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V38414 09/26/23 09:00 V38455 09/27/23 09:00
<1.80 µg/L 1.80 10.0Acetone 1 09/26/23 19:02 V38416ENM
133 µg/L 1.80 5.00Benzene 10 09/27/23 19:41 V38456MSA
<0.210 µg/L 0.210 0.500Bromobenzene 1 09/26/23 19:02 V38416ENM
<0.420 µg/L 0.420 1.00Bromochloromethane 1 09/26/23 19:02 V38416ENM
<0.160 µg/L 0.160 0.500Bromodichloromethane 1 09/26/23 19:02 V38416ENM
<1.50 µg/L 1.50 5.00Bromoform 1 09/26/23 19:02 V38416ENM
<0.280 µg/L 0.280 1.00Bromomethane 1 09/26/23 19:02 V38416ENM
2.79 µg/L 0.180 0.500n-Butylbenzene 1 09/26/23 19:02 V38416ENM
<0.200 µg/L 0.200 0.500sec-Butyl benzene 1 09/26/23 19:02 V38416ENM
<0.920 µg/L 0.920 2.00tert-Butyl benzene 1 09/26/23 19:02 V38416ENM
<0.180 µg/L 0.180 0.500Carbon Tetrachloride 1 09/26/23 19:02 V38416ENM
<0.190 µg/L 0.190 0.500Chlorobenzene 1 09/26/23 19:02 V38416ENM
<0.190 µg/L 0.190 0.500Chlorodibromomethane 1 09/26/23 19:02 V38416ENM
<0.430 µg/L 0.430 1.00Chloroethane 1 09/26/23 19:02 V38416ENM
<0.220 µg/L 0.220 0.500Chloroform 1 09/26/23 19:02 V38416ENM
<0.220 M µg/L 0.220 0.500Chloromethane 1 09/26/23 19:02 V38416ENM
<0.200 µg/L 0.200 0.5002-Chlorotoluene 1 09/26/23 19:02 V38416ENM
<0.200 µg/L 0.200 0.5004-Chlorotoluene 1 09/26/23 19:02 V38416ENM
0.575 µg/L 0.500 0.500Di-Isopropyl Ether (DIPE)1 09/26/23 19:02 V38416ENM
<1.10 µg/L 1.10 2.001,2-Dibromo-3-Chloropropane 1 09/26/23 19:02 V38416ENM
<0.200 µg/L 0.200 0.5001,2-Dibromoethane 1 09/26/23 19:02 V38416ENM
<0.230 µg/L 0.230 0.500Dibromomethane 1 09/26/23 19:02 V38416ENM
<0.220 µg/L 0.220 0.5001,2-Dichlorobenzene 1 09/26/23 19:02 V38416ENM
Qualifiers/
Definitions
Recovery out of rangeIDilution FactorDF
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 20 of 49
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0030
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #5398 Received : 09/21/2023
Fast Track #145
Report Date : 09/29/2023
Sample ID :
Lab No :
Sampled:MW-14
95897 Matrix:
9/21/2023 9:00
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V38414 09/26/23 09:00 V38455 09/27/23 09:00
<0.190 µg/L 0.190 0.5001,3-Dichlorobenzene 1 09/26/23 19:02 V38416ENM
<0.210 µg/L 0.210 0.5001,4-Dichlorobenzene 1 09/26/23 19:02 V38416ENM
<1.20 M µg/L 1.20 5.00Dichlorodifluoromethane 1 09/26/23 19:02 V38416ENM
<0.240 µg/L 0.240 0.5001,1-Dichloroethane 1 09/26/23 19:02 V38416ENM
<0.150 µg/L 0.150 0.5001,2-Dichloroethane 1 09/26/23 19:02 V38416ENM
<0.150 µg/L 0.150 0.5001,1-Dichloroethene 1 09/26/23 19:02 V38416ENM
<0.200 µg/L 0.200 0.500cis-1,2-Dichloroethene 1 09/26/23 19:02 V38416ENM
<0.180 µg/L 0.180 0.500trans-1,2-Dichloroethene 1 09/26/23 19:02 V38416ENM
<0.190 µg/L 0.190 0.5001,2-Dichloropropane 1 09/26/23 19:02 V38416ENM
<0.130 µg/L 0.130 0.5001,3-Dichloropropane 1 09/26/23 19:02 V38416ENM
<0.210 µg/L 0.210 2.002,2-Dichloropropane 1 09/26/23 19:02 V38416ENM
<0.200 µg/L 0.200 0.5001,1-Dichloropropene 1 09/26/23 19:02 V38416ENM
<0.210 µg/L 0.210 0.500cis-1,3-Dichloropropene 1 09/26/23 19:02 V38416ENM
<0.150 µg/L 0.150 0.500trans-1,3-Dichloropropene 1 09/26/23 19:02 V38416ENM
<42.0 µg/L 42.0 200Ethanol 1 09/26/23 19:02 V38416ENM
32.7 µg/L 0.170 0.500Ethylbenzene 1 09/26/23 19:02 V38416ENM
<0.350 µg/L 0.350 3.00Hexachlorobutadiene 1 09/26/23 19:02 V38416ENM
<0.380 µg/L 0.380 1.002-Hexanone 1 09/26/23 19:02 V38416ENM
2.07 µg/L 0.180 0.500Isopropylbenzene 1 09/26/23 19:02 V38416ENM
0.466 J µg/L 0.089 0.5004-Isopropyl toluene 1 09/26/23 19:02 V38416ENM
<0.710 µg/L 0.710 5.00Methyl Ethyl Ketone (MEK)1 09/26/23 19:02 V38416ENM
<0.140 µg/L 0.140 1.00Methyl tert-butyl ether (MTBE)1 09/26/23 19:02 V38416ENM
<0.078 µg/L 0.078 1.004-Methyl-2-Pentanone 1 09/26/23 19:02 V38416ENM
Qualifiers/
Definitions
Recovery out of rangeIDilution FactorDF
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 21 of 49
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0030
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #5398 Received : 09/21/2023
Fast Track #145
Report Date : 09/29/2023
Sample ID :
Lab No :
Sampled:MW-14
95897 Matrix:
9/21/2023 9:00
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V38414 09/26/23 09:00 V38455 09/27/23 09:00
<0.330 µg/L 0.330 2.00Methylene Chloride 1 09/26/23 19:02 V38416ENM
<0.470 µg/L 0.470 1.00Naphthalene 1 09/26/23 19:02 V38416ENM
3.94 µg/L 0.190 0.500n-Propylbenzene 1 09/26/23 19:02 V38416ENM
<0.220 µg/L 0.220 0.500Styrene 1 09/26/23 19:02 V38416ENM
<0.160 µg/L 0.160 0.5001,1,1,2-Tetrachloroethane 1 09/26/23 19:02 V38416ENM
<0.160 µg/L 0.160 0.5001,1,2,2-Tetrachloroethane 1 09/26/23 19:02 V38416ENM
<0.220 µg/L 0.220 0.500Tetrachloroethene 1 09/26/23 19:02 V38416ENM
193 µg/L 2.20 5.00Toluene 10 09/27/23 19:41 V38456MSA
<0.380 µg/L 0.380 0.5001,2,3-Trichlorobenzene 1 09/26/23 19:02 V38416ENM
<0.310 µg/L 0.310 0.5001,2,4-Trichlorobenzene 1 09/26/23 19:02 V38416ENM
<0.160 µg/L 0.160 0.5001,1,1-Trichloroethane 1 09/26/23 19:02 V38416ENM
<0.096 µg/L 0.096 0.5001,1,2-Trichloroethane 1 09/26/23 19:02 V38416ENM
<0.180 µg/L 0.180 0.500Trichloroethene 1 09/26/23 19:02 V38416ENM
<0.180 µg/L 0.180 0.500Trichlorofluoromethane 1 09/26/23 19:02 V38416ENM
<0.270 µg/L 0.270 0.5001,2,3-Trichloropropane 1 09/26/23 19:02 V38416ENM
55.7 µg/L 0.190 0.5001,2,4-Trimethylbenzene 1 09/26/23 19:02 V38416ENM
23.1 µg/L 0.180 0.5001,3,5-Trimethylbenzene 1 09/26/23 19:02 V38416ENM
<1.00 µg/L 1.00 5.00Vinyl Acetate 1 09/26/23 19:02 V38416ENM
<0.170 M µg/L 0.170 0.500Vinyl Chloride 1 09/26/23 19:02 V38416ENM
74.5 µg/L 0.210 0.500o-Xylene 1 09/26/23 19:02 V38416ENM
160 µg/L 0.420 1.00m,p-Xylene 1 09/26/23 19:02 V38416ENM
Qualifiers/
Definitions
Recovery out of rangeIDilution FactorDF
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 22 of 49
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0030
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #5398 Received : 09/21/2023
Fast Track #145
Report Date : 09/29/2023
Sample ID :
Lab No :
Sampled:MW-14
95897 Matrix:
9/21/2023 9:00
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V38414 09/26/23 09:00 V38455 09/27/23 09:00
235 µg/L 0.210 0.500Xylene (Total)1 09/26/23 19:02 V38416
Surrogate: 4-Bromofluorobenzene 93.2 Limits: 70-130%09/26/23 19:021 ENM V38416
Surrogate: Dibromofluoromethane 99.4 Limits: 70-130%09/26/23 19:021 ENM V38416
Surrogate: 1,2-Dichloroethane - d4 109 Limits: 70-130%09/26/23 19:021 ENM V38416
Surrogate: Toluene-d8 98.0 Limits: 70-130%09/26/23 19:021 ENM V38416
Surrogate: 4-Bromofluorobenzene 90.8 Limits: 70-130%09/27/23 19:4110 MSA V38456
Surrogate: Dibromofluoromethane 101 Limits: 70-130%09/27/23 19:4110 MSA V38456
Surrogate: 1,2-Dichloroethane - d4 108 Limits: 70-130%09/27/23 19:4110 MSA V38456
Surrogate: Toluene-d8 94.8 Limits: 70-130%09/27/23 19:4110 MSA V38456
Qualifiers/
Definitions
Recovery out of rangeIDilution FactorDF
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 23 of 49
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0030
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #5398 Received : 09/21/2023
Fast Track #145
Report Date : 09/29/2023
Sample ID :
Lab No :
Sampled:MW-17
95898 Matrix:
9/21/2023 9:11
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V38414 09/26/23 09:00
448 J µg/L 180 1000Acetone 100 09/27/23 00:48 V38416ENM
<18.0 µg/L 18.0 50.0Benzene 100 09/27/23 00:48 V38416ENM
<21.0 µg/L 21.0 50.0Bromobenzene 100 09/27/23 00:48 V38416ENM
<42.0 µg/L 42.0 100Bromochloromethane 100 09/27/23 00:48 V38416ENM
<16.0 µg/L 16.0 50.0Bromodichloromethane 100 09/27/23 00:48 V38416ENM
<150 µg/L 150 500Bromoform 100 09/27/23 00:48 V38416ENM
<28.0 µg/L 28.0 100Bromomethane 100 09/27/23 00:48 V38416ENM
<18.0 µg/L 18.0 50.0n-Butylbenzene 100 09/27/23 00:48 V38416ENM
<20.0 µg/L 20.0 50.0sec-Butyl benzene 100 09/27/23 00:48 V38416ENM
<92.0 µg/L 92.0 200tert-Butyl benzene 100 09/27/23 00:48 V38416ENM
<18.0 µg/L 18.0 50.0Carbon Tetrachloride 100 09/27/23 00:48 V38416ENM
<19.0 µg/L 19.0 50.0Chlorobenzene 100 09/27/23 00:48 V38416ENM
<19.0 µg/L 19.0 50.0Chlorodibromomethane 100 09/27/23 00:48 V38416ENM
<43.0 µg/L 43.0 100Chloroethane 100 09/27/23 00:48 V38416ENM
<22.0 µg/L 22.0 50.0Chloroform 100 09/27/23 00:48 V38416ENM
<22.0 M µg/L 22.0 50.0Chloromethane 100 09/27/23 00:48 V38416ENM
<20.0 µg/L 20.0 50.02-Chlorotoluene 100 09/27/23 00:48 V38416ENM
<20.0 µg/L 20.0 50.04-Chlorotoluene 100 09/27/23 00:48 V38416ENM
<50.0 µg/L 50.0 50.0Di-Isopropyl Ether (DIPE)100 09/27/23 00:48 V38416ENM
<110 µg/L 110 2001,2-Dibromo-3-Chloropropane 100 09/27/23 00:48 V38416ENM
<20.0 µg/L 20.0 50.01,2-Dibromoethane 100 09/27/23 00:48 V38416ENM
<23.0 µg/L 23.0 50.0Dibromomethane 100 09/27/23 00:48 V38416ENM
<22.0 µg/L 22.0 50.01,2-Dichlorobenzene 100 09/27/23 00:48 V38416ENM
Qualifiers/
Definitions
Recovery out of rangeIDilution FactorDF
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 24 of 49
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0030
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #5398 Received : 09/21/2023
Fast Track #145
Report Date : 09/29/2023
Sample ID :
Lab No :
Sampled:MW-17
95898 Matrix:
9/21/2023 9:11
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V38414 09/26/23 09:00
<19.0 µg/L 19.0 50.01,3-Dichlorobenzene 100 09/27/23 00:48 V38416ENM
<21.0 µg/L 21.0 50.01,4-Dichlorobenzene 100 09/27/23 00:48 V38416ENM
<120 M µg/L 120 500Dichlorodifluoromethane 100 09/27/23 00:48 V38416ENM
<24.0 µg/L 24.0 50.01,1-Dichloroethane 100 09/27/23 00:48 V38416ENM
<15.0 µg/L 15.0 50.01,2-Dichloroethane 100 09/27/23 00:48 V38416ENM
<15.0 µg/L 15.0 50.01,1-Dichloroethene 100 09/27/23 00:48 V38416ENM
<20.0 µg/L 20.0 50.0cis-1,2-Dichloroethene 100 09/27/23 00:48 V38416ENM
<18.0 µg/L 18.0 50.0trans-1,2-Dichloroethene 100 09/27/23 00:48 V38416ENM
<19.0 µg/L 19.0 50.01,2-Dichloropropane 100 09/27/23 00:48 V38416ENM
<13.0 µg/L 13.0 50.01,3-Dichloropropane 100 09/27/23 00:48 V38416ENM
<21.0 µg/L 21.0 2002,2-Dichloropropane 100 09/27/23 00:48 V38416ENM
<20.0 µg/L 20.0 50.01,1-Dichloropropene 100 09/27/23 00:48 V38416ENM
<21.0 µg/L 21.0 50.0cis-1,3-Dichloropropene 100 09/27/23 00:48 V38416ENM
<15.0 µg/L 15.0 50.0trans-1,3-Dichloropropene 100 09/27/23 00:48 V38416ENM
<4200 µg/L 4200 20000Ethanol 100 09/27/23 00:48 V38416ENM
137 µg/L 17.0 50.0Ethylbenzene 100 09/27/23 00:48 V38416ENM
<35.0 µg/L 35.0 300Hexachlorobutadiene 100 09/27/23 00:48 V38416ENM
<38.0 µg/L 38.0 1002-Hexanone 100 09/27/23 00:48 V38416ENM
22.1 J µg/L 18.0 50.0Isopropylbenzene 100 09/27/23 00:48 V38416ENM
<8.90 µg/L 8.90 50.04-Isopropyl toluene 100 09/27/23 00:48 V38416ENM
<71.0 µg/L 71.0 500Methyl Ethyl Ketone (MEK)100 09/27/23 00:48 V38416ENM
<14.0 µg/L 14.0 100Methyl tert-butyl ether (MTBE)100 09/27/23 00:48 V38416ENM
<7.80 µg/L 7.80 1004-Methyl-2-Pentanone 100 09/27/23 00:48 V38416ENM
Qualifiers/
Definitions
Recovery out of rangeIDilution FactorDF
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 25 of 49
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0030
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #5398 Received : 09/21/2023
Fast Track #145
Report Date : 09/29/2023
Sample ID :
Lab No :
Sampled:MW-17
95898 Matrix:
9/21/2023 9:11
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V38414 09/26/23 09:00
<33.0 µg/L 33.0 200Methylene Chloride 100 09/27/23 00:48 V38416ENM
902 µg/L 47.0 100Naphthalene 100 09/27/23 00:48 V38416ENM
88.3 µg/L 19.0 50.0n-Propylbenzene 100 09/27/23 00:48 V38416ENM
<22.0 µg/L 22.0 50.0Styrene 100 09/27/23 00:48 V38416ENM
<16.0 µg/L 16.0 50.01,1,1,2-Tetrachloroethane 100 09/27/23 00:48 V38416ENM
<16.0 µg/L 16.0 50.01,1,2,2-Tetrachloroethane 100 09/27/23 00:48 V38416ENM
<22.0 µg/L 22.0 50.0Tetrachloroethene 100 09/27/23 00:48 V38416ENM
107 µg/L 22.0 50.0Toluene 100 09/27/23 00:48 V38416ENM
<38.0 µg/L 38.0 50.01,2,3-Trichlorobenzene 100 09/27/23 00:48 V38416ENM
<31.0 µg/L 31.0 50.01,2,4-Trichlorobenzene 100 09/27/23 00:48 V38416ENM
<16.0 µg/L 16.0 50.01,1,1-Trichloroethane 100 09/27/23 00:48 V38416ENM
<9.60 µg/L 9.60 50.01,1,2-Trichloroethane 100 09/27/23 00:48 V38416ENM
<18.0 µg/L 18.0 50.0Trichloroethene 100 09/27/23 00:48 V38416ENM
<18.0 µg/L 18.0 50.0Trichlorofluoromethane 100 09/27/23 00:48 V38416ENM
<27.0 µg/L 27.0 50.01,2,3-Trichloropropane 100 09/27/23 00:48 V38416ENM
1140 µg/L 19.0 50.01,2,4-Trimethylbenzene 100 09/27/23 00:48 V38416ENM
255 µg/L 18.0 50.01,3,5-Trimethylbenzene 100 09/27/23 00:48 V38416ENM
<100 µg/L 100 500Vinyl Acetate 100 09/27/23 00:48 V38416ENM
<17.0 M µg/L 17.0 50.0Vinyl Chloride 100 09/27/23 00:48 V38416ENM
560 µg/L 21.0 50.0o-Xylene 100 09/27/23 00:48 V38416ENM
797 µg/L 42.0 100m,p-Xylene 100 09/27/23 00:48 V38416ENM
Qualifiers/
Definitions
Recovery out of rangeIDilution FactorDF
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 26 of 49
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0030
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #5398 Received : 09/21/2023
Fast Track #145
Report Date : 09/29/2023
Sample ID :
Lab No :
Sampled:MW-17
95898 Matrix:
9/21/2023 9:11
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V38414 09/26/23 09:00
1360 µg/L 21.0 50.0Xylene (Total)100 09/27/23 00:48 V38416
Surrogate: 4-Bromofluorobenzene 93.4 Limits: 70-130%09/27/23 00:48100 ENM V38416
Surrogate: Dibromofluoromethane 102 Limits: 70-130%09/27/23 00:48100 ENM V38416
Surrogate: 1,2-Dichloroethane - d4 108 Limits: 70-130%09/27/23 00:48100 ENM V38416
Surrogate: Toluene-d8 98.2 Limits: 70-130%09/27/23 00:48100 ENM V38416
Qualifiers/
Definitions
Recovery out of rangeIDilution FactorDF
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 27 of 49
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0030
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #5398 Received : 09/21/2023
Fast Track #145
Report Date : 09/29/2023
Sample ID :
Lab No :
Sampled:TB
95899 Matrix:
9/21/2023 8:00
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V38414 09/26/23 09:00
<1.80 µg/L 1.80 10.0Acetone 1 09/26/23 17:24 V38416ENM
<0.180 µg/L 0.180 0.500Benzene 1 09/26/23 17:24 V38416ENM
<0.210 µg/L 0.210 0.500Bromobenzene 1 09/26/23 17:24 V38416ENM
<0.420 µg/L 0.420 1.00Bromochloromethane 1 09/26/23 17:24 V38416ENM
<0.160 µg/L 0.160 0.500Bromodichloromethane 1 09/26/23 17:24 V38416ENM
<1.50 µg/L 1.50 5.00Bromoform 1 09/26/23 17:24 V38416ENM
<0.280 µg/L 0.280 1.00Bromomethane 1 09/26/23 17:24 V38416ENM
<0.180 µg/L 0.180 0.500n-Butylbenzene 1 09/26/23 17:24 V38416ENM
<0.200 µg/L 0.200 0.500sec-Butyl benzene 1 09/26/23 17:24 V38416ENM
<0.920 µg/L 0.920 2.00tert-Butyl benzene 1 09/26/23 17:24 V38416ENM
<0.180 µg/L 0.180 0.500Carbon Tetrachloride 1 09/26/23 17:24 V38416ENM
<0.190 µg/L 0.190 0.500Chlorobenzene 1 09/26/23 17:24 V38416ENM
<0.190 µg/L 0.190 0.500Chlorodibromomethane 1 09/26/23 17:24 V38416ENM
<0.430 µg/L 0.430 1.00Chloroethane 1 09/26/23 17:24 V38416ENM
<0.220 µg/L 0.220 0.500Chloroform 1 09/26/23 17:24 V38416ENM
<0.220 M µg/L 0.220 0.500Chloromethane 1 09/26/23 17:24 V38416ENM
<0.200 µg/L 0.200 0.5002-Chlorotoluene 1 09/26/23 17:24 V38416ENM
<0.200 µg/L 0.200 0.5004-Chlorotoluene 1 09/26/23 17:24 V38416ENM
<0.500 µg/L 0.500 0.500Di-Isopropyl Ether (DIPE)1 09/26/23 17:24 V38416ENM
<1.10 µg/L 1.10 2.001,2-Dibromo-3-Chloropropane 1 09/26/23 17:24 V38416ENM
<0.200 µg/L 0.200 0.5001,2-Dibromoethane 1 09/26/23 17:24 V38416ENM
<0.230 µg/L 0.230 0.500Dibromomethane 1 09/26/23 17:24 V38416ENM
<0.220 µg/L 0.220 0.5001,2-Dichlorobenzene 1 09/26/23 17:24 V38416ENM
Qualifiers/
Definitions
Recovery out of rangeIDilution FactorDF
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 28 of 49
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0030
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #5398 Received : 09/21/2023
Fast Track #145
Report Date : 09/29/2023
Sample ID :
Lab No :
Sampled:TB
95899 Matrix:
9/21/2023 8:00
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V38414 09/26/23 09:00
<0.190 µg/L 0.190 0.5001,3-Dichlorobenzene 1 09/26/23 17:24 V38416ENM
<0.210 µg/L 0.210 0.5001,4-Dichlorobenzene 1 09/26/23 17:24 V38416ENM
<1.20 M µg/L 1.20 5.00Dichlorodifluoromethane 1 09/26/23 17:24 V38416ENM
<0.240 µg/L 0.240 0.5001,1-Dichloroethane 1 09/26/23 17:24 V38416ENM
<0.150 µg/L 0.150 0.5001,2-Dichloroethane 1 09/26/23 17:24 V38416ENM
<0.150 µg/L 0.150 0.5001,1-Dichloroethene 1 09/26/23 17:24 V38416ENM
<0.200 µg/L 0.200 0.500cis-1,2-Dichloroethene 1 09/26/23 17:24 V38416ENM
<0.180 µg/L 0.180 0.500trans-1,2-Dichloroethene 1 09/26/23 17:24 V38416ENM
<0.190 µg/L 0.190 0.5001,2-Dichloropropane 1 09/26/23 17:24 V38416ENM
<0.130 µg/L 0.130 0.5001,3-Dichloropropane 1 09/26/23 17:24 V38416ENM
<0.210 µg/L 0.210 2.002,2-Dichloropropane 1 09/26/23 17:24 V38416ENM
<0.200 µg/L 0.200 0.5001,1-Dichloropropene 1 09/26/23 17:24 V38416ENM
<0.210 µg/L 0.210 0.500cis-1,3-Dichloropropene 1 09/26/23 17:24 V38416ENM
<0.150 µg/L 0.150 0.500trans-1,3-Dichloropropene 1 09/26/23 17:24 V38416ENM
<42.0 µg/L 42.0 200Ethanol 1 09/26/23 17:24 V38416ENM
<0.170 µg/L 0.170 0.500Ethylbenzene 1 09/26/23 17:24 V38416ENM
<0.350 µg/L 0.350 3.00Hexachlorobutadiene 1 09/26/23 17:24 V38416ENM
<0.380 µg/L 0.380 1.002-Hexanone 1 09/26/23 17:24 V38416ENM
<0.180 µg/L 0.180 0.500Isopropylbenzene 1 09/26/23 17:24 V38416ENM
<0.089 µg/L 0.089 0.5004-Isopropyl toluene 1 09/26/23 17:24 V38416ENM
<0.710 µg/L 0.710 5.00Methyl Ethyl Ketone (MEK)1 09/26/23 17:24 V38416ENM
<0.140 µg/L 0.140 1.00Methyl tert-butyl ether (MTBE)1 09/26/23 17:24 V38416ENM
<0.078 µg/L 0.078 1.004-Methyl-2-Pentanone 1 09/26/23 17:24 V38416ENM
Qualifiers/
Definitions
Recovery out of rangeIDilution FactorDF
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 29 of 49
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0030
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #5398 Received : 09/21/2023
Fast Track #145
Report Date : 09/29/2023
Sample ID :
Lab No :
Sampled:TB
95899 Matrix:
9/21/2023 8:00
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V38414 09/26/23 09:00
<0.330 µg/L 0.330 2.00Methylene Chloride 1 09/26/23 17:24 V38416ENM
<0.470 µg/L 0.470 1.00Naphthalene 1 09/26/23 17:24 V38416ENM
<0.190 µg/L 0.190 0.500n-Propylbenzene 1 09/26/23 17:24 V38416ENM
<0.220 µg/L 0.220 0.500Styrene 1 09/26/23 17:24 V38416ENM
<0.160 µg/L 0.160 0.5001,1,1,2-Tetrachloroethane 1 09/26/23 17:24 V38416ENM
<0.160 µg/L 0.160 0.5001,1,2,2-Tetrachloroethane 1 09/26/23 17:24 V38416ENM
<0.220 µg/L 0.220 0.500Tetrachloroethene 1 09/26/23 17:24 V38416ENM
<0.220 µg/L 0.220 0.500Toluene 1 09/26/23 17:24 V38416ENM
<0.380 µg/L 0.380 0.5001,2,3-Trichlorobenzene 1 09/26/23 17:24 V38416ENM
<0.310 µg/L 0.310 0.5001,2,4-Trichlorobenzene 1 09/26/23 17:24 V38416ENM
<0.160 µg/L 0.160 0.5001,1,1-Trichloroethane 1 09/26/23 17:24 V38416ENM
<0.096 µg/L 0.096 0.5001,1,2-Trichloroethane 1 09/26/23 17:24 V38416ENM
<0.180 µg/L 0.180 0.500Trichloroethene 1 09/26/23 17:24 V38416ENM
<0.180 µg/L 0.180 0.500Trichlorofluoromethane 1 09/26/23 17:24 V38416ENM
<0.270 µg/L 0.270 0.5001,2,3-Trichloropropane 1 09/26/23 17:24 V38416ENM
<0.190 µg/L 0.190 0.5001,2,4-Trimethylbenzene 1 09/26/23 17:24 V38416ENM
<0.180 µg/L 0.180 0.5001,3,5-Trimethylbenzene 1 09/26/23 17:24 V38416ENM
<1.00 µg/L 1.00 5.00Vinyl Acetate 1 09/26/23 17:24 V38416ENM
<0.170 M µg/L 0.170 0.500Vinyl Chloride 1 09/26/23 17:24 V38416ENM
<0.210 µg/L 0.210 0.500o-Xylene 1 09/26/23 17:24 V38416ENM
<0.420 µg/L 0.420 1.00m,p-Xylene 1 09/26/23 17:24 V38416ENM
Qualifiers/
Definitions
Recovery out of rangeIDilution FactorDF
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 30 of 49
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0030
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #5398 Received : 09/21/2023
Fast Track #145
Report Date : 09/29/2023
Sample ID :
Lab No :
Sampled:TB
95899 Matrix:
9/21/2023 8:00
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V38414 09/26/23 09:00
<0.21 µg/L 0.210 0.500Xylene (Total)1 09/26/23 17:24 V38416
Surrogate: 4-Bromofluorobenzene 91.0 Limits: 70-130%09/26/23 17:241 ENM V38416
Surrogate: Dibromofluoromethane 104 Limits: 70-130%09/26/23 17:241 ENM V38416
Surrogate: 1,2-Dichloroethane - d4 111 Limits: 70-130%09/26/23 17:241 ENM V38416
Surrogate: Toluene-d8 97.8 Limits: 70-130%09/26/23 17:241 ENM V38416
Qualifiers/
Definitions
Recovery out of rangeIDilution FactorDF
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 31 of 49
September 28, 2023
LABORATORY REPORT NUMBER
PROJECT ID
Primary Data Review By
Project Manager, AES
2309N99
Terri W Cole
Waypoint Analytical
449 Springbrook Road
Charlotte NC 28217
23-264-0030
Chris Pafford Project Manager, Access
Analytical
Ashley Amick
PLEASE NOTE:
-Unless otherwise noted, all analysis on this report performed at Analytical Environmental Services Inc.
(AES Inc), 3080 Presidential Drive, Atlanta, GA 30340.
-AES is SCDHEC certified laboratory # 98016, NCDENR certified lab # 562, GA certified lab #
FL-E87582, NELAP certified laboratory # E87582
- AIHA-LAP,LLC Laboratory ID:100671 for Industrial Hygiene samples (Organics, Metals, PCM
Asbestos, Gravimetric), Environmental Lead (Paint, Soil, Dust Wipes, Air), and Environmental
Microbiology (Fungal) Direct Examination.
- Local support services for this project are provided by Access Analytical, Inc. Access Analytical is a
representative of AES serving client in the SC/NC/GA areas. All questions regarding this report should be
directed
Secondary Data Review By
ATTENTION
DATE
CLIENT
ANALYTICAL REPORT
Page 1 of 9Page 32 of 49
Page 2 of 9Page 33 of 49
28-Sep-23Date:Analytical Environmental Services, Inc
Client:
Case Narrative23-264-0030
Waypoint Analytical
Lab ID:
Project:
2309N99
Aromatic Volatiles in Air Analysis by Method EPA-18:
Sample 2309N99-001 was extracted and/or analyzed outside the recommended holding time of 72 hours. Sample was
received with insufficient holding time remaining to meet holding time requirements.
Page 3 of 9Page 34 of 49
Analytical Results
for
28-Sep-23Date:
Workorder:
Client Reference:
Qual Date Analyzed
/Analyst
Reportin
gLimit
(ug)
Concentration
Total
(ug)
(mg/m3) (ppm)
Analyte
2309N99
Waypoint Analytical
23-264-0030
Front
(ug)
Back
(ug)
Test
Method
9/19/2023Lab ID:95900 Tedlar Bag 1Air Vol.(L):Media:Client ID:2309N99-001A Date Sampled:
<3.1<10Benzene <10 10 H
EPA189/26/2023 BHI<10 <10
<2.3<10Ethylbenzene <10 10 H
EPA189/26/2023 BHI<10 <10
<4.6<20m,p-Xylene <20 20 H
EPA189/26/2023 BHI<20 <20
<2.3<10o-Xylene <10 10 H
EPA189/26/2023 BHI<10 <10
<2.6<10Toluene <10 10 H
EPA189/26/2023 BHI<10 <10
<250TPH (Gasoline) <250 250 H
SW8015BM9/26/2023 BHI<250 <250
<31<100TRPH (Based on Benzene) <100 100 H
EPA189/26/2023 BHI<100 <100
83 Surr:1,4 Difluorobenzene 83 0 H
SW8015BM9/26/2023 BHI83.201
Qualifiers:
< Less than the indicated Reporting Limit
H Holding time for preparation or analysis
B Analyte detected in the associated Method Blank
(a) Analysis indicates possible breakthrough; back section result is greater than % of the front section result.10
Page 4 of 9Page 35 of 49
Page 5 of 9Page 36 of 49
28-Sep-23Date:Analytical Environmental Services, Inc
Client:
Dates ReportLab Order:
Project Name:
Lab Sample ID Client Sample ID Test NameCollection Date Matrix TCLP Date Prep Date Analysis Date
2309N99
23-264-0030
Waypoint Analytical
2309N99-001A 95900 9/19/2023 11:58:00AM Air Aromatic Volatiles in Air 9/22/2023 3:54:00PM 09/26/2023
2309N99-001A 95900 9/19/2023 11:58:00AM Air GASOLINE RANGE ORGANICS 9/22/2023 3:54:00PM 09/26/2023
Page 6 of 9Page 37 of 49
28-Sep-23Date:Analytical Environmental Services, Inc
Client:
BatchID:Workorder:
Project Name
ANALYTICAL QC SUMMARY REPORT
23-264-0030
2309N99
Waypoint Analytical
363478
RPT Limit QualAnalyte Result SPK value SPK Ref Val %REC Low Limit High Limit RPD Ref Val %RPD RPD Limit
SampleType:BatchID: Analysis Date: Seq No:TestCode:363478MBLK09/25/2023Aromatic Volatiles in Air EPA18
Units: Prep Date:Sample ID: Client ID:Run No:ug, Total 09/22/2023 526928MB-363478
12486355
Benzene 10BRL
Ethylbenzene 10BRL
m,p-Xylene 20BRL
o-Xylene 10BRL
Toluene 10BRL
TRPH (Based on Benzene) 100BRL
RPT Limit QualAnalyte Result SPK value SPK Ref Val %REC Low Limit High Limit RPD Ref Val %RPD RPD Limit
SampleType:BatchID: Analysis Date: Seq No:TestCode:363478MBLK09/26/20238015M SW8015CM
Units: Prep Date:Sample ID: Client ID:Run No:ug, Total 09/22/2023 526942MB-363478
12487981
TPH (Gasoline)250BRL
Surr: 1,4 Difluorobenzene 079.03 100.0 79.0 67.1 119
RPT Limit QualAnalyte Result SPK value SPK Ref Val %REC Low Limit High Limit RPD Ref Val %RPD RPD Limit
SampleType:BatchID: Analysis Date: Seq No:TestCode:363478LCS09/25/2023Aromatic Volatiles in Air EPA18
Units: Prep Date:Sample ID: Client ID:Run No:ug, Total 09/22/2023 526928LCS-363478
12486358
Benzene 1091.94 100.0 91.9 82.3 119
Ethylbenzene 1095.15 100.0 95.2 83.7 126
m,p-Xylene 20183.8 200.0 91.9 81.3 124
o-Xylene 1087.79 100.0 87.8 78.4 123
Toluene 1091.74 100.0 91.7 82 124
RPT Limit QualAnalyte Result SPK value SPK Ref Val %REC Low Limit High Limit RPD Ref Val %RPD RPD Limit
SampleType:BatchID: Analysis Date: Seq No:TestCode:363478LCS 09/26/20238015M SW8015CM
Units: Prep Date:Sample ID: Client ID:Run No:ug, Total 09/22/2023 526942LCS-363478-2
12487982
Qualifiers:
J Estimated value detected below Reporting Limit
BRL Below reporting limit H Holding times for preparation or analysis exceeded
N Analyte not NELAC certified
B Analyte detected in the associated method blank
E Estimated (value above quantitation range)
S Spike Recovery outside limits due to matrix
< Less than Result value> Greater than Result value
R RPD outside limits due to matrix
Rpt Lim Reporting Limit
Page 7 of 9Page 38 of 49
28-Sep-23Date:Analytical Environmental Services, Inc
Client:
BatchID:Workorder:
Project Name
ANALYTICAL QC SUMMARY REPORT
23-264-0030
2309N99
Waypoint Analytical
363478
RPT Limit QualAnalyte Result SPK value SPK Ref Val %REC Low Limit High Limit RPD Ref Val %RPD RPD Limit
SampleType:BatchID: Analysis Date: Seq No:TestCode:363478LCS09/26/20238015M SW8015CM
Units: Prep Date:Sample ID: Client ID:Run No:ug, Total 09/22/2023 526942LCS-363478-2
12487982
TPH (Gasoline)2501046 1000 105 75.1 120
Surr: 1,4 Difluorobenzene 088.71 100.0 88.7 67.1 119
RPT Limit QualAnalyte Result SPK value SPK Ref Val %REC Low Limit High Limit RPD Ref Val %RPD RPD Limit
SampleType:BatchID: Analysis Date: Seq No:TestCode:363478LCSD09/25/2023Aromatic Volatiles in Air EPA18
Units: Prep Date:Sample ID: Client ID:Run No:ug, Total 09/22/2023 526928LCSD-363478
12486360
Benzene 1099.62 15100.0 99.6 82.3 119 91.94 8.02
Ethylbenzene 10103.4 15100.0 103 83.7 126 95.15 8.27
m,p-Xylene 20199.3 15200.0 99.7 81.3 124 183.8 8.10
o-Xylene 1094.89 15100.0 94.9 78.4 123 87.79 7.77
Toluene 1099.44 15100.0 99.4 82 124 91.74 8.06
RPT Limit QualAnalyte Result SPK value SPK Ref Val %REC Low Limit High Limit RPD Ref Val %RPD RPD Limit
SampleType:BatchID: Analysis Date: Seq No:TestCode:363478LCSD09/26/20238015M SW8015CM
Units: Prep Date:Sample ID: Client ID:Run No:ug, Total 09/22/2023 526942LCSD-363478-2
12487983
TPH (Gasoline)2501094 27.71000 109 75.1 120 1046 4.57
Surr: 1,4 Difluorobenzene 093.31 0100.0 93.3 67.1 119 88.71 0
Qualifiers:
J Estimated value detected below Reporting Limit
BRL Below reporting limit H Holding times for preparation or analysis exceeded
N Analyte not NELAC certified
B Analyte detected in the associated method blank
E Estimated (value above quantitation range)
S Spike Recovery outside limits due to matrix
< Less than Result value> Greater than Result value
R RPD outside limits due to matrix
Rpt Lim Reporting Limit
Page 8 of 9Page 39 of 49

End of Report
Page 9 of 9Page 40 of 49
Quality Control Data
23-264-0030Report No:
Project Description:
Client ID:Geological Resources, Inc.
Fast Track #145
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V38416QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V38414
Associated Lab Samples: 95894, 95895, 95896, 95897, 95898, 95899
LRB-V38414 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
%
Recovery
% Rec
Limits
09/26/23 16:5910.01.80<1.80µg/LAcetone
09/26/23 16:590.5000.180<0.180µg/LBenzene
09/26/23 16:590.5000.210<0.210µg/LBromobenzene
09/26/23 16:591.000.420<0.420µg/LBromochloromethane
09/26/23 16:590.5000.160<0.160µg/LBromodichloromethane
09/26/23 16:595.001.50<1.50µg/LBromoform
09/26/23 16:591.000.280<0.280µg/LBromomethane
09/26/23 16:590.5000.180<0.180µg/Ln-Butylbenzene
09/26/23 16:590.5000.200<0.200µg/Lsec-Butyl benzene
09/26/23 16:592.000.920<0.920µg/Ltert-Butyl benzene
09/26/23 16:590.5000.180<0.180µg/LCarbon Tetrachloride
09/26/23 16:590.5000.190<0.190µg/LChlorobenzene
09/26/23 16:590.5000.190<0.190µg/LChlorodibromomethane
09/26/23 16:591.000.430<0.430µg/LChloroethane
09/26/23 16:590.5000.220<0.220µg/LChloroform
09/26/23 16:590.5000.220<0.220µg/LChloromethane
09/26/23 16:590.5000.200<0.200µg/L2-Chlorotoluene
09/26/23 16:590.5000.200<0.200µg/L4-Chlorotoluene
09/26/23 16:590.5000.500<0.500µg/LDi-Isopropyl Ether (DIPE)
09/26/23 16:592.001.10<1.10µg/L1,2-Dibromo-3-Chloropropane
09/26/23 16:590.5000.200<0.200µg/L1,2-Dibromoethane
09/26/23 16:590.5000.230<0.230µg/LDibromomethane
09/26/23 16:590.5000.220<0.220µg/L1,2-Dichlorobenzene
09/26/23 16:590.5000.190<0.190µg/L1,3-Dichlorobenzene
09/26/23 16:590.5000.210<0.210µg/L1,4-Dichlorobenzene
09/26/23 16:595.001.20<1.20µg/LDichlorodifluoromethane
09/26/23 16:590.5000.240<0.240µg/L1,1-Dichloroethane
Page 1 of 7Date:09/29/2023 11:18 AM
Page 41 of 49
Quality Control Data
23-264-0030Report No:
Project Description:
Client ID:Geological Resources, Inc.
Fast Track #145
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V38416QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V38414
Associated Lab Samples: 95894, 95895, 95896, 95897, 95898, 95899
LRB-V38414 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
%
Recovery
% Rec
Limits
09/26/23 16:590.5000.150<0.150µg/L1,2-Dichloroethane
09/26/23 16:590.5000.150<0.150µg/L1,1-Dichloroethene
09/26/23 16:590.5000.200<0.200µg/Lcis-1,2-Dichloroethene
09/26/23 16:590.5000.180<0.180µg/Ltrans-1,2-Dichloroethene
09/26/23 16:590.5000.190<0.190µg/L1,2-Dichloropropane
09/26/23 16:590.5000.130<0.130µg/L1,3-Dichloropropane
09/26/23 16:592.000.210<0.210µg/L2,2-Dichloropropane
09/26/23 16:590.5000.200<0.200µg/L1,1-Dichloropropene
09/26/23 16:590.5000.210<0.210µg/Lcis-1,3-Dichloropropene
09/26/23 16:590.5000.150<0.150µg/Ltrans-1,3-Dichloropropene
09/26/23 16:5920042.0<42.0µg/LEthanol
09/26/23 16:590.5000.170<0.170µg/LEthylbenzene
09/26/23 16:593.000.350<0.350µg/LHexachlorobutadiene
09/26/23 16:591.000.380<0.380µg/L2-Hexanone
09/26/23 16:590.5000.180<0.180µg/LIsopropylbenzene
09/26/23 16:590.5000.089<0.089µg/L4-Isopropyl toluene
09/26/23 16:595.000.710<0.710µg/LMethyl Ethyl Ketone (MEK)
09/26/23 16:591.000.140<0.140µg/LMethyl tert-butyl ether (MTBE)
09/26/23 16:591.000.078<0.078µg/L4-Methyl-2-Pentanone
09/26/23 16:592.000.330<0.330µg/LMethylene Chloride
09/26/23 16:591.000.470<0.470µg/LNaphthalene
09/26/23 16:590.5000.190<0.190µg/Ln-Propylbenzene
09/26/23 16:590.5000.220<0.220µg/LStyrene
09/26/23 16:590.5000.160<0.160µg/L1,1,1,2-Tetrachloroethane
09/26/23 16:590.5000.160<0.160µg/L1,1,2,2-Tetrachloroethane
09/26/23 16:590.5000.220<0.220µg/LTetrachloroethene
09/26/23 16:590.5000.220<0.220µg/LToluene
Page 2 of 7Date:09/29/2023 11:18 AM
Page 42 of 49
Quality Control Data
23-264-0030Report No:
Project Description:
Client ID:Geological Resources, Inc.
Fast Track #145
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V38416QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V38414
Associated Lab Samples: 95894, 95895, 95896, 95897, 95898, 95899
LRB-V38414 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
%
Recovery
% Rec
Limits
09/26/23 16:590.5000.380<0.380µg/L1,2,3-Trichlorobenzene
09/26/23 16:590.5000.310<0.310µg/L1,2,4-Trichlorobenzene
09/26/23 16:590.5000.160<0.160µg/L1,1,1-Trichloroethane
09/26/23 16:590.5000.096<0.096µg/L1,1,2-Trichloroethane
09/26/23 16:590.5000.180<0.180µg/LTrichloroethene
09/26/23 16:590.5000.180<0.180µg/LTrichlorofluoromethane
09/26/23 16:590.5000.270<0.270µg/L1,2,3-Trichloropropane
09/26/23 16:590.5000.190<0.190µg/L1,2,4-Trimethylbenzene
09/26/23 16:590.5000.180<0.180µg/L1,3,5-Trimethylbenzene
09/26/23 16:595.001.00<1.00µg/LVinyl Acetate
09/26/23 16:590.5000.170<0.170µg/LVinyl Chloride
09/26/23 16:590.5000.210<0.210µg/Lo-Xylene
09/26/23 16:591.000.420<0.420µg/Lm,p-Xylene
09/26/23 16:594-Bromofluorobenzene (S)92.8 70-130
09/26/23 16:59Dibromofluoromethane (S)100 70-130
09/26/23 16:591,2-Dichloroethane - d4 (S)106 70-130
09/26/23 16:59Toluene-d8 (S)98.4 70-130
LCS-V38414 LCSD-V38414Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
40.0 10011345.140.0µg/LAcetone 40-160 11.9 20.0
18.8 94.096.519.320.0µg/LBenzene 70-130 2.6 20.0
20.1 10199.519.920.0µg/LBromobenzene 70-130 1.0 20.0
21.1 10611422.820.0µg/LBromochloromethane 70-130 7.7 20.0
20.8 10411222.420.0µg/LBromodichloromethane 70-130 7.4 20.0
Page 3 of 7Date:09/29/2023 11:18 AM
Page 43 of 49
Quality Control Data
23-264-0030Report No:
Project Description:
Client ID:Geological Resources, Inc.
Fast Track #145
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V38416QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V38414
LCS-V38414 LCSD-V38414Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
23.5 11812725.320.0µg/LBromoform 70-130 7.3 20.0
18.2 91.099.519.920.0µg/LBromomethane 60-140 8.9 20.0
21.6 10810721.420.0µg/Ln-Butylbenzene 70-130 0.9 20.0
20.5 10310520.920.0µg/Lsec-Butyl benzene 70-130 1.9 20.0
21.5 10811021.920.0µg/Ltert-Butyl benzene 70-130 1.8 20.0
26.6 133*139*27.820.0µg/LCarbon Tetrachloride 70-130 4.4 20.0
21.3 10711222.420.0µg/LChlorobenzene 70-130 5.0 20.0
22.4 11212124.120.0µg/LChlorodibromomethane 70-130 7.3 20.0
13.1 65.565.513.120.0µg/LChloroethane 60-140 0.0 20.0
20.7 10411122.120.0µg/LChloroform 70-130 6.5 20.0
10.7 53.5*58.0*11.620.0µg/LChloromethane 60-140 8.0 20.0
19.9 99.598.519.720.0µg/L2-Chlorotoluene 70-130 1.0 20.0
20.1 10110320.520.0µg/L4-Chlorotoluene 70-130 1.9 20.0
14.7 73.578.515.720.0µg/LDi-Isopropyl Ether (DIPE)70-130 6.5 20.0
24.3 12212024.020.0µg/L1,2-Dibromo-3-Chloropropane 70-130 1.2 20.0
19.6 98.010520.920.0µg/L1,2-Dibromoethane 70-130 6.4 20.0
21.0 10511322.520.0µg/LDibromomethane 70-130 6.8 20.0
21.9 11011623.120.0µg/L1,2-Dichlorobenzene 70-130 5.3 20.0
22.2 11111623.120.0µg/L1,3-Dichlorobenzene 70-130 3.9 20.0
21.5 10810921.820.0µg/L1,4-Dichlorobenzene 70-130 1.3 20.0
11.9 59.5*59.0*11.820.0µg/LDichlorodifluoromethane 60-140 0.8 20.0
18.0 90.096.519.320.0µg/L1,1-Dichloroethane 70-130 6.9 20.0
22.0 11011823.520.0µg/L1,2-Dichloroethane 70-130 6.5 20.0
20.4 10210420.720.0µg/L1,1-Dichloroethene 70-130 1.4 20.0
19.5 97.599.519.920.0µg/Lcis-1,2-Dichloroethene 70-130 2.0 20.0
18.4 92.010120.120.0µg/Ltrans-1,2-Dichloroethene 70-130 8.8 20.0
Page 4 of 7* QC Fail Date:09/29/2023 11:18 AM
Page 44 of 49
Quality Control Data
23-264-0030Report No:
Project Description:
Client ID:Geological Resources, Inc.
Fast Track #145
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V38416QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V38414
LCS-V38414 LCSD-V38414Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
15.5 77.584.016.820.0µg/L1,2-Dichloropropane 70-130 8.0 20.0
18.9 94.596.519.320.0µg/L1,3-Dichloropropane 70-130 2.0 20.0
24.3 122135*26.920.0µg/L2,2-Dichloropropane 70-130 10.1 20.0
21.1 10611623.220.0µg/L1,1-Dichloropropene 70-130 9.4 20.0
19.2 96.010120.120.0µg/Lcis-1,3-Dichloropropene 70-130 4.5 20.0
20.6 10311222.420.0µg/Ltrans-1,3-Dichloropropene 70-130 8.3 20.0
316 63.270.4352500µg/LEthanol 60-140 10.7 20.0
19.9 99.510220.420.0µg/LEthylbenzene 70-130 2.4 20.0
27.0 135*132*26.320.0µg/LHexachlorobutadiene 70-130 2.6 20.0
17.0 85.099.519.920.0µg/L2-Hexanone 60-140 15.7 20.0
21.9 11011122.120.0µg/LIsopropylbenzene 70-130 0.9 20.0
22.8 11411723.420.0µg/L4-Isopropyl toluene 70-130 2.5 20.0
16.0 80.085.517.120.0µg/LMethyl Ethyl Ketone (MEK)60-140 6.6 20.0
20.5 10310921.720.0µg/LMethyl tert-butyl ether (MTBE)70-130 5.6 20.0
15.2 76.086.017.220.0µg/L4-Methyl-2-Pentanone 60-140 12.3 20.0
14.9 74.578.515.720.0µg/LMethylene Chloride 70-130 5.2 20.0
22.2 11112625.220.0µg/LNaphthalene 70-130 12.6 20.0
20.0 10010320.520.0µg/Ln-Propylbenzene 70-130 2.4 20.0
21.5 10810921.820.0µg/LStyrene 70-130 1.3 20.0
22.3 11211823.520.0µg/L1,1,1,2-Tetrachloroethane 70-130 5.2 20.0
16.9 84.594.018.820.0µg/L1,1,2,2-Tetrachloroethane 70-130 10.6 20.0
23.2 11612023.920.0µg/LTetrachloroethene 70-130 2.9 20.0
19.4 97.010220.420.0µg/LToluene 70-130 5.0 20.0
27.0 135*158*31.620.0µg/L1,2,3-Trichlorobenzene 70-130 15.6 20.0
26.8 134*142*28.320.0µg/L1,2,4-Trichlorobenzene 70-130 5.4 20.0
24.4 12212525.020.0µg/L1,1,1-Trichloroethane 70-130 2.4 20.0
Page 5 of 7* QC Fail Date:09/29/2023 11:18 AM
Page 45 of 49
Quality Control Data
23-264-0030Report No:
Project Description:
Client ID:Geological Resources, Inc.
Fast Track #145
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V38416QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V38414
LCS-V38414 LCSD-V38414Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
19.2 96.010120.120.0µg/L1,1,2-Trichloroethane 70-130 4.5 20.0
21.9 11011222.320.0µg/LTrichloroethene 70-130 1.8 20.0
24.5 12312424.820.0µg/LTrichlorofluoromethane 60-140 1.2 20.0
18.6 93.099.019.820.0µg/L1,2,3-Trichloropropane 70-130 6.2 20.0
22.2 11111322.520.0µg/L1,2,4-Trimethylbenzene 70-130 1.3 20.0
21.5 10811022.020.0µg/L1,3,5-Trimethylbenzene 70-130 2.2 20.0
22.9 11513226.420.0µg/LVinyl Acetate 60-140 14.1 20.0
11.7 58.5*60.512.120.0µg/LVinyl Chloride 60-140 3.3 20.0
20.7 10410721.420.0µg/Lo-Xylene 70-130 3.3 20.0
44.7 11211445.740.0µg/Lm,p-Xylene 70-130 2.2 20.0
91.891.44-Bromofluorobenzene (S)70-130
103102Dibromofluoromethane (S)70-130
1101101,2-Dichloroethane - d4 (S)70-130
97.697.8Toluene-d8 (S)70-130
Page 6 of 7* QC Fail Date:09/29/2023 11:18 AM
Page 46 of 49
Quality Control Data
23-264-0030Report No:
Project Description:
Client ID:Geological Resources, Inc.
Fast Track #145
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V38456QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V38455
Associated Lab Samples: 95896, 95897
LRB-V38455 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
%
Recovery
% Rec
Limits
09/27/23 13:300.5000.180<0.180µg/LBenzene
09/27/23 13:300.5000.220<0.220µg/LToluene
09/27/23 13:304-Bromofluorobenzene (S)91.0 70-130
09/27/23 13:30Dibromofluoromethane (S)101 70-130
09/27/23 13:301,2-Dichloroethane - d4 (S)110 70-130
09/27/23 13:30Toluene-d8 (S)96.8 70-130
LCS-V38455 LCSD-V38455Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
19.3 96.598.019.620.0µg/LBenzene 70-130 1.5 20.0
19.6 98.010220.420.0µg/LToluene 70-130 4.0 20.0
92.892.24-Bromofluorobenzene (S)70-130
97.699.2Dibromofluoromethane (S)70-130
1041091,2-Dichloroethane - d4 (S)70-130
98.898.0Toluene-d8 (S)70-130
Page 7 of 7Date:09/29/2023 11:18 AM
Page 47 of 49
Fed Ex
UPS
US Postal
Client
Lab
Courier
Other :
Shipment Receipt Form
Customer Number:
Customer Name:
Report Number:23-264-0030
Geological Resources, Inc.
00087
Shipping Method
Shipping container/cooler uncompromised?
Thermometer ID:IRT-15 3.4C
Chain of Custody (COC) present?Yes No
Yes No Not Present
Yes No Not Present
Yes No
COC agrees with sample label(s)? Yes No
COC properly completed
Samples in proper containers?
Sample containers intact?
Sufficient sample volume for indicated test(s)?
All samples received within holding time?
Cooler temperature in compliance?
Yes No
Yes No
Yes No
Yes No
Yes No
Yes NoCooler/Samples arrived at the laboratory on ice.
Samples were considered acceptable as cooling
process had begun.
Yes No
Yes No N/A
Yes No N/A
Yes No N/ASoil VOA method 5035 – compliance criteria met
Water - Sample containers properly preserved
Water - VOA vials free of headspace Yes No N/A
Trip Blanks received with VOAs
Low concentration EnCore samplers (48 hr)
High concentration pre-weighed (methanol -14 d) Low conc pre-weighed vials (Sod Bis -14 d)
High concentration container (48 hr)
Custody seals intact on shipping container/cooler?
Custody seals intact on sample bottles?
Number of coolers/boxes received
Yes No
1
Signature:Caitlyn Cummins Date & Time:09/21/2023 15:01:25
Special precautions or instructions included?
Comments:
Page 48 of 49
Page 49 of 49

APPENDIX F
O&M Field Data Sheets

APPENDIX G
Overall Remediation
Date: 10/19/23 Facility ID #: 0-031674
Claim Number Task Code Task Code Description Cost Claim Amount
3.101 Supervision of Field Work $5,037.50
3.113 Installation of 2-inch Well $13,500.00
3.114 Installation of 4-inch Well $7,980.00
3.118 Temporary Impact Increase $2,015.00
3.397 Temporary Impact Increase $100.00
3.398 Cost for Drill Rig Mobization $350.00
3.500 Driller Per Diem $1,354.00
4.031 Cost for Sampling Wells $1,331.00
4.051 Cost for Sampling Surface Water $50.00
4.090 Cost for Analytical $1,594.00
6.090 Ground Water Monitoring Report $2,250.00
7.040 Cost for SVE System $58,234.75
7.060 Cost for Air Sparge System $58,234.75
7.081 Remediation System Installation Inspection $5,208.00
7.100 Cost for Installation of Remediation System $99,025.00
7.201 Cost for Scheduled Maintenance $3,324.75
7.250 Cost for Remediation Supplies and Equipment $296.77
7.260 Cost for Remediation Operating Expenses
(assumed, pending receipt of all power bills)$1,422.08
8.055 Injection Notice of Intent $500.00
12.030 Overnight Lodging $453.00
12.050 Consultant Travel $4,250.00
12.055 Temporary Impact Increase $850.00
4.031 Cost for Sampling Wells $561.00
4.09 Cost for Analytical $849.00
6.09 Ground Water Monitoring Report $1,125.00
7.201 Cost for Scheduled Maintenance $697.50
7.26 Cost for Remediation Operating Expenses
(assumed, pending receipt of all power bills)$3,300.00
12.05 Consultant Travel $750.00
12.055 Temporary Impact Increase $150.00
$274,793.10Total Cost Since System Installation
APPENDIX G
OVERALL REMEDIATION COSTS (TO DATE)
FAST TRACK #145 (INCIDENT NO. 40099)
211 $267,360.60
(claim has not
been
submitted)
$7,432.50
Page 1 of 1

APPENDIX H
Contaminant Mass Calculations
Area ID Well ID
Area
(ft²)
Average Well
Depth
(ft.)
Average
Depth to
Water
(ft.)
Water Column
Height
(ft)
Volume
(ft³)
Volume
(L)
Effective
Porosity
Effective
Volume
(L)
MW-1
MW-6
MW-4
MW-8
MW-9
MW-15
3 MW-3 79,994 39 26.36 12.64 1,011,126 28,631,858 5,726,372
Area Date Well
Benzene
(μg/L)
Toluene
(μg/L)
Ethylbenzene
(μg/L)
Xylenes
(μg/L)
MTBE
(μg/L)
Naphthalene
(μg/L)
Total
(μg/L)
DTW
(ft.)
Average Water
Column Height
(ft.)
Total Average Mass
(g)Percent Red. To Date Red.
MW-1 13500.00 9640.00 1670.00 6570.00 225.00 409.00 32014.00 27.96
MW-6 504.00 25500.00 3510.00 15260.00 0.00 504.00 45278.00 27.98
Avg.7002.00 17570.00 2590.00 10915.00 112.50 456.50 38646.00 27.97
MW-1 2560.00 6180.00 1790.00 7230.00 0.00 362.00 18122.00 23.86
MW-6 12900.00 43700.00 2910.00 14700.00 0.00 509.00 74719.00 22.46
Avg.7730.00 24940.00 2350.00 10965.00 0.00 435.50 46420.50 23.16
MW-1 104.00 1970.00 1260.00 6030.00 25.50 257.00 9646.50 23.34
MW-6 8110.00 21200.00 1670.00 8560.00 0.00 274.00 39814.00 21.53
Avg.4107.00 11585.00 1465.00 7295.00 12.75 265.50 24730.25 22.44
MW-1 2250 11500 2000 10600 0.00 421 26771.00 25.66
MW-6 11200 44000 3300 17800 0.00 662 38481.00 24.96
Avg.6725.00 27750.00 2650.00 14200.00 0.00 541.50 32626.00 25.31
MW-1 1750 3370 1420 4880 40.10 493 11953.10 26.79
MW-6 9380 33100 2790 14000 0.00 698 29984.00 26.61
Avg.5565.00 18235.00 2105.00 9440.00 20.05 595.50 20968.55 26.70
MW-1 1840 4550 486 3770 0.00 969 10646.00 30.77
MW-6 8850 23100 1940 10900 0.00 588 44790.00 24.28
Avg.5345.00 13825.00 1213.00 7335.00 0.00 778.50 27718.00 27.53
MW-1 828.00 1,700.00 232.00 1,380.00 0.00 940.00 5080.00 32.55
MW-6 8790.00 28100.00 2640.00 14300.00 0.00 730 53830.00 27.11
Avg. 4809.00 14900.00 1436.00 7840.00 0.00 835.00 29,455.00 29.83
Area 1
09/21/23 10.67 49,494.26 12.6% 35.1%
12.53
44.5% 7.7%
17.34
40.2%
70,355.48
11/13/12 -
03/12/13
9.9715.032536,642
06/08/21
11/10/22 13.80 45,569.99 41.6%
2,068,966365,325 10,344,830 0.20
12.53 348,424 9,866,259
126,762.37
-2.3%15.19 78,046.43 -10.9%
-24.3%12.98 56,637.0606/12/23
APPENDIX H
CONTAMINANT MASS CALCULATIONS
FAST TRACK #145 (INCIDENT NO. 40099)
76,258.29 ------
18.07
-66.2%
25.7%
2
-66.2%
Baseline Event
1 27,807 40.5 27.97 1,973,252
02/14/22
07/02/20
Area ID Well ID
Area
(ft²)
Average Well
Depth
(ft.)
Average
Depth to
Water
(ft.)
Water Column
Height
(ft)
Volume
(ft³)
Volume
(L)
Effective
Porosity
Effective
Volume
(L)
MW-1
MW-6
MW-4
MW-8
MW-9
MW-15
3 MW-3 79,994 39 26.36 12.64 1,011,126 28,631,858 5,726,372
Area Date Well
Benzene
(μg/L)
Toluene
(μg/L)
Ethylbenzene
(μg/L)
Xylenes
(μg/L)
MTBE
(μg/L)
Naphthalene
(μg/L)
Total
(μg/L)
DTW
(ft.)
Average Water
Column Height
(ft.)
Total Average Mass
(g)Percent Red. To Date Red.
9.9715.032536,642 2,068,966365,325 10,344,830 0.20
12.53 348,424 9,866,259
APPENDIX H
CONTAMINANT MASS CALCULATIONS
FAST TRACK #145 (INCIDENT NO. 40099)
2
Baseline Event
1 27,807 40.5 27.97 1,973,252
MW-8 9540.00 21300.00 3030.00 14120.00 0.00 336.00 48326.00 28.41
MW-9 1200.00 18.90 13.40 29.16 5.31 39.10 1305.87 1.65
Avg.5370.00 10659.45 1521.70 7074.58 2.66 187.55 49631.87 15.03
MW-8 5650.00 33800.00 3090.00 16300.00 0.00 635.00 59475.00 25.02
MW-9 51.00 1.90 2.30 0.00 0.00 2.50 57.70 1.91
Avg.2850.50 16900.95 1546.15 8150.00 0.00 318.75 29766.35 13.47
MW-8 8620.00 36500.00 3270.00 18100.00 0.00 512.00 67002.00 24.47
MW-9 51.00 1.90 2.30 0.00 0.00 2.50 57.70 1.91
Avg.4335.50 18250.95 1636.15 9050.00 0.00 257.25 33529.85 13.19
MW-4 1940.00 1250.00 2580.00 4460.00 0.00 551.00 10781.00 6.96
MW-8 3840.00 68800.00 14500.00 81200.00 0.00 8460.00 176800.00 27.23
MW-9 0.00 0.00 0.00 0.00 0.00 0.74 0.74 1.54
MW-15 10.30 0.56 1.30 1.50 1.50 0.90 16.06 2.35
Avg.1447.58 17512.64 4270.33 21415.38 0.38 2253.16 46899.45 9.52
MW-4 NM NM NM NM NM NM NM NM
MW-8 4010.00 39100.00 3620.00 17900.00 0.00 771.00 65401.00 29.58
MW-9 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.76
MW-15 0.53 0.00 0.00 0.00 0.79 0.00 1.32 2.48
Avg.1336.84 13033.33 1206.67 5966.67 0.26 257.00 21800.77 11.27
MW-4 NM NM NM NM NM NM NM NM
MW-8 NM NM NM NM NM NM NM NM
MW-9 NM NM NM NM NM NM NM NM
MW-15 NM NM NM NM NM NM NM NM
Avg.NM NM NM NM NM NM NM NM
MW-4 NM NM NM NM NM NM NM NM
MW-8 NM NM NM NM NM NM NM NM
MW-9 NM NM NM NM NM NM NM NM
MW-15 NM NM NM NM NM NM NM NM
Avg. NM NM NM NM NM NM NM NM
Area 2
09/21/23 13.73 62,100.51 0.0% 39.5%
15.48 150,659.6302/14/22
20.0%
39.5%
-83.3%
30.6%
06/12/23 62,100.51 0.0%13.73
-15.3%
07/02/20 71,252.7111.54
-46.7%
11/10/22 13.73 62,100.51 58.8% 39.5%
30.6%
06/08/21 82,175.0011.81
03/12/13 102,686.65 --- ---9.97
Area ID Well ID
Area
(ft²)
Average Well
Depth
(ft.)
Average
Depth to
Water
(ft.)
Water Column
Height
(ft)
Volume
(ft³)
Volume
(L)
Effective
Porosity
Effective
Volume
(L)
MW-1
MW-6
MW-4
MW-8
MW-9
MW-15
3 MW-3 79,994 39 26.36 12.64 1,011,126 28,631,858 5,726,372
Area Date Well
Benzene
(μg/L)
Toluene
(μg/L)
Ethylbenzene
(μg/L)
Xylenes
(μg/L)
MTBE
(μg/L)
Naphthalene
(μg/L)
Total
(μg/L)
DTW
(ft.)
Average Water
Column Height
(ft.)
Total Average Mass
(g)Percent Red. To Date Red.
9.9715.032536,642 2,068,966365,325 10,344,830 0.20
12.53 348,424 9,866,259
APPENDIX H
CONTAMINANT MASS CALCULATIONS
FAST TRACK #145 (INCIDENT NO. 40099)
2
Baseline Event
1 27,807 40.5 27.97 1,973,252
11/13/12 164.00 20.00 23.50 36.50 2.38 3.06 249.44 26.36 12.64 1,428.39 ------
07/02/20 23.20 0.76 5.80 1.70 0.00 6.50 37.96 21.05 17.95 308.69 78.4%78.4%
06/08/21 25.30 0.41 8.80 0.44 0.00 6.10 41.05 20.15 18.85 350.56 -13.6%75.5%
02/14/22 26.1 0 1.3 0 0 6.6 34.00 23.69 15.31 235.82 32.7% 83.5%
11/10/22 39.7 0.621 1.89 0.706 1.62 9.23 53.77 25.24 13.76 335.17 -42.1%76.5%
06/12/23 34.6 3.76 1.81 10.6 1.1 11.3 63.17 24.28 14.72 421.26 -25.7%70.5%
09/21/23 29.40 3.07 1.24 9.36 0.00 6.8 49.87 25.58 13.42 303.20 28.0% 78.8%
Date
Average Water
Column Height
(ft.)
11/13/12 11.71
07/02/20 15.61
06/08/21 16.24
02/14/22 15.33
11/10/22 13.76
06/12/23 13.81
09/21/23 13.42
Notes:
• Area of the contaminant plume is calculated from Figure #6
• The January 2014 CSA report ground water data was used to create the baseline event for the purposes of this calculation. Ground water samples were collected on 11/13/12 and 3/12/13.
• Height of the water column is calculated by subtracting the average depth to water from the average well depth of the referenced monitoring wells
• Volume of the contaminant plume is calculated by multiplying the area of the plume by the average height of the water column during each sampling event
• Effective porosity is assumed based on the sub-surface soil profile obtained from well construction records and soil boring logs
• Total mass was calculated by multiplying the total contaminant concentrations for the sampling event with effective volume
• When areas couldn’t be sampled, the last known concentrations were used in the calculations.
• Monitoring wells MW-4 and MW-15 were not included in the baseline sampling event and are not included in the baseline water column height.
62,404 47.6%65.4%
Area 3 MW-3
Percent Reduction Compared
to Previous Event
---180,373
Total Contaminant Mass
(g)Percent Reduction To Date
119,159 -10.3%33.9%
-10.0%-10.0%
-26.9%-49.8%228,942
15.2%
108,006 52.8%40.1%
152,881 22.9%
198,324
---