MO-8302_36860_CA_MRP_20231006

3502 Hayes Road • Monroe, North Carolina 28110
113 West Firetower Road, Suite G • Winterville, North Carolina 28590
Phone [phone] • [phone] • Fax [phone]
October 9, 2023

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

Re: Ground Water Monitoring Report
September 2023
Handy mart
3166 N.C. Highway 16 South
Maiden, Catawba County
North Carolina
Facility ID Number: 00-0-0000004981
Incident Number: 36860
GRI Project Number: 3622

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.

Leslie Maxtone-Graham
Administrative Assistant

Enclosure

Cc: Mr. Ram Singh Dass; Ramji, Inc., file

3502 Hayes Road • Monroe, North Carolina 28110
113 West Firetower Road, Suite G • Winterville, North Carolina 28590
Phone [phone] • [phone] • Fax [phone]
Engineering Certification: C-2727 • Geology Certification: C-127
Ground Water Monitoring Report
September 2023
Handy Mart
3166 N.C. Highway 16 South
Maiden, Catawba County
North Carolina
Facility ID Number: 00-0-0000004981
Incident Number: 36860
GRI Project Number: 3622

Prepared for:

Mr. Ram Singh Dass
Ramji, Inc.
2650 Soco Road
Maggie Valley, North Carolina 28571-8803

October 6, 2023

Joanna Alley, P.E.
Project Manager

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Ground Water Monitoring Report
Prepared on: October 6, 2023 Handy Mart
Project Manager: Joanna Alley, P.E. GRI Project No. 3622
i
EXECUTIVE SUMMARY
Handy Mart is located at 3166 N.C. Highway 16 South in Maiden, Catawba County, North Carolina. The
site is currently owned by Mr. Ram Singh Dass and is a former petroleum retail facility. A release was
discovered in October 2010 in the area of the former kerosene dispenser. In February 2013, the 2,000-
gallon kerosene UST along with the associated dispenser and piping were removed. In March 2017, three
6,000-gallon gasoline and one orphan USTs were removed from the site by the NCDOT. Currently, no
USTs are active at the site. The adjoining properties are a mixture of commercial and residential
properties. Twenty-one water supply wells, including two community wells, were identified within 1,000-
feet from the site. A GAC unit has been installed at the residence utilizing WSW-2, which is located
approximately 320 feet northeast of the site.

A CAP has not yet been developed for the site. ORC socks were installed in several monitoring wells in
May 2018 to reduce contaminant concentrations.

On September 19, 2023, six monitoring wells and one water supply well were gauged, purged and/or
sampled. MW-2R was dry and therefore not sampled. Free product was not encountered onsite. The
concentration of benzene in the sample collected from MW-1R exceeded the MAC. All of the reported
contaminant concentrations were below the GCLs.

Based on this information, the risk classification for the site should remain high risk. The ORC socks
installed in the wells were returned to the well after it was sampled. GRI recommends another round of
semi-annual ground water sampling at the site to determine if contaminant concentrations continue to
decrease. The next sampling event is tentatively scheduled for March 2024.

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Ground Water Monitoring Report
Prepared on: October 6, 2023 Handy Mart
Project Manager: Joanna Alley, P.E. GRI Project No. 3622
ii
SITE INFORMATION
1. Site Identification
 Handy Mart (Facility ID 00-0-0000004981)
 Incident Number 36860 – High Risk
 Location of Source Area: 3166 N.C. Highway 16 South
Maiden, NC 28650
Catawba County
35.6256057 °N, 81.1482837°W (Topographical Map)
2. Information about Contacts Associated with the Leaking UST System

UST Owner
Ramji, Inc.
2650 Soco Road
Maggie Valley, NC 28751
Email Address Unknown
828-244-6369

UST Operator
Ramji, Inc.
2650 Soco Road
Maggie Valley, NC 28751
Email Address Unknown
828-244-6369

Property Owner
Ram Singh Dass
2650 Soco Road
Maggie Valley, NC 28571-8803
No Email
828-926-9684

Property Occupant
Vacant Lot
Address: n/a
Email Address: n/a
Phone Number: n/a

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

Analytical Laboratory
Waypoint Analytical, LLC
449 Springbrook Road
Charlotte, NC 28217
State Certification No. 37735, 402
704-529-6364
3. Information about Release
 Release was discovered in October 2010.
 An unknown amount of product was released from a leaking product line or dispenser associated
with the kerosene UST.
 One 2,000-gallon kerosene UST was removed in February 2013 and three 6,000-gallon gasoline
USTs and one orphan UST were removed from the site in March 2017.

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Ground Water Monitoring Report
Prepared on: October 6, 2023 Handy Mart
Project Manager: Joanna Alley, P.E. GRI Project No. 3622
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
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 6, 2023 Handy Mart
Project Manager: Joanna Alley, P.E. GRI Project No. 3622
TABLE OF CONTENTS
EXECUTIVE SUMMARY ....................................................................................................................... i
SITE INFORMATION ............................................................................................................................ 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 ........................................................................................................5
4.0 NATURAL ATTENUATION / NATURAL SOURCE ZONE DEPLETION STATUS ..................................5
5.0 CONCLUSIONS .........................................................................................................................5
6.0 LIMITATIONS ...........................................................................................................................5
7.0 STATEMENTS AND CERTIFICATION ...........................................................................................5

FIGURES
Figure 1: Site Location Map
Figure 2: Site Map
Figure 3A: Site Vicinity Map
Figure 3B: Zoning Map
Figure 4: Water Table Surface Map
Figure 5: Ground Water Quality Map
Figure 6: Contaminant Mass Area Map

TABLES
Table 1: UST Owner and Operator Information
Table 2: UST System Information
Table 3: Receptor Information
Table 4: Adjacent Property Owner Information
Table 5: Well Construction and Gauging Information
Table 6: Summary of Ground Water Sample Analytical Results

APPENDICES
Appendix A: State Correspondence
Appendix B: Land Use Information
Appendix C: NCDEQ Incident Reports
Appendix D: Historical Soil Quality Information
Appendix E: Laboratory Analytical Report
Appendix F: Contaminant Mass Calculations

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Ground Water Monitoring Report
Prepared on: October 6, 2023 Handy Mart
Project Manager: Joanna Alley, P.E. GRI Project No. 3622
1
1.0 SITE HISTORY AND CHARACTERIZATION
GRI presents the results of the September 2023 ground water sampling event at the Handy Mart site;
located at 3166 N.C. Highway 16 South in Maiden, Catawba County, North Carolina. A topographic map
showing the general site location and the surrounding area is included as Figure 1. These activities were
conducted in accordance with GRI Proposal No. 23-355, which was submitted to the NCDEQ on June 29,
2023, and was approved as Task Authorization No. 36860-36 on June 29, 2023. State correspondence is
included as Appendix A.

The site is currently owned by Mr. Ram Singh Dass and is a former petroleum retail facility. Please note
that the building was demolished, and the land was bulldozed by the NCDOT in order to expand NC
Highway 16. A release was discovered in October 2010 in the area of the kerosene dispenser. It is unknown
what led to the discovery of the release; however, it is assumed to be from a property transaction. In
February 2013, the 2,000-gallon kerosene UST along with the associated dispenser and piping were
removed. In March 2017, three 6,000-gallon gasoline USTs were removed from the site by the NCDOT.
Currently, no USTs are active at the site. UST owner/operator information and UST system information
are included as Tables 1 and 2, respectively. The Registered Tank Report is shown below:

The site and surrounding area are a mixture of commercial and residential properties. A copy of the Land
Use table is included as Appendix B. The site is currently vacant after the NCDOT demolished the building
in order to expand NC Highway 16. An unnamed tributary of the Hagen Fork River is located
approximately 450 feet to the north of the site. Fourteen Type II monitoring wells (MW-1 through MW-
10 and MW-1R through MW-4R) and one Type III monitoring well (TW-1) were installed at the site during
previous ground water assessment activities. Monitoring well MW-6 was abandoned prior to the NCDOT
expansion project. Monitoring wells MW-1 through MW-5, MW-7 and MW-8 were either destroyed or

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Ground Water Monitoring Report
Prepared on: October 6, 2023 Handy Mart
Project Manager: Joanna Alley, P.E. GRI Project No. 3622
2
buried during NCDOT 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 a previous consultant as part of the February 2013 Phase
I LSA activities and updated by GRI on September 6, 2022. Twenty-one water supply wells, including two
community wells, were identified within 1,000 feet from the site. Municipal water will be available to the
site and some of the surrounding area by November 2022; however, municipal water will not be available
on Cordia Circle or Olivers Cross Road and the water main running from NC Highway 16 along Providence
Mill Road ends at 2380 Providence Mill Road (shortly before the intersection of Providence Mill Road and
Olivers Cross Road). Water supply well WSW-2, located approximately 320 feet northeast of the site, has
been sampled several times and contaminants of concern have been reported to exceed the MACs for
aromatic-range hydrocarbons, even though a GAC unit has been installed at the residence that utilizes
WSW-2. Receptor 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.

Two incidents (Incident Nos. 40713 and 40495) have been reported on two adjacent properties. Incident
40713 was closed in 2017, and incident 40495 was closed in 2022. Incident 40495 has reportedly had GCL
exceedances of benzene, EDB, and 1,2-DCA in ground water samples taken onsite. Given the direction of
historical ground water flow at the current site, it is believed that these two releases are comingled. It is
not known which release may have caused or contributed to the hydrocarbons detected in WSW-2. Copies
of the NCDEQ Incident Reports is included as Appendix C. A map showing the locations of additional
incidents in the vicinity of the site is shown below:

A CAP has not been submitted for the site. ORC socks were installed in September 2022 to reduce
contaminant concentrations in site monitoring wells MW-1R and MW-2R.

Based on this information, the site was classified as High Risk and a CSA was conducted in 2015. Based on
recent contaminant concentrations at the site, the site should remain high risk until contaminant
concentrations have been reduced to below the MACs.

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Ground Water Monitoring Report
Prepared on: October 6, 2023 Handy Mart
Project Manager: Joanna Alley, P.E. GRI Project No. 3622
3

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
and soil excavation information is included as Appendix D.

On April 3, 2023, six Type II monitoring wells (MW-1R through MW-4R, MW-9 and MW-10) and one Water
Supply Well (WSW-2) were gauged, purged and/or sampled in accordance with the NCDEQ guidelines.
MW-2R was dry and therefore not sampled. Free product was not observed at the site. Depths to ground
water in the Type II monitoring wells ranged from 26.02 feet to 29.69 feet. Ground water elevations in
the Type II monitoring wells ranged from 69.52 feet to 71.63 feet. Ground water flow was generally to
the north-northeast with a horizontal gradient of approximately 0.03 feet per foot. 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-1R 15 - 30 30 100.00 28.37 --- 71.63
MW-2R 15 - 30 30 102.42 NM NM NM
MW-3R 15 - 35 35 98.52 27.50 --- 71.02
MW-4R 15 - 30 30 97.30 26.02 --- 71.28
MW-9 20 - 35 35 99.07 29.55 --- 69.52
MW-10 20 - 35 35 99.69 29.69 --- 70.00

Ground water samples collected from the monitoring wells were submitted for laboratory analyses using
EPA Method 602, EPA Method 625 with 10 TICs, and MADEP VPH and EPH. The concentration of benzene
reported in the ground water sample collected from MW-1R exceeded the MAC. All of the reported
contaminant concentrations were below the GCLs. A summary of the analytical results for ground water
samples collected on September 19, 2023, is included in Table 6. A Ground Water Quality Map based on
the September 2023 data is included as Figure 5. A complete report of laboratory analyses of the ground
water samples collected from the monitoring wells during the September 2023 sampling event has been
included as Appendix E. A summary of the current ground water analytical data is shown below:
Contaminant
of Concern → Benzene Toluene Ethylbenzene Xylenes MTBE Naphthalene Well ID
MACs (μg/l) 1 600 600 500 20 6
GCL (μg/l) 5,000 260,000 80,000 50,000 20,000 6,000
MW-1 1.08 0.321 J <0.170 <0.210 7.62 <0.470
MW-2 NS NS NS NS NS NS
MW-3 <0.180 <0.220 <0.170 <0.210 0.385 J <0.470
MW-4 <0.180 <0.220 <0.170 <0.210 <0.140 <0.470
MW-9 0.214 J <0.220 <0.170 <0.210 2.60 <0.470

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Ground Water Monitoring Report
Prepared on: October 6, 2023 Handy Mart
Project Manager: Joanna Alley, P.E. GRI Project No. 3622
4
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
MW-10 <0.180 <0.220 <0.170 <0.210 <0.140 <0.470
WSW-2 <0.180 <0.220 <0.170 <0.210 <0.140 <0.470

The baseline contaminant mass at the site was determined based on the total BTEX, MTBE and
naphthalene concentrations from the September 2015 ground water sampling event as well as the
maximum historical water column height observed in each area. The contaminant plume was divided into
two areas (Areas 1 and 2) based on the benzene concentrations during the September 2015 ground water
sampling event. The contaminant mass has been reduced by 88.7% and 98.9% in Areas 1 and 2,
respectively. Contaminant mass calculations are included as Appendix F. A map of the contaminant mass
areas is included as Figure 6. A chart depicting the overall declining trend in contaminant mass is shown
below:

The site is in the Piedmont Physiographic Province of North Carolina. The water table has a seasonal high
depth to water of approximately twenty-two to thirty-six feet BGS.

A CAP has not yet been developed for the site. ORC socks were installed in several monitoring wells in
May 2018 to reduce contaminant concentrations.
0.00
2.00
4.00
6.00
8.00
10.00
12.00
14.00
0.0
20.0
40.0
60.0
80.0
100.0
120.0
140.0
160.0
180.0
Average Depth to Water (ft.)Contaminant Mass (grams)Time
Total Contaminant Mass vs. Time
Handy Mart (Incident No. 36860)
Total Contaminant Mass
(g)
Average Water Column Height
(ft)

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Ground Water Monitoring Report
Prepared on: October 6, 2023 Handy Mart
Project Manager: Joanna Alley, P.E. GRI Project No. 3622
5
3.0 FREE PRODUCT REMOVAL
Free product has historically not been present at the site.
4.0 NATURAL ATTENUATION / NATURAL SOURCE ZONE DEPLETION STATUS
No natural attenuation monitoring plan is currently in place at the site.
5.0 CONCLUSIONS
• On September 19, 2023, six Type II monitoring wells and one water supply well were gauged,
purged and/or sampled. Ground water flow was generally to the north-northeast with a
horizontal gradient of approximately 0.03 feet per foot.
• The concentration of benzene reported in the ground water sample collected from MW-1R
exceeded the MAC. All of the reported contaminant concentrations were below the GCLs.
• Based on this information, the risk classification for the site should remain high risk. The ORC socks
installed in the wells were returned to the well after it was sampled. GRI recommends another
round of semi-annual ground water sampling at the site to determine if contaminant
concentrations continue to decrease. The next sampling event is tentatively scheduled for
October 2023.
6.0 LIMITATIONS
This report has been prepared for the exclusive use of Ramji, Inc. 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 are presented in this report are 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 these data.
7.0 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

FIGURES
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SITE
366903200728
366903202396
366801292953
366903203516
366801180735
366801096597
366801299004
366801187692
366903106156
366801189912
366801291367
366801195290
366801191698
366903102154
366801190118
366801199725
366903103325
366801183984366801191368366801192086
366801281767366801195741
366801194454366801193158
366801197525
366903009029
3668011933623
6
68
0
1
1
9
0
9
5
6
WSW-9
WSW-8 WSW-7
WSW-6
WSW-5
WSW-4
WSW-3
WSW-2
WSW-1
WSW-23
WSW-22
WSW-21
WSW-20
WSW-19
WSW-18
WSW-17
WSW-16
WSW-15
WSW-14
WSW-13
WSW-12
WSW-11
WSW-10
Hagan Fork
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utary
NC 16 HWYBALLS C R E EK RDCORDIA CIRPRO VID E N C E M ILL R DPEGE LN
OLIVERS CROSS RDTAILWATER RD ROWE SCHRUM LNSPRING LAKE DRFIGURE 3A: SITE VICINITY MAPHANDY MART3166 NC HIGHWAY 16 SOUTHMAIDEN, CATAWBA COUNTYNORTH CAROLINAINCIDENT NO. 36860GRI NO. 3622
PREPARED BY:GEOLOGICAL RESOURCES, INC.JULY 20, 2019
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
CATCO_RoadCenterlines
CATCO_Streams
Well Owners and Adjacent Properties
CATCO_Parcels
SITE
WSW-9
WSW-8 WSW-7
WSW-6
WSW-5
WSW-4
WSW-3
WSW-2
WSW-1
WSW-23
WSW-22
WSW-21
WSW-20
WSW-19
WSW-18
WSW-17
WSW-16
WSW-15
WSW-14
WSW-13
WSW-12
WSW-11
WSW-10
Hagan Fork
U
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k
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o
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y
U
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utary
NC 16 HWYBALLS C R E EK RDCORDIA CIRPRO VID E N C E M ILL R DPEGE LN
OLIVERS CROSS RDTAILWATER RD ROWE SCHRUM LNSPRING LAKE DRFIGURE 3B: ZONING MAPHANDY MART3166 NC HIGHWAY 16 SOUTHMAIDEN, CATAWBA COUNTYNORTH CAROLINAINCIDENT NO. 36860GRI NO. 3622
PREPARED BY:GEOLOGICAL RESOURCES, INC.JULY 20, 2019
1,500-FOOT RADIUS
1,000-FOOT RADIUS 250-FOOT RADIUS
³
0 300150Feet1 inch = 300 feet
500-FOOT RADIUS
LEGEND
ZONING - R-40
ZONING - HC
ZONING - RC
CATCO_RoadCenterlines
CATCO_Streams
"J Water Supply Well
CATCO_Parcels

TABLES
UST ID Number 1 through 3 Facility ID Number
Owner or Operator?
Owner/Operator
UST ID Number 4 Facility ID Number
Owner or Operator?
Owner/Operator
UST ID Number 1 through 3 Facility ID Number
Owner or Operator?
Owner/Operator
UST ID Number 4 Facility ID Number
Owner or Operator?
Owner/OperatorShell Brothers Distributors 5/08/1985 - 03/30/2006
Address Telephone Number
Post Office Box 275, Taylorsville, NC 28681 [phone]
Name of Owner or Operator Dates of Ownership / Operation
2650 Soco Road, Maggie Valley, NC 28751 [phone]
0-004981
Name of Owner or Operator Dates of Ownership / Operation
Shell Brothers Distributors 5/11/1972 - 03/30/2006
Address Telephone Number
Post Office Box 275, Taylorsville, NC 28681 [phone]
0-004981
Address Telephone Number
Ramji, Inc. 03/30/2006 - 03/10/2017
Address Telephone Number
2650 Soco Road, Maggie Valley, NC 28751 [phone]
0-004981
Name of Owner or Operator Dates of Ownership / Operation
Ramji, Inc. 03/30/2006 - 2/14/2013
TABLE 1
UST OWNER/OPERATOR INFORMATION
HANDY MART (INCIDENT NO 36860)
0-004981
Name of Owner or Operator Dates of Ownership / Operation
Page 1 of 1
Date: 07/01/19 Facility ID # : 0-004981
Was Release
Associated
with UST
System?
(Yes / No)
1 Gasoline Gasoline 6,000 5/11/72 Single Wall Steel 8' x 16' Other
Removed
(03/10/17)No
2 Gasoline Gasoline 6,000 5/11/72 Single Wall Steel 8' x 16' Other
Removed
(03/10/17)No
3 Gasoline Gasoline 6,000 5/11/72 Single Wall Steel 8' x 16' Other
Removed
(03/10/17)No
4 Kerosene Kerosene 2,000 5/08/85 Single Wall Steel 64" x 12' Other
Removed
(02/14/13)Yes
Note:
• According the the NCDEQ Registered Tank Database, UST Nos. 1-3 are still in use; however, these USTs were removed
by the NCDOT.
Date
Installed
Tank
Dimensions
TABLE 2
UST SYSTEM INFORMATION
HANDY MART (INCIDENT NO 36860)
UST
ID
No.
Current
or Most
Recent
Contents
Previous
Contents
Construction
Details
Description of
Associated
Product Piping
and
Pumps
Status
of
UST
Capacity
(gallons)
Page 1 of 1
Facility ID #: 0-004981
Well ID. Parcel ID No.Well Owner Mailing Address Well Address
Well Use
(Potable / Non-
Potable
etc.)
Connected to
Municipal Water
Yes/No
Municipal
Water
Available
Yes/No
Distance from
source area of
release
(ft.)
WSW-1 366801194454 NC Department of Transportation 1546 Mail Service Center
Raleigh, NC 27699-1546
3149 South NC Highway 16
Newton, NC 28658 Potable No Yes 280' W
WSW-2 366801199725 Robert M. and Clarissa A. Weidert 3117 Balls Creek Road
Newton, NC 28658
3117 Balls Creek Road
Newton, NC 28658 Potable No Yes 320' NE
WSW-3 366801195741 John T. Furmage, Jr.2618 Birch Lane
Burlington, NC 27215
3152 South NC Highway 16
Newton, NC 28658 Non-Potable Yes Yes 320' NW
WSW-4 366801195290 Ka Thao 3171 South NC Highway 16
Maiden, NC 28650
3171 South NC Highway 16
Maiden, NC 28650 Potable No Yes 350' S
WSW-5 366801193362 Jessica C. Moreno 2370 Providence Mill Road
Newton, NC 28658
2370 Providence Mill Road
Newton, NC 28658 Potable No Yes 420' SW
WSW-6 366801193158 Casey L. Whitener 2380 Providence Mill Road
Newton, NC 28658
2380 Providence Mill Road
Newton, NC 28658 Potable No Yes 550' SW
WSW-7 366801299004 Ethan Goins and Candice S. Sholtes 128 Parkstone Drive
Troutman, NC 28166
3090 Balls Creek Road
Newton, NC 28658 Not in Use Yes Yes 550' E
WSW-8 366801191368 Oak Tree Holding LLC P.O. Box 328
Huntersville, NC 28078
2377 Providence Mill Road
Newton, NC 28658 Potable No Yes 600' SW
WSW-9 366801192086 Brady J. Jordan and Abbi P. Gwyn 2398 Providence Mill Road
Newton, NC 28658
2398 Providence Mill Road
Newton, NC 28658 Potable No No 740' SW
WSW-10 366801183984 Allen B. and Linda Barber 2414 North Olivers Cross Road
Newton, NC 28658
2414 North Olivers Cross Road
Newton, NC 28658 Potable No No 790' SW
WSW-11 366801190956 NC Department of Transportation 1546 Mail Service Center
Raleigh, NC 27699-1500
3107 South NC Highway 16
Newton, NC 28658 Potable No Yes 810' NW
WSW-12 366801190118 Benjamin B. Young 2419 Providence Mill Road
Newton, NC 28658-9664
2415 Providence Mill Road
Newton, NC 28658 Potable No Yes 870' SW
WSW-13 366903103325 Spring Lake Community, LLC 4235 Deepwood Lane
Toledo, OH 43614-5515
2256 Tailwater Road
Newton, NC 28658
Potable
(community well)No Yes 900' NW
WSW-14 366903102154 Nathan D. and Laurinda M. Burden 3104 South NC Highway 16
Newton, NC 28658
3104 South NC Highway 16
Newton, NC 28658 Potable No Yes 920' NW
WSW-15 366801281767 Timothy M. Carter 3225 South Highway 16
Newton, NC 28658
3225 South Highway 16
Newton, NC 28658 Potable No Yes 950' SE
WSW-16 366903009029 NC Department of Transportation 1546 Mail Service Center
Raleigh, NC 27699-1546
3101 South NC Highway 16
Newton, NC 28658 Potable No Yes 965' NW
WSW-17 366801096597 George G. and Mary Beth S. Young 2419 Providence Mill Road
Newton, NC 28658
2419 Providence Mill Road
Newton, NC 28658 Potable No No 975' W
WSW-18 366801187692 Providence Mill, Inc.P.O. Box 311
Newton, NC 28658
3148 Pege Lane
Newton, NC 28658
Potable
(community well)No No 985' SW
WSW-19 366801292953 MACAI, LLC 3385 Rant Drum Road
Maiden, NC 28650
2328 Cordia Circle
Newton, NC 28658 Potable No No 685' NE
WSW-20 366903202396 Stephen T. and Sarah G. Sharpe 3824 Cool Branch Drive
Maiden, NC 28650
2280 Cordia Circle
Newton, NC 28658 Potable No No 1,000' NNE
WSW-21 366903200728 Jimmie R. Beal 2241 Cordia Circle
Newton, NC 28658
2241 Cordia Circle
Newton, NC 28658 Potable No No 1,195' N
WSW-22 366903203516
Jose E. Cruz and
Iris J. Garcia-Cruz
14406 Arbor Ridge Drive
Charotte, NC 28273-8881
2262 Cordia Circle
Newton, NC 28658 Potable No No 1,175' NNE
WSW-23 366801180735 Frances H. Bass 6806 Little Mountain Road
Sherrills Ford, NC 28673
2406 Providence Mill Road
Maiden, NC 28650 Potable No No 940' SW
Notes:
• Water supply wells are keyed to Figure 3A.
• Ft. BGS : Feet below ground surface
• Well use, municipal water connections and distance from the source area obtained from the Phase I LSA submitted by GeoSci on January 14, 2014
• Property owner information verified December 2021.
TABLE 3
RECEPTOR INFORMATION
HANDY MART (INCIDENT NO 36860)
Date: 10/14/22
Page 1 of 1
Date: 10/14/22 Facility ID #: 0-004981
Parcel ID No. Property Owner Name Mailing Address
366801197525 (Site) Dass, Ram Singh
2650 Soco Road
Maggie Valley, NC 28751-8803
366801291367 Moore Investments of NC, LLC
2671 Walnut Street
Newton, NC 28658
366801189912 Christopher Thomas Yang and
Mai See Cindy Vang
1171 96th Ln NE,
Blaine, MN 55434-3489
366903106156 MHM Properties of NC LLC
4643 S NC Hwy 16,
Maiden, NC 28650-8929
366801199725 Robert M. Weidert and
Clarissa A. Weidert
3117 Balls Creek Road
Newton, NC 28658
366801195741 John Tolar Fumage Jr.
2816 Birch Lane
Burlington, NC 27215
366801191698 Endeavor Farms, Inc
28821 Bethlehem Church Road
Oakboro, NC 28129
366801194454 NC Department of Transportation
1546 Mail Service Center
Raleigh, NC 27699-1546
366801195290 Ka Thao
3171 South NC Highway 16
Maiden, NC 28650
Note:
• Properties are keyed to Figure 3A.
TABLE 4
ADJACENT PROPERTY OWNER INFORMATION
HANDY MART (INCIDENT NO 36860)
Page 1 of 1
Date: 10/03/23
Well ID
Date
Installed
(m/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
10/08/14 29.04 ---70.96
09/23/15 31.56 ---68.44
06/29/16 25.51 ---74.49
12/05/16 29.19 ---70.81
12/04/17 30.95 ---69.05
05/07/18 25.93 ---74.07 ORC Sock Install
05/24/18 26.14 ---73.86
11/06/18 26.67 ---73.33
05/30/19 24.11 ---75.89
11/19/19 29.53 ---70.47
06/03/20 28.72 --- 71.28 ORC Sock Removed
10/19/21 26.12 ---73.88
04/05/22 26.65 ---73.35
09/06/22 29.16 ---70.84 ORC Sock Install
10/06/22 29.39 ---70.61
04/03/23 24.87 ---75.13
09/19/23 28.37 ---71.63
10/08/14 28.80 ---71.38
09/23/15 31.41 ---68.77
06/29/16 25.21 ---74.97
12/05/16 28.93 ---71.25
12/04/17 30.88 ---69.30
05/07/18 25.41 ---74.77 ORC Sock Install
05/24/18 25.87 ---74.31
11/06/18 26.42 ---73.76
05/30/19 23.75 ---76.43
11/19/19 30.64 ---69.54
06/03/20 29.64 --- 70.54 ORC Sock Removed
10/19/21 27.50 ---74.92
04/05/22 27.94 ---74.48
09/06/22 29.70 ---72.72 ORC Sock Install
10/06/22 NM NM NM Dry
04/03/23 26.32 ---76.10
09/19/23 NM NM NM Dry
10/08/14 27.81 ---70.52
09/23/15 30.35 ---67.98
06/29/16 24.29 ---74.04
12/05/16 27.95 ---70.38
12/04/17 29.98 ---68.35
05/07/18 26.08 ---72.25 ORC Sock Install
05/24/18 25.76 ---72.57
11/06/18 26.18 ---72.15
05/30/19 22.51 ---75.82
11/19/19 30.74 ---67.59
06/03/20 NM ---NM ORC Sock Stuck
10/19/21 25.09 ---73.43
04/05/22 26.11 ---72.41
10/06/22 28.37 ---70.15
04/03/23 24.13 ---74.39
09/19/23 27.50 ---71.02
10/08/14 95.85 25.69 ---70.16
09/23/15 28.19 ---67.73
06/29/16 22.25 ---73.67
12/05/16 25.04 ---70.88
12/04/17 27.73 ---68.19
05/24/18 22.74 ---73.18
11/06/18 23.06 ---72.86
05/30/19 20.08 ---75.84
11/19/19 35.29 ---60.63
06/03/20 33.28 ---62.64
10/19/21 24.48 ---72.82
04/05/22 24.43 ---72.87
10/06/22 26.75 ---70.55
04/03/23 23.33 ---73.97
09/19/23 26.02 ---71.28
09/23/15 31.62 ---69.47
06/29/16 25.43 ---75.66
12/05/16 29.21 ---71.88
12/04/17 31.54 ---69.55
09/23/15 31.58 ---70.13
06/29/16 25.20 ---76.51
12/05/16 29.09 ---72.62
12/04/17 NM NM NM Abandoned
09/23/15 30.81 ---69.78
12/05/16 28.29 ---72.30
12/04/17 30.51 ---70.08
MW-4
2510/07/14
2010/07/14
TABLE 5
WELL CONSTRUCTION AND GAUGING INFORMATION
HANDY MART (INCIDENT NO 36860)
Facility ID #: 0-004981
MW-1 100.003525-352512/03/13
MW-5
MW-2
20-352009/22/15MW-7 100.5935
25-352510/07/14
98.333525-35
15-30 30 102.42
100.1835
95.9235
101.0935
101.7135
MW-4R 10/18/21 15 15-30
20-352009/22/15
20-3509/22/15MW-6 20
30 97.30
98.523515-35
20-35
1510/18/21MW-3R
MW-2R 10/18/21 15
MW-3
MW-1R 100.003015-301510/18/21
Page 1 of 2
Date: 10/03/23
Well ID
Date
Installed
(m/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
HANDY MART (INCIDENT NO 36860)
Facility ID #: 0-004981
09/23/15 27.15 ---70.30
12/05/16 24.83 ---72.62
12/04/17 26.61 ---70.84
03/07/22 29.86 ---69.21
04/05/22 28.13 ---70.94
10/06/22 30.42 ---68.65
04/03/23 25.05 ---74.02
09/19/23 29.55 ---69.52
03/07/22 29.28 ---70.41
04/05/22 28.29 ---71.40
10/06/22 30.56 ---69.13
04/03/23 24.50 ---75.19
09/19/23 29.69 ---70.00
09/23/15 31.12 ---67.46
12/05/16 NM NM NM Well Not Found
12/04/17 30.69 ---67.89
05/07/18 26.66 ---71.92 ORC Sock Install
05/24/18 26.52 ---72.06
11/06/18 27.04 ---71.54
05/30/19 23.08 ---75.50
11/19/19 34.94 ---63.64
06/03/20 36.31 --- 62.27 ORC Sock Removed
T-1 09/22/15 09/23/15 20 20-35 35 99.92 29.47 ---70.45 Abandoned
T-2 09/22/15 09/23/15 20 20-35 35 97.94 29.90 ---68.04 Abandoned
T-3 09/22/15 09/23/15 20 20-35 35 95.81 28.91 ---66.90 Abandoned
Notes:
7570-757009/09/15
• DOT abandoned MW-6 prior to site activities due to road widening activities.
• Elevations are measured from an arbitrary datum of 100.00 feet.
• NM: Not Measured
TW-1 98.58
• ft BGS : Feet below ground surface.
10-301009/22/15 97.45
99.69
99.0735
30
MW-10 03/07/22 20 20-35 35
20-352003/07/22MW-9
MW-8
Page 2 of 2
Date: 04/26/23 Facility ID #: 0-004981
Well
ID
Date Sampled
(mm/dd/yy)
1 600 600 500 20 6 70 1 30 400 700 200 700 10,000 200
5,000 260,000 80,000 50,000 20,000 6,000 70,000 1,000 12,000 NE NE NE NE NE NE
12/05/13 3.0 <1 3.0 32 <5 NR <5 42 34 120 896 573 3,410 <100 465
10/08/14 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
09/23/15 2.3 <0.17 0.37 J <0.43 17.1 3.3 10.4 4.3 J 4.0 J 352 <35 284 167 J <98 815
06/29/16 7.5 0.23 J 3.2 1.0 J 15.7 11.8 8.3 NR 3.6 J 162 238 268 908 <110 350
12/05/16 2.5 <0.13 0.35 J <0.31 16.8 <0.13 9.4 <0.51 <0.57 219 91.6 J 146 <100 <100 390
12/04/17 3.6 <0.13 0.25 J <0.25 39.6 <0.13 15.1 <0.53 <0.60 440 <35 189 <48 <48 202
05/24/18 1.1 <0.13 0.29 J 0.26 J 6.4 2.7 3.0 <0.50 <0.57 <35 <35 112 <47 <47 282
11/06/18 2.1 <0.13 0.27 J <0.25 4.4 1.6 2.9 0.90 J 0.96 J <35 47.8 J 167 <50 <50 344
05/30/19 14.4 0.31 J 4.8 2.5 4.3 24.9 1.6 5.5 4.7 J 88.2 J 107 312 <50 <50 446
11/19/19 3.4 <0.13 0.40 J <0.25 3.4 1.8 1.4 0.59 J <0.61 90.0 J 66.0 J 140 <51 <51 271
06/03/20 35.4 0.28 J 10.7 3.6 14.7 41.9 3.6 9.5 8.5 64.5 J 86.5 J 295 <53 <53 288
10/19/21 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.50 <0.57 <35 <35 <35 <48 55.7 J B <76*
04/05/22 34.4 <0.63 <0.63 5.0 J 24.0 1.2 J 6.1 <0.52 <0.59 72.2 J <35 53.0 J <50 50.6 JB 223
10/06/22 0.96 <0.13 <0.13 <0.25 <0.13 <0.13 2.4 NR NR 107 79.5 J 33.3 J NR NR NR
04/03/23 <0.180 <0.220 <0.170 <0.210 4.18 <0.470 1.01 <1.25 <0.732 <11.5 <25.8 <4.02 NS NS NS
09/19/23 1.08 0.321 J <0.170 <0.210 7.62 <0.470 2.27 NR NR 17.2 J 18.6 J 39.9 J 9.95 J 9.95 J NR
10/08/14 107 0.97 J 0.54 J 2.3 J 77.8 3.2 35.0 1.1 J 0.79 J 1,310 171 140 <100 <100 260
09/23/15 63.9 0.56 <0.15 2.8 62.3 3.4 23.0 0.69 J <0.56 1,020 73.2 J 113 <110 <110 760
06/29/16 62.3 0.76 10.1 1.8 103 3.7 33.2 NR 0.79 J 496 77.2 J 227 <110 <110 320
12/05/16 113 0.71 1.8 1.9 111 4.1 37.3 1.1 J 0.80 J 628 131 175 <100 <100 1,030
12/04/17 122 0.82 0.41 J 0.94 J 114 2.9 30.3 2.3 J 1.9 J 1,190 E 212 163 <48 <48 146 J
05/24/18 6.6 0.20 J <0.13 0.31 J 31.4 0.30 J 9.5 <0.50 <0.57 179 <35 52.0 J <47 <47 393
11/06/18 7.8 0.24 J <0.13 2.6 16.9 0.32 J 6.1 <0.52 <0.59 244 <35 580 <50 <50 307
05/30/19 337 20.8 647 339 49.0 47.6 16.7 3.3 J 5.1 682 328 786 54.4 J <49 306
11/19/19 376 4.4 J 5.3 65.2 68.3 27.6 14.9 3.0 J 4.2 J 485 157 267 <50 <50 229
06/03/20 50.0 2.0 31.1 123 37.5 5.7 9.4 0.71 J 0.77 J 240 112 207 <53 <53 276
10/19/21 12.0 0.42 J 29.1 44.4 <0.13 8.8 1.2 3.9 J 8.4 289 <35 747 <49 56.1 J B 224*
04/05/22 14.4 <0.25 61.1 20.2 2.7 20.9 1.7 5.8 11.7 197 <35 222 <50 <50 259
10/06/22 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
04/03/23 2.09 0.295 J 1.23 <0.210 8.21 <0.470 3.95 <1.25 <0.732 54.3 J 90.4 58.4 NS NS NS
09/19/23 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
10/08/14 500 <2.0 3.7 J 21.1 J 580 68.6 148 10.9 22.1 649 123 284 242 <99 357
09/23/15 622 1.7 1.7 19.7 630 65.1 196 15.3 27.3 2,540 <35 512 <100 <100 901
06/29/16 178 <1.3 <1.3 4.9 J 205 48.4 54.0 NR 22.9 766 36.5 J 337 146 J <94 388
12/05/16 175 0.40 J 1.0 11.4 162 26.6 50.1 1.9 J 3.5 J 409 45.7 J 196 <110 <110 585
12/04/17 29.1 0.21 J <0.13 1.1 J 64.3 6.0 12.0 <0.54 1.1 J 37.5 J <35 51.2 J <48 <48 165 J
05/24/18 38.7 0.45 J 0.29 J 2.3 36.6 12.6 11.0 6.0 12.0 131 107 183 <47 <47 434
11/06/18 0.20 J <0.13 <0.13 <0.25 14.7 <0.13 0.35 J <0.53 <0.60 <35 <35 <35 <50 <50 141 J
05/30/19 <0.13 <0.13 <0.13 <0.25 6.4 <0.13 <0.13 <0.53 <0.60 <35 <35 <35 <51 <51 141 J
11/19/19 1.1 <0.13 <0.13 <0.25 13.7 0.30 J 1.7 <0.55 <0.63 <35 <35 <35 <50 <50 135 J
06/03/20 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
10/19/21 64.4 0.52 0.32 J 19.6 22.7 5.8 6.7 1.3 J 1.3 J 89.3 J <35 302 <48 59.9 J B 229*
04/05/22 0.16 J <0.13 <0.13 <0.25 <0.13 <0.13 0.16 J <0.51 <0.59 <35 <35 <35 <50 <50 89.4 J
10/06/22 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.50 <0.58 <50 <50 <20 <24 <24 <38
04/03/23 <0.180 <0.220 <0.170 <0.210 2.19 <0.470 <0.500 <1.20 <0.702 <11.5 <25.8 <4.02 <28.2 <124 <61.2
09/19/23 <0.180 <0.220 <0.170 <0.210 0.385 J <0.470 <0.500 <1.15 <0.672 <11.5 <11.5 <25.8 <4.02 <4.02 <28.2
10/08/14 <0.10 <0.10 <0.10 <0.20 <0.10 <0.10 <0.10 <0.49 <0.52 <35 <35 <35 <95 <95 181 J
09/23/15 <0.17 <0.17 <0.15 <0.43 <0.16 <0.12 <0.16 <0.50 <0.50 <35 <35 <35 <130 <130 792
06/29/16 NR NR NR NR NR NR NR NR NR NR NR NR <110 <110 <160
12/05/16 <0.13 <0.13 <0.13 <0.31 <0.13 <0.13 <0.13 <0.47 <0.53 <35 <35 <35 <110 <110 <160
12/04/17 <0.13 <0.13 <0.13 <0.25 <0.13 0.84 <0.13 <0.53 <0.60 <35 <35 <35 <49 <49 93.6 J
05/24/18 <0.13 <0.13 <0.13 <0.25 <0.13 0.89 <0.13 <0.50 <0.57 <35 <35 <35 <47 <47 262
11/06/18 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.50 <0.57 <35 <35 <35 <51 <51 91.0 J
05/30/19 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.53 <0.60 <35 <35 <35 <50 <50 <80
11/19/19 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.55 <0.63 <35 <35 <35 <51 <51 <81
06/03/20 0.19 J <0.13 <0.13 <0.25 0.36 J <0.13 0.20 J <0.58 <0.67 <35 <35 <35 <53 <53 114 J
10/19/21 <0.13 <0.13 <0.13 <0.25 <0.13 0.31 J <0.13 <0.50 <0.57 <35 <35 <35 <48 51.4 J B <77*
04/05/22 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.51 <0.59 <35 <35 <35 <50 <50 <80
10/06/22 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.51 <0.58 <50 <50 <20 <24 <24 <38
04/03/23 <0.180 <0.220 <0.170 <0.210 <0.140 <0.470 <0.500 <1.25 <0.732 <11.5 <25.8 <4.02 NS NS NS
09/19/23 <0.180 <0.220 <0.170 <0.210 <0.140 <0.470 <0.500 <1.27 <0.739 <11.5 <11.5 <25.8 <4.02 <4.02 NR
09/23/15 <0.17 <0.17 <0.15 <0.43 <0.16 <0.12 <0.16 <0.47 <0.48 <35 <35 <35 <98 <98 597
06/29/16 NR NR NR NR NR NR NR NR NR NR NR NR <100 <100 <150
12/05/16 <0.13 <0.13 <0.13 <0.31 <0.13 <0.13 <0.13 <0.47 <0.53 <35 <35 <35 <100 <100 <160
12/04/17 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.53 <0.60 <35 <35 <35 <50 <50 <79
09/23/15 <0.17 <0.17 <0.15 <0.43 <0.16 <0.12 <0.16 <0.48 <0.48 <35 <35 <35 <100 <100 571
06/29/16 NR NR NR NR NR NR NR NR NR NR NR NR <100 <100 <150
12/05/16 <0.13 <0.13 <0.13 <0.31 <0.13 <0.13 <0.13 <0.48 <0.54 <35 <35 <35 <100 <100 <160
12/04/17 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
09/23/15 <0.17 <0.17 <0.15 <0.43 <0.16 <0.12 <0.16 <0.50 <0.50 <35 <35 <35 <98 <98 <150
12/05/16 <0.13 <0.13 <0.13 <0.31 <0.13 <0.13 <0.13 <0.51 <0.56 <35 <35 <35 <110 <110 <170
12/04/17 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.52 <0.59 <35 <35 <35 <49 <49 <78
09/23/15 <0.17 <0.17 <0.15 <0.43 <0.16 <0.12 <0.16 <0.50 <0.50 <35 <35 <35 <100 <100 <150
12/05/16 <0.13 <0.13 <0.13 <0.31 <0.13 <0.13 <0.13 <0.48 <0.54 <35 <35 <35 <110 <110 <160
12/04/17 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.53 <0.60 <35 <35 <35 <49 <49 81.7 J
04/05/22 <0.13 <0.13 <0.13 <0.25 1.6 <0.13 0.51 <0.51 <0.59 <35 <35 <35 <50 <50 82.2 J
10/06/22 0.31 J <0.13 <0.13 <0.25 1.3 0.14 J 0.79 <0.53 <0.60 <50 <50 <20 <48 <48 <77
04/03/23 <0.180 <0.220 <0.170 <0.210 3.62 <0.470 <0.500 <1.21 <0.709 <11.5 <25.8 <4.02 <28.2 <124 <61.2
09/19/23 0.214 J <0.220 <0.170 <0.210 2.60 <0.470 <0.500 <1.15 <0.672 <11.5 <11.5 <25.8 <4.02 <4.02 <28.2
04/05/22 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.51 <0.59 <35 <35 <35 <50 <50 <80
10/06/22 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.52 <0.59 <50 <50 <20 <24 <24 <38
04/03/23 <0.180 <0.220 <0.170 <0.210 <0.140 <0.470 <0.500 <1.20 <0.702 <11.5 <25.8 <4.02 <28.5 <125 <61.9
09/19/23 <0.180 <0.220 <0.170 <0.210 <0.140 <0.470 <0.500 <1.27 <0.739 <11.5 <11.5 <25.8 <4.02 <4.02 <28.2
MW-4
Analytical Method 
MAC (µg/l)
MW-5
MW-1
MW-3
MW-2
MW-10
MW-9
MW-4R
MW-3R
MW-2R
MW-1R
TABLE 6
SUMMARY OF LABORATORY ANALYTICAL RESULTS - GROUND WATER SAMPLES
HANDY MART (INCIDENT NO 36860)BenzeneTolueneEthylbenzeneXylenesMTBENaphthaleneIPEC5-C8 AliphaticsC11-C22 AromaticsMADEP VPH MADEP EPHSM 6200B/602
2-MethylnaphthaleneC9-C18 AliphaticsC19-C36 AliphaticsEPA Method 625
1-MethylnaphthaleneC9-C12 AliphaticsC9-C10 AromaticsMW-6
MW-7
MW-8
Contaminant of Concern

GCL (µg/l)
Page 1 of 2
Date: 04/26/23 Facility ID #: 0-004981
Well
ID
Date Sampled
(mm/dd/yy)
1 600 600 500 20 6 70 1 30 400 700 200 700 10,000 200
5,000 260,000 80,000 50,000 20,000 6,000 70,000 1,000 12,000 NE NE NE NE NE NE
Analytical Method 
MAC (µg/l)
TABLE 6
SUMMARY OF LABORATORY ANALYTICAL RESULTS - GROUND WATER SAMPLES
HANDY MART (INCIDENT NO 36860)BenzeneTolueneEthylbenzeneXylenesMTBENaphthaleneIPEC5-C8 AliphaticsC11-C22 AromaticsMADEP VPH MADEP EPHSM 6200B/602
2-MethylnaphthaleneC9-C18 AliphaticsC19-C36 AliphaticsEPA Method 625
1-MethylnaphthaleneC9-C12 AliphaticsC9-C10 AromaticsContaminant of Concern

GCL (µg/l)
T-1 09/23/15 <0.17 <0.17 <0.15 <0.43 <0.16 <0.12 <0.16 <0.50 <0.50 <35 <35 <35 <99 <99 <150
T-2 09/23/15 <0.17 <0.17 <0.15 <0.43 <0.16 <0.12 <0.16 <0.56 <0.56 <35 <35 <35 <110 <110 <160
T-3 09/23/15 <0.17 <0.17 <0.15 <0.43 <0.16 <0.12 <0.16 <0.56 <0.56 <35 <35 <35 <99 <99 <150
09/23/15 1.1 <0.17 <0.15 <0.43 4.8 <0.12 3.2 <0.48 <0.48 <35 <35 <35 <97 <97 <150
12/05/16 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
12/04/17 3.4 0.48 J <0.13 <0.25 1.2 3.8 0.85 0.69 J 1.5 J 37.9 J <35 <35 <48 <48 <77
05/24/18 131 17.4 1.9 10.5 62.0 78.1 41.5 4.0 J 8.3 1,690 449 E 527 272 <47 699
11/06/18 105 17.9 1.1 J 16.9 47.1 94.4 35.7 4.7 J 3.0 J 2,350 229 E 615 62.8 J <50 511
05/30/19 6.8 1.4 0.13 J 1.3 J <0.13 15.1 1.4 <0.50 <0.58 99.5 J <35 46.5 J <50 <50 <80
11/19/19 4.8 1.4 0.18 J 1.3 J 1.9 14.2 1.1 0.87 J 2.0 J 98.9 J <35 <35 <50 <50 <79
06/03/20 0.94 0.28 J <0.13 <0.25 1.3 1.6 0.68 <0.54 <0.61 <35 <35 <35 <56 <56 <89
WSW-1 06/12/15 <0.17 <0.17 <0.15 <0.43 <0.16 <0.12 <0.16 <0.48 <0.48 <35 <35 <35 <94 <94 <140
06/12/15 <0.17 <0.17 <0.15 <0.43 0.37 J <0.12 <0.16 <0.48 <0.48 <35 <35 <35 <95 <95 <140
09/23/15 <0.17 <0.17 <0.15 <0.43 <0.16 <0.12 <0.16 NR <0.51 <35 <35 <35 <100 <100 292
10/19/15 <0.17 <0.17 <0.15 <0.43 <0.16 <0.12 <0.16 NR <0.48 <35 <35 <35 <96 <96 <140
01/14/16 <0.13 <0.13 <0.13 <0.31 <0.13 <0.13 <0.13 NR <0.53 <35 <35 <35 <94 <94 <140
03/09/16 <0.13 <0.13 <0.13 <0.31 <0.13 <0.13 <0.13 <0.47 <0.53 <35 <35 <35 <94 <94 <140
06/29/16 <0.13 <0.13 <0.13 <0.31 0.43 J <0.13 <0.13 NR <0.55 <35 <35 <35 <94 <94 <140
12/05/16 <0.13 <0.13 <0.13 <0.31 <0.13 <0.13 <0.13 <0.47 <0.53 <35 <35 <35 <110 <110 <160
02/28/17 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.53 <0.60 <35 <35 <35 <48 <48 87.7 J
05/22/17 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.53 <0.60 <35 <35 <35 <50 <50 159 J
12/04/17 <0.13 <0.13 <0.13 <0.25 0.16 J 0.48 J <0.13 <0.53 <0.60 <35 <35 <35 <48 <48 <76
05/24/18 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
11/06/18 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.51 <0.59 NR NR NR <63 <63 161 JB
01/29/20 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.50 <0.57 <35 <35 <35 <48 <48 199 B
12/23/20 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.52 <0.59 <35 <35 <35 <50 <50 <80
09/06/22 <0.14 <0.15 0.29 J <0.25 <0.14 1.3 J <0.13 <0.55 <0.63 <50 <50 <20 <48 <48 <77
04/03/23 <0.180 <0.220 <0.170 <0.210 <0.140 <0.470 <0.500 <1.15 <0.672 <11.5 <25.8 <4.02 <28.5 <125 <61.9
09/19/23 <0.180 <0.220 <0.170 <0.210 <0.140 <0.470 <0.500 <1.15 <0.672 <11.5 <11.5 <25.8 <4.02 <4.02 <28.2
WSW-4 06/12/15 <0.17 <0.17 <0.15 <0.43 <0.16 <0.12 <0.16 <0.48 <0.48 <35 <35 <35 <94 <94 <140
WSW-7 06/12/15 <0.17 <0.17 <0.15 <0.43 <0.16 <0.12 <0.16 <0.49 <0.49 <35 <35 <35 <94 <94 <140
12/04/17 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 NR NR NR NR NR NR NR NR
05/24/18 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 NR NR NR NR NR NR NR NR
11/06/18 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 NR NR NR NR NR NR NR NR
05/30/19 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 NR NR NR NR NR NR NR NR
11/19/19 <0.13 0.22 J <0.13 <0.25 <0.13 <0.13 <0.13 NR NR NR NR NR NR NR NR
06/03/20 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 NR NR NR NR NR NR NR NR
12/23/20 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 NR NR NR NR NR NR NR NR
10/19/21 <0.13 0.65 <0.13 <0.25 <0.13 <0.13 <0.13 NR NR NR NR NR NR NR NR
04/05/22 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 NR NR NR NR NR NR NR NR
10/06/22 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 NR NR NR NR NR NR NR NR
09/19/23 <0.180 <0.220 <0.170 <0.210 <0.140 <0.470 <0.500 NR NR NR NR NR NR NR NR
Notes:
• Results reported in µg/l (micrograms per liter).
• NE: Not Established.
• NS: Not Sampled.
• NR: Not Requested.
• B: Indicates analyte found in associated method blank.
• E: Value exceeds calibration range.
• Concentrations in bold face type exceeded the MAC.
• < : Less than the method detection limit specified in the laboratory report.
• J: Estimated value; between the MDL and the RL.
• E: Indicates value exceeds calibration range.
• Please refer to the laboratory report for other compounds reported at concentrations below the MACs.
• Laboratory anayltical results for the December 5, 2013 sampling event were taken from the January 14, 2014 Phase I LSA submitted by GeoScience and Technology PA.
• Other reported compounds above the GCLs; on 11/06/18: benzo(b)fluouranthene, benzo(k)fluoranthene, benzo(a)pyrene and ideno(1,2,3-cd)pyrene in MW-1.
• NCDEQ State Lead Program supposedly sampled WSW-2 (Post GAC) during the June 2020 sampling event.
• *: Unadjusted value for C11-C22 Aliphatics used because laboratory did not provide adjusted value.
• MAC: Maximum allowable concentration as specified in 15A NCAC 2L.0202.
WSW-2
(Post GAC)
Trip Blank
• Other reported compounds above the MACs; on 11/06/18: benzo(a)anthracene, benzo(b)fluouranthene, benzo(k)fluoranthene, benzo(a)pyrene, dibenz(a,h)anthracene, n-nitrosodiphenylamine and
ideno(1,2,3-cd)pyrene in MW-1.
• GCL : Gross contamination level.
TW-1
Page 2 of 2

APPENDICES

APPENDIX A
State Correspondence

June 5, 2023 Ram Singh Dass
2650 Soco Road Maggie Valley, North Carolina 27106-3363
Re: Handy Mart 3166 NC Highway 16 South, Maiden Catawba County Incident Number: 36860 Risk Classification: High Dear Mr. Dass: On May 18, 2023, the Underground Storage Tank (UST) Section of the Division of Waste Management (the Division), Mooresville Regional Office received the Groundwater Monitoring Report for the above-referenced site. This information has been reviewed and will remain in the UST Section’s files.
The next groundwater sampling event is scheduled for October 2023. The next Groundwater Monitoring Report should be received by this office no later than November 30, 2023. If you have any questions, please contact me at the
address or telephone number listed below. 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

Site Name City / County /Catawba Incident #36860
Resp Pty Name / Contact Incident Mgr Region MORRP Type (Owner/Operator / Landowner / Attny-in-fact)Change Order?Prev. TA #35
Consultant / Project Mgr /Joanna R Alley
Telephone / Fax Number /Task Authorization Number:36 ChangeOrd:
Project Mgr Email Site Risk / Rank / Abatement:H209D 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 IM AuthProposed
Rate/Price
(Consultant)RO Supv. AuthProposed Task
Subtotal
(Consultant)
Final
Preapproved
Subtotal
(UST Section)
Claimed
Amount3
(Consultant)
4.031 6 /wells y $110.00 y $660.00 $660.00 /
y 4.045 1 /well y $75.00 y $75.00 $75.00 /
4.090 #220 7 /samples y $40.00 y $280.00 $280.00 /
4.090 #301 6 /samples y $208.00 y $1,248.00 $1,248.00 /
4.090 #341 6 /samples y $56.00 y $336.00 $336.00 /
4.090 #342 6 /samples y $100.00 y $600.00 $600.00 /
4.091 1 /shipment y $60.00 y $60.00 $60.00 /
y 4.095 #220 1 /sample y $40.00 y $40.00 $40.00 /
y 4.095 #301 1 /sample y $208.00 y $208.00 $208.00 /y 4.095 #341 1 /sample y $56.00 y $56.00 $56.00 /y 4.095 #342 1 /sample y $100.00 y $100.00 $100.00 /
6.090 1 /report y $1,125.00 y $1,125.00 $1,125.00 /
12.050 1 /trip y $250.00 y $250.00 $250.00 /
12.055 1 /trip y $50.00 y $50.00 $50.00 /
//
//
//
//
//
//
//
//
//
//
//
//
//
Requested Preapproved Claimed 3
TOTAL:$5,088.00 $5,088.00 TOTAL:
Total Standard Costs (Not Third Party)$4,609.00 $4,609.00 Total Standard Costs
Total applied as Third Party Deductible/Damage Costs $479.00 $479.00 Total Third Pty CostsProcess Tracking (Date)
TA Submittal:6/28/23 by:(PM)(Reserved for RO)
RO Review:6/29/23 by:(IM)Joint UST Preapproval Confirmed By:Date1 6/29/2023
RO Supv. Review:6/29/23 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 within a week of approval. The signed pre-approval must be submitted
in the submitted claim. Signature indicates acknowledgement of the tasks and amounts approved. Any objections/appeals must be submitted via Change Order prior to workproceeding. Scope/cost negotiations do not supersede other regulatory deadlines as described in #1 above. Also, any ePATA that has been signed as 'Confirmed' by both theUST Section and RP is 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)
Brad Newton
YES23-355 October 2023
704-845-4012
Dates of Work
(Consultant)
Started1 / Completed2
FINAL REIMBURSEMENT
[e-mail]
Ramji, Inc.Ram Singh Dass
Geological Resources, Inc.
DIRECTED - CAB ONLY
Maiden
(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
Handy Mart
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
RHT
(Initials)
ELECTRONIC PREAPPROVAL TASK AUTHORIZATION FORMDept of Environmental Quality -Division of Waste Management

APPENDIX B
Land Use Information
Date: 04/27/23 Facility ID # : 00-0-0000004981
Map ID No. Land Use Feature Zoning Description Address
Distance from
Source Area
(feet)
n/a R-40 Residential n/a n/a
n/a RC Rural Commercial n/a n/a
n/a HC Highway Commercial n/a n/a
Note:
• Properties are keyed to Figure 3B.
APPENDIX B
LAND USE INFORMATION
HANDY MART (INCIDENT NO 36860)
Page 1 of 1

APPENDIX C
Incident Reports
NCDEQ Incident Report
RP/Company RAMJI, INC.
RPAddress 3166 HIGHWAY 16 SOUTH
RPCity MAIDEN
Contact DEEPAK KHARB
RPState NC
TELEPHONE
IncidentNumber 36860 USTNum MO-8302
IncidentName HANDY MART
FacilID 00-0-0000004981
Address 3166 HIGHWAY 16 SOUTH
CityTown MAIDEN State NC
ZipCode
DateOccurred 10/20/2010
DateReported 11/18/2010
ConfRisk H
CloseOut
COMMENT
RptType Rcvd Rvwd Appvd
Incident Mgr BCNLongitude-81.148060 Latitude 35.625740
County CATAW
SCH 3/23/2011 4/26/2011 4/26/2011
20DAY 3/1/2013 3/25/2013 3/25/2013
LSA1 1/16/2014 2/21/2014
needs a phase ii
LSA2 11/10/2014 12/1/2014 12/1/2014
CSAM 11/13/2015 12/10/2015 12/10/2015
Tuesday, October 3, 2023 Page 1 of 3
MRP 1/6/2017 1/11/2017 1/11/2017
OTH 3/17/2017 3/20/2017 3/20/2017
letter report
MRP 1/26/2018 2/13/2018 2/14/2018
RMR 7/5/2018 7/19/2018 7/19/2018
RMR 12/17/2018 1/9/2019 1/9/2019
MRP 2/25/2020 3/10/2020 3/10/2020
MRP 6/24/2020 7/7/2020 7/7/2020
LET 1/27/2021 2/9/2021 2/9/2021
DOT destroyed all monitoring wells. Only wsw sampled. Full report was
pre-approved under 6.091. pay them the letter report amount
MRP 1/4/2022 1/10/2022 1/10/2022
LET 1/4/2022 1/24/2022 1/24/2022
Tuesday, October 3, 2023 Page 2 of 3
MRP 5/10/2022 5/18/2022
waiting on wsw results
MRP 10/27/2022 11/1/2022 11/2/2022
MRP 5/18/2023 6/5/2023 6/5/2023
Tuesday, October 3, 2023 Page 3 of 3
NCDEQ Incident Information
RP/Company JOHN T. FURMAGE, JR.Contact .
RPAddress 2816 BIRCH LANE
RPCity BURLINGTON
RPZipCode 27215-
RPState NC
TELEPHONE
IncidentNumber 40495
IncidentName BALL'S CREEK BAIT & TACKLE
Address 3152 S. NC HIGHWAY 16
CityTown MAIDEN State NC
County CATAWZipCode
Lattitude 35.626086 Longitude -81.148697
COMMENT
accepted to STF on 3-6-17
DateOccurred 4 /14/2015
DateReported 5 /26/2015
CloseOut 3/3/2022
FacilID USTNum MO-9002
Mgr STF
Conf Risk L
Site Priority
Tuesday, May 16, 2023 Page 1 of 1
NCDEQ Incident Information
RP/Company UNKNOWN Contact
RPAddress
RPCity
RPZipCode
RPState NC
TELEPHONE
IncidentNumber 40713
IncidentName SHIRLEY'S CAKE AND CANDY
Address 3149 S. NC HIGHWAY 16
CityTown NEWTON State NC
County CATAWZipCode
Lattitude 35.625683 Longitude -81.148781
COMMENT
DateOccurred 3 /15/2017
DateReported 4 /21/2017
CloseOut 4/27/2017
FacilID USTNum MO-9247
Mgr BCN
Conf Risk L
Site Priority
Tuesday, May 16, 2023 Page 1 of 1

APPENDIX D
Historical Soil Quality Information
Summary of Hits Page 1 of 2
Job Number:FA41945
Account:GRI (Geological Resources Inc.)
Project:Handy Mart; 3166 NC Hwy 16, Maiden, NC
Collected:03/07/17 thru 03/10/17
Lab Sample ID Client Sample ID Result/
Analyte Qual RL MDL Units Method
FA41945-1 B2 (15')
No hits reported in this sample.
FA41945-2 B2 (20')
Toluene 0.0034 J 0.0078 0.0016 mg/kg SW846 8260B
FA41945-3 B3 (15')
Toluene 0.0023 J 0.0070 0.0014 mg/kg SW846 8260B
FA41945-4 B3 (20')
Toluene 0.0031 J 0.0070 0.0014 mg/kg SW846 8260B
FA41945-5 UST BOTTOM
Toluene 0.0015 J 0.0048 0.00096 mg/kg SW846 8260B
Ethylbenzene 0.0069 0.0048 0.00096 mg/kg SW846 8260B
Xylene (total)0.0224 0.014 0.0020 mg/kg SW846 8260B
FA41945-6 ORPHAN
Benzene 0.241 J 0.35 0.086 mg/kg SW846 8260B
Toluene 3.71 0.35 0.070 mg/kg SW846 8260B
Ethylbenzene 21.3 3.5 0.70 mg/kg SW846 8260B
Xylene (total)115 11 1.5 mg/kg SW846 8260B
FA41945-7 SW-1
No hits reported in this sample.
FA41945-8 SW-2
Toluene 0.0028 J 0.0067 0.0013 mg/kg SW846 8260B
Ethylbenzene 0.0014 J 0.0067 0.0013 mg/kg SW846 8260B
Xylene (total)0.0042 J 0.020 0.0028 mg/kg SW846 8260B
FA41945-9 SW-3
Toluene 0.0012 J 0.0051 0.0010 mg/kg SW846 8260B
4 of 31
FA419452
Summary of Hits Page 2 of 2
Job Number:FA41945
Account:GRI (Geological Resources Inc.)
Project:Handy Mart; 3166 NC Hwy 16, Maiden, NC
Collected:03/07/17 thru 03/10/17
Lab Sample ID Client Sample ID Result/
Analyte Qual RL MDL Units Method
FA41945-10 SW-4
Toluene 0.0012 J 0.0052 0.0010 mg/kg SW846 8260B
FA41945-11 PP-1
Benzene 0.338 J 0.34 0.083 mg/kg SW846 8260B
Toluene 17.3 3.4 0.68 mg/kg SW846 8260B
Ethylbenzene 7.20 0.34 0.068 mg/kg SW846 8260B
Xylene (total)48.1 10 1.4 mg/kg SW846 8260B
5 of 31
FA419452

APPENDIX E
Laboratory Analytical Report

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.

10/2/2023
Geological Resources, Inc. Joanna Alley
3502 Hayes Road Monroe, NC, 28110
Ref: Analytical Testing
Lab Report Number: 23-264-0031 Client Project Description: Handy Mart
GRI #3622
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 52
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 00016/23-264-0031
Page 2 of 52
Report Number:
Sample Summary Table
Client Project Description:
23-264-0031
Handy Mart
GRI #3622
Lab No Client Sample ID Matrix Date Collected Date Received
09/19/2023 14:00Aqueous 95965 MW-1R 09/21/2023 13:40
09/19/2023 15:00Aqueous 95966 MW-9 09/21/2023 13:40
09/19/2023 14:32Aqueous 95967 MW-3R 09/21/2023 13:40
09/19/2023 14:15Aqueous 95968 MW-4R 09/21/2023 13:40
09/19/2023 14:47Aqueous 95969 MW-10 09/21/2023 13:40
09/19/2023 15:12Aqueous 95970 WSW-2 09/21/2023 13:40
09/19/2023 13:00Aqueous 95971 TB 09/21/2023 13:40
Page 3 of 52
Summary of Detected Analytes
QualifiersAnalyzedUnitsResult
Report Number:
Client Sample ID
Method Parameters
Lab Sample ID
23-264-0031
Report Limit
Project:Handy Mart
V 95965MW-1R
1.08 09/26/2023 19:276200BBenzeneµg/L 0.180
2.27 09/26/2023 19:276200BDi-Isopropyl Ether (DIPE)µg/L 0.500
7.62 09/26/2023 19:276200BMethyl tert-butyl ether (MTBE)µg/L 0.140
J0.321 09/26/2023 19:276200BTolueneµg/L 0.220
J17.2 09/25/2023 21:35CALCULATIONAliphatic C5-C8 (Adjusted)µg/L 11.5
J39.9 09/25/2023 21:35CALCULATIONAliphatics C9-C12 (Adjusted)µg/L 25.8
J9.95 09/25/2023 21:35CALCULATIONAromatic C9-C10 (Adjusted)µg/L 4.02
J18.6 09/25/2023 21:35MADEP-VPH Aliphatic C5-C8 µg/L 11.5
J49.8 09/25/2023 21:35MADEP-VPH Aliphatic C9-C12 µg/L 25.8
J9.95 09/25/2023 21:35MADEP-VPH Aromatic C9-C10 µg/L 4.02
V 95966MW-9
J0.214 09/26/2023 19:526200BBenzeneµg/L 0.180
2.60 09/26/2023 19:526200BMethyl tert-butyl ether (MTBE)µg/L 0.140
V 95967MW-3R
J0.385 09/26/2023 20:176200BMethyl tert-butyl ether (MTBE)µg/L 0.140
Page 4 of 52

Client: Geological Resources, Inc. CASE NARRATIVE
Project: Handy Mart Lab Report Number: 23-264-0031
Date: 10/2/2023
625.1 - Base/Neutrals and Acids by GC/MS Method 625.1 QC Batch No: V38372/V38350 LCSD was surrogated twice. All surrogates fall within acceptance criteria.
Sample 95969 (MW-10)
QC Batch No: V38372/V38350 Surrogate(s) was flagged for low recovery in this project sample. This sample will be re-analyzed for verification.
Surrogates low. Associated QC is passing. No further action taken.
Analyte: Benzidine QC Batch No: V38372/V38350
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: Benzidine QC Batch No: V38372/V38350
Relative Percent Difference (RPD) for the duplicate analysis was outside of the allowable QC limits.

Page 5 of 52
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0031
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #3622 Received : 09/21/2023
Handy Mart
Report Date : 10/02/2023
Sample ID :
Lab No :
Sampled:MW-1R
95965 Matrix:
9/19/2023 14:00
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
1.08 µg/L 0.180 0.500Benzene 1 09/26/23 19:27 V38416ENM
2.27 µg/L 0.500 0.500Di-Isopropyl Ether (DIPE)1 09/26/23 19:27 V38416ENM
<0.170 µg/L 0.170 0.500Ethylbenzene 1 09/26/23 19:27 V38416ENM
7.62 µg/L 0.140 1.00Methyl tert-butyl ether (MTBE)1 09/26/23 19:27 V38416ENM
<0.470 µg/L 0.470 1.00Naphthalene 1 09/26/23 19:27 V38416ENM
0.321 J µg/L 0.220 0.500Toluene 1 09/26/23 19:27 V38416ENM
<0.210 µg/L 0.210 0.500o-Xylene 1 09/26/23 19:27 V38416ENM
<0.420 µg/L 0.420 1.00m,p-Xylene 1 09/26/23 19:27 V38416ENM
<0.21 µg/L 0.210 0.500Xylene (Total)1 09/26/23 19:27 V38416
Surrogate: 4-Bromofluorobenzene 91.8 Limits: 70-130%09/26/23 19:271 ENM V38416
Surrogate: Dibromofluoromethane 100 Limits: 70-130%09/26/23 19:271 ENM V38416
Surrogate: 1,2-Dichloroethane - d4 110 Limits: 70-130%09/26/23 19:271 ENM V38416
Surrogate: Toluene-d8 98.2 Limits: 70-130%09/26/23 19:271 ENM V38416
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 6 of 52
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0031
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #3622 Received : 09/21/2023
Handy Mart
Report Date : 10/02/2023
Sample ID :
Lab No :
Sampled:MW-1R
95965 Matrix:
9/19/2023 14:00
Aqueous
Analytical Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
CALCULATION
17.2 J µg/L 11.5 50.0Aliphatic C5-C8 (Adjusted)1 09/25/23 21:35
39.9 J µg/L 25.8 50.0Aliphatics C9-C12 (Adjusted)1 09/25/23 21:35
9.95 J µg/L 4.02 50.0Aromatic C9-C10 (Adjusted)1 09/25/23 21:35
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
MAVPH (Prep)
MADEP-VPH Prep Batch(es):V38340 09/25/23 08:00
18.6 J µg/L 11.5 50.0Aliphatic C5-C8 1 09/25/23 21:35 V38341TBL
49.8 J µg/L 25.8 50.0Aliphatic C9-C12 1 09/25/23 21:35 V38341TBL
9.95 J µg/L 4.02 50.0Aromatic C9-C10 1 09/25/23 21:35 V38341TBL
MADEP-VPHSurrogate: 2,5-Dibromotoluene (FID)88.4 Limits: 70-130%09/25/23 21:351 TBL
MADEP-VPHSurrogate: 2,5-Dibromotoluene (PID)88.7 Limits: 70-130%09/25/23 21:351 TBL
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 7 of 52
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0031
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #3622 Received : 09/21/2023
Handy Mart
Report Date : 10/02/2023
Sample ID :
Lab No :
Sampled:MW-9
95966 Matrix:
9/19/2023 15:00
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
0.214 J µg/L 0.180 0.500Benzene 1 09/26/23 19:52 V38416ENM
<0.500 µg/L 0.500 0.500Di-Isopropyl Ether (DIPE)1 09/26/23 19:52 V38416ENM
<0.170 µg/L 0.170 0.500Ethylbenzene 1 09/26/23 19:52 V38416ENM
2.60 µg/L 0.140 1.00Methyl tert-butyl ether (MTBE)1 09/26/23 19:52 V38416ENM
<0.470 µg/L 0.470 1.00Naphthalene 1 09/26/23 19:52 V38416ENM
<0.220 µg/L 0.220 0.500Toluene 1 09/26/23 19:52 V38416ENM
<0.210 µg/L 0.210 0.500o-Xylene 1 09/26/23 19:52 V38416ENM
<0.420 µg/L 0.420 1.00m,p-Xylene 1 09/26/23 19:52 V38416ENM
<0.21 µg/L 0.210 0.500Xylene (Total)1 09/26/23 19:52 V38416KCC
Surrogate: 4-Bromofluorobenzene 93.6 Limits: 70-130%09/26/23 19:521 ENM V38416
Surrogate: Dibromofluoromethane 100 Limits: 70-130%09/26/23 19:521 ENM V38416
Surrogate: 1,2-Dichloroethane - d4 106 Limits: 70-130%09/26/23 19:521 ENM V38416
Surrogate: Toluene-d8 97.4 Limits: 70-130%09/26/23 19:521 ENM V38416
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V38350 09/26/23 11:13
<0.305 µg/L 0.305 2.02Acenaphthene 1 09/27/23 01:47 V38372AMP
<0.299 µg/L 0.299 2.02Acenaphthylene 1 09/27/23 01:47 V38372AMP
<0.844 µg/L 0.844 2.02Anthracene 1 09/27/23 01:47 V38372AMP
<1.33 M µg/L 1.33 10.1Benzidine 1 09/27/23 01:47 V38372AMP
<0.643 µg/L 0.643 2.02Benzo(a)anthracene 1 09/27/23 01:47 V38372AMP
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 8 of 52
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0031
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #3622 Received : 09/21/2023
Handy Mart
Report Date : 10/02/2023
Sample ID :
Lab No :
Sampled:MW-9
95966 Matrix:
9/19/2023 15:00
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V38350 09/26/23 11:13
<1.03 µg/L 1.03 2.02Benzo(a)pyrene 1 09/27/23 01:47 V38372AMP
<2.51 µg/L 2.51 5.05Benzo(b)fluoranthene 1 09/27/23 01:47 V38372AMP
<1.02 µg/L 1.02 5.05Benzo(g,h,i)perylene 1 09/27/23 01:47 V38372AMP
<2.01 µg/L 2.01 5.05Benzo(k)fluoranthene 1 09/27/23 01:47 V38372AMP
<1.11 µg/L 1.11 10.1Benzoic Acid 1 09/27/23 01:47 V38372AMP
<0.690 µg/L 0.690 5.05Benzyl alcohol 1 09/27/23 01:47 V38372AMP
<0.472 µg/L 0.472 5.05Bis(2-Chloroethoxy)methane 1 09/27/23 01:47 V38372AMP
<1.05 µg/L 1.05 5.05Bis(2-Chloroethyl)ether 1 09/27/23 01:47 V38372AMP
<1.09 µg/L 1.09 5.05Bis(2-Chloroisopropyl)ether 1 09/27/23 01:47 V38372AMP
<3.49 µg/L 3.49 10.1Bis(2-ethylhexyl)phthalate 1 09/27/23 01:47 V38372AMP
<1.12 µg/L 1.12 5.054-Bromophenyl phenyl ether 1 09/27/23 01:47 V38372AMP
<1.85 µg/L 1.85 5.05Butyl benzyl phthalate 1 09/27/23 01:47 V38372AMP
<1.19 µg/L 1.19 5.054-Chloro-3-methylphenol 1 09/27/23 01:47 V38372AMP
<7.45 µg/L 7.45 20.22-Chloronaphthalene 1 09/27/23 01:47 V38372AMP
<0.947 µg/L 0.947 10.12-Chlorophenol 1 09/27/23 01:47 V38372AMP
<1.73 µg/L 1.73 5.054-Chlorophenyl phenyl ether 1 09/27/23 01:47 V38372AMP
<0.409 µg/L 0.409 2.02Chrysene 1 09/27/23 01:47 V38372AMP
<0.438 µg/L 0.438 2.02Dibenz(a,h)anthracene 1 09/27/23 01:47 V38372AMP
<0.864 µg/L 0.864 5.05Dibenzofuran 1 09/27/23 01:47 V38372AMP
<2.02 µg/L 2.02 5.051,2-Dichlorobenzene 1 09/27/23 01:47 V38372AMP
<2.02 µg/L 2.02 5.051,3-Dichlorobenzene 1 09/27/23 01:47 V38372AMP
<2.07 µg/L 2.07 5.051,4-Dichlorobenzene 1 09/27/23 01:47 V38372AMP
<1.91 µg/L 1.91 5.053,3'-Dichlorobenzidine 1 09/27/23 01:47 V38372AMP
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 9 of 52
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0031
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #3622 Received : 09/21/2023
Handy Mart
Report Date : 10/02/2023
Sample ID :
Lab No :
Sampled:MW-9
95966 Matrix:
9/19/2023 15:00
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V38350 09/26/23 11:13
<1.47 µg/L 1.47 10.12,4-Dichlorophenol 1 09/27/23 01:47 V38372AMP
<0.752 µg/L 0.752 5.05Diethyl phthalate 1 09/27/23 01:47 V38372AMP
<0.948 µg/L 0.948 5.05Dimethyl phthalate 1 09/27/23 01:47 V38372AMP
<1.59 µg/L 1.59 20.22,4-Dimethylphenol 1 09/27/23 01:47 V38372AMP
<2.08 µg/L 2.08 5.05Di-n-butyl phthalate 1 09/27/23 01:47 V38372AMP
<2.09 µg/L 2.09 10.14,6-Dinitro-2-methylphenol 1 09/27/23 01:47 V38372AMP
<1.94 µg/L 1.94 10.12,4-Dinitrophenol 1 09/27/23 01:47 V38372AMP
<1.12 µg/L 1.12 5.052,4-Dinitrotoluene 1 09/27/23 01:47 V38372AMP
<0.817 µg/L 0.817 5.052,6-Dinitrotoluene 1 09/27/23 01:47 V38372AMP
<1.67 µg/L 1.67 5.05Di-n-Octyl Phthalate 1 09/27/23 01:47 V38372AMP
<0.252 µg/L 0.252 2.02Fluoranthene 1 09/27/23 01:47 V38372AMP
<0.815 µg/L 0.815 2.02Fluorene 1 09/27/23 01:47 V38372AMP
<0.988 µg/L 0.988 5.05Hexachlorobenzene 1 09/27/23 01:47 V38372AMP
<2.76 µg/L 2.76 5.05Hexachlorobutadiene 1 09/27/23 01:47 V38372AMP
<2.07 µg/L 2.07 5.05Hexachlorocyclopentadiene 1 09/27/23 01:47 V38372AMP
<1.78 µg/L 1.78 5.05Hexachloroethane 1 09/27/23 01:47 V38372AMP
<0.481 µg/L 0.481 2.02Indeno(1,2,3-cd)pyrene 1 09/27/23 01:47 V38372AMP
<0.448 µg/L 0.448 5.05Isophorone 1 09/27/23 01:47 V38372AMP
<1.15 µg/L 1.15 2.021-Methylnaphthalene 1 09/27/23 01:47 V38372AMP
<0.672 µg/L 0.672 2.022-Methylnaphthalene 1 09/27/23 01:47 V38372AMP
<0.735 µg/L 0.735 2.02Naphthalene 1 09/27/23 01:47 V38372AMP
<0.914 µg/L 0.914 5.05Nitrobenzene 1 09/27/23 01:47 V38372AMP
<0.497 µg/L 0.497 5.052-Nitrophenol 1 09/27/23 01:47 V38372AMP
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 10 of 52
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0031
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #3622 Received : 09/21/2023
Handy Mart
Report Date : 10/02/2023
Sample ID :
Lab No :
Sampled:MW-9
95966 Matrix:
9/19/2023 15:00
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V38350 09/26/23 11:13
<1.24 µg/L 1.24 10.14-Nitrophenol 1 09/27/23 01:47 V38372AMP
<1.11 µg/L 1.11 5.05N-Nitrosodiphenylamine 1 09/27/23 01:47 V38372AMP
<0.647 µg/L 0.647 5.05N-Nitroso-di-n-propylamine 1 09/27/23 01:47 V38372AMP
<1.44 µg/L 1.44 5.05Pentachlorophenol 1 09/27/23 01:47 V38372AMP
<0.432 µg/L 0.432 2.02Phenanthrene 1 09/27/23 01:47 V38372AMP
<0.657 µg/L 0.657 5.05Phenol 1 09/27/23 01:47 V38372AMP
<0.438 µg/L 0.438 2.02Pyrene 1 09/27/23 01:47 V38372AMP
<2.23 µg/L 2.23 5.051,2,4-Trichlorobenzene 1 09/27/23 01:47 V38372AMP
<1.33 µg/L 1.33 5.052,4,6-Trichlorophenol 1 09/27/23 01:47 V38372AMP
625.1Surrogate: Phenol-d5 28.6 Limits: 10-63%09/27/23 01:471 AMP
Surrogate: 2-Fluorobiphenyl 61.4 Limits: 49-118%09/27/23 01:471 AMP V38372
Surrogate: 2-Fluorophenol 42.8 Limits: 22-84%09/27/23 01:471 AMP V38372
Surrogate: Nitrobenzene-d5 60.8 Limits: 43-123%09/27/23 01:471 AMP V38372
Surrogate: 4-Terphenyl-d14 74.7 Limits: 49-151%09/27/23 01:471 AMP V38372
Surrogate: 2,4,6-Tribromophenol 73.7 Limits: 31-144%09/27/23 01:471 AMP V38372
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 11 of 52
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0031
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #3622 Received : 09/21/2023
Handy Mart
Report Date : 10/02/2023
Sample ID :
Lab No :
Sampled:MW-9
95966 Matrix:
9/19/2023 15:00
Aqueous
Analytical Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
CALCULATION
<11.5 µg/L 11.5 50.0Aliphatic C5-C8 (Adjusted)1 09/25/23 21:59
<25.8 µg/L 25.8 50.0Aliphatics C9-C12 (Adjusted)1 09/25/23 21:59
<4.02 µg/L 4.02 50.0Aromatic C9-C10 (Adjusted)1 09/25/23 21:59
<61.2 µg/L 61.2 250Aromatic C11-C22 (Adjusted)1 09/27/23 01:47
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
MAEPH (Prep)
MADEP-EPH Prep Batch(es):V38500 09/29/23 10:10
<28.2 µg/L 28.2 350Aliphatic C9-C18 1 09/30/23 14:49 V38527AMP
<124 µg/L 124 500Aliphatic C19-C36 1 09/30/23 14:49 V38527AMP
<61.2 µg/L 61.2 250Aromatic C11-C22 1 09/30/23 14:49 V38527AMP
MADEP-EPHSurrogate: 2-Bromonaphthalene 77.3 Limits: 40-140%09/30/23 14:491 AMP
MADEP-EPHSurrogate: Chlorooctadecane 64.3 Limits: 40-140%09/30/23 14:491 AMP
MADEP-EPHSurrogate: OTP Surrogate 60.6 Limits: 40-140%09/30/23 14:491 AMP
Surrogate: 2-Fluorobiphenyl 79.8 Limits: 40-140%09/30/23 14:491 AMP V38527
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
MAVPH (Prep)
MADEP-VPH Prep Batch(es):V38340 09/25/23 08:00
<11.5 µg/L 11.5 50.0Aliphatic C5-C8 1 09/25/23 21:59 V38341TBL
<25.8 µg/L 25.8 50.0Aliphatic C9-C12 1 09/25/23 21:59 V38341TBL
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 12 of 52
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0031
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #3622 Received : 09/21/2023
Handy Mart
Report Date : 10/02/2023
Sample ID :
Lab No :
Sampled:MW-9
95966 Matrix:
9/19/2023 15:00
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
MAVPH (Prep)
MADEP-VPH Prep Batch(es):V38340 09/25/23 08:00
<4.02 µg/L 4.02 50.0Aromatic C9-C10 1 09/25/23 21:59 V38341TBL
MADEP-VPHSurrogate: 2,5-Dibromotoluene (FID)112 Limits: 70-130%09/25/23 21:591 TBL
MADEP-VPHSurrogate: 2,5-Dibromotoluene (PID)98.1 Limits: 70-130%09/25/23 21:591 TBL
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 13 of 52
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0031
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #3622 Received : 09/21/2023
Handy Mart
Report Date : 10/02/2023
Sample ID :
Lab No :
Sampled:MW-3R
95967 Matrix:
9/19/2023 14:32
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
<0.180 µg/L 0.180 0.500Benzene 1 09/26/23 20:17 V38416ENM
<0.500 µg/L 0.500 0.500Di-Isopropyl Ether (DIPE)1 09/26/23 20:17 V38416ENM
<0.170 µg/L 0.170 0.500Ethylbenzene 1 09/26/23 20:17 V38416ENM
0.385 J µg/L 0.140 1.00Methyl tert-butyl ether (MTBE)1 09/26/23 20:17 V38416ENM
<0.470 µg/L 0.470 1.00Naphthalene 1 09/26/23 20:17 V38416ENM
<0.220 µg/L 0.220 0.500Toluene 1 09/26/23 20:17 V38416ENM
<0.210 µg/L 0.210 0.500o-Xylene 1 09/26/23 20:17 V38416ENM
<0.420 µg/L 0.420 1.00m,p-Xylene 1 09/26/23 20:17 V38416ENM
<0.21 µg/L 0.210 0.500Xylene (Total)1 09/26/23 20:17 V38416
Surrogate: 4-Bromofluorobenzene 92.4 Limits: 70-130%09/26/23 20:171 ENM V38416
Surrogate: Dibromofluoromethane 103 Limits: 70-130%09/26/23 20:171 ENM V38416
Surrogate: 1,2-Dichloroethane - d4 108 Limits: 70-130%09/26/23 20:171 ENM V38416
Surrogate: Toluene-d8 98.6 Limits: 70-130%09/26/23 20:171 ENM V38416
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V38350 09/26/23 11:13
<0.305 µg/L 0.305 2.02Acenaphthene 1 09/26/23 22:42 V38372AMP
<0.299 µg/L 0.299 2.02Acenaphthylene 1 09/26/23 22:42 V38372AMP
<0.844 µg/L 0.844 2.02Anthracene 1 09/26/23 22:42 V38372AMP
<1.33 M µg/L 1.33 10.1Benzidine 1 09/26/23 22:42 V38372AMP
<0.643 µg/L 0.643 2.02Benzo(a)anthracene 1 09/26/23 22:42 V38372AMP
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 14 of 52
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0031
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #3622 Received : 09/21/2023
Handy Mart
Report Date : 10/02/2023
Sample ID :
Lab No :
Sampled:MW-3R
95967 Matrix:
9/19/2023 14:32
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V38350 09/26/23 11:13
<1.03 µg/L 1.03 2.02Benzo(a)pyrene 1 09/26/23 22:42 V38372AMP
<2.51 µg/L 2.51 5.05Benzo(b)fluoranthene 1 09/26/23 22:42 V38372AMP
<1.02 µg/L 1.02 5.05Benzo(g,h,i)perylene 1 09/26/23 22:42 V38372AMP
<2.01 µg/L 2.01 5.05Benzo(k)fluoranthene 1 09/26/23 22:42 V38372AMP
<1.11 µg/L 1.11 10.1Benzoic Acid 1 09/26/23 22:42 V38372AMP
<0.690 µg/L 0.690 5.05Benzyl alcohol 1 09/26/23 22:42 V38372AMP
<0.472 µg/L 0.472 5.05Bis(2-Chloroethoxy)methane 1 09/26/23 22:42 V38372AMP
<1.05 µg/L 1.05 5.05Bis(2-Chloroethyl)ether 1 09/26/23 22:42 V38372AMP
<1.09 µg/L 1.09 5.05Bis(2-Chloroisopropyl)ether 1 09/26/23 22:42 V38372AMP
<3.49 µg/L 3.49 10.1Bis(2-ethylhexyl)phthalate 1 09/26/23 22:42 V38372AMP
<1.12 µg/L 1.12 5.054-Bromophenyl phenyl ether 1 09/26/23 22:42 V38372AMP
<1.85 µg/L 1.85 5.05Butyl benzyl phthalate 1 09/26/23 22:42 V38372AMP
<1.19 µg/L 1.19 5.054-Chloro-3-methylphenol 1 09/26/23 22:42 V38372AMP
<7.45 µg/L 7.45 20.22-Chloronaphthalene 1 09/26/23 22:42 V38372AMP
<0.947 µg/L 0.947 10.12-Chlorophenol 1 09/26/23 22:42 V38372AMP
<1.73 µg/L 1.73 5.054-Chlorophenyl phenyl ether 1 09/26/23 22:42 V38372AMP
<0.409 µg/L 0.409 2.02Chrysene 1 09/26/23 22:42 V38372AMP
<0.438 µg/L 0.438 2.02Dibenz(a,h)anthracene 1 09/26/23 22:42 V38372AMP
<0.864 µg/L 0.864 5.05Dibenzofuran 1 09/26/23 22:42 V38372AMP
<2.02 µg/L 2.02 5.051,2-Dichlorobenzene 1 09/26/23 22:42 V38372AMP
<2.02 µg/L 2.02 5.051,3-Dichlorobenzene 1 09/26/23 22:42 V38372AMP
<2.07 µg/L 2.07 5.051,4-Dichlorobenzene 1 09/26/23 22:42 V38372AMP
<1.91 µg/L 1.91 5.053,3'-Dichlorobenzidine 1 09/26/23 22:42 V38372AMP
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 15 of 52
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0031
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #3622 Received : 09/21/2023
Handy Mart
Report Date : 10/02/2023
Sample ID :
Lab No :
Sampled:MW-3R
95967 Matrix:
9/19/2023 14:32
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V38350 09/26/23 11:13
<1.47 µg/L 1.47 10.12,4-Dichlorophenol 1 09/26/23 22:42 V38372AMP
<0.752 µg/L 0.752 5.05Diethyl phthalate 1 09/26/23 22:42 V38372AMP
<0.948 µg/L 0.948 5.05Dimethyl phthalate 1 09/26/23 22:42 V38372AMP
<1.59 µg/L 1.59 20.22,4-Dimethylphenol 1 09/26/23 22:42 V38372AMP
<2.08 µg/L 2.08 5.05Di-n-butyl phthalate 1 09/26/23 22:42 V38372AMP
<2.09 µg/L 2.09 10.14,6-Dinitro-2-methylphenol 1 09/26/23 22:42 V38372AMP
<1.94 µg/L 1.94 10.12,4-Dinitrophenol 1 09/26/23 22:42 V38372AMP
<1.12 µg/L 1.12 5.052,4-Dinitrotoluene 1 09/26/23 22:42 V38372AMP
<0.817 µg/L 0.817 5.052,6-Dinitrotoluene 1 09/26/23 22:42 V38372AMP
<1.67 µg/L 1.67 5.05Di-n-Octyl Phthalate 1 09/26/23 22:42 V38372AMP
<0.252 µg/L 0.252 2.02Fluoranthene 1 09/26/23 22:42 V38372AMP
<0.815 µg/L 0.815 2.02Fluorene 1 09/26/23 22:42 V38372AMP
<0.988 µg/L 0.988 5.05Hexachlorobenzene 1 09/26/23 22:42 V38372AMP
<2.76 µg/L 2.76 5.05Hexachlorobutadiene 1 09/26/23 22:42 V38372AMP
<2.07 µg/L 2.07 5.05Hexachlorocyclopentadiene 1 09/26/23 22:42 V38372AMP
<1.78 µg/L 1.78 5.05Hexachloroethane 1 09/26/23 22:42 V38372AMP
<0.481 µg/L 0.481 2.02Indeno(1,2,3-cd)pyrene 1 09/26/23 22:42 V38372AMP
<0.448 µg/L 0.448 5.05Isophorone 1 09/26/23 22:42 V38372AMP
<1.15 µg/L 1.15 2.021-Methylnaphthalene 1 09/26/23 22:42 V38372AMP
<0.672 µg/L 0.672 2.022-Methylnaphthalene 1 09/26/23 22:42 V38372AMP
<0.735 µg/L 0.735 2.02Naphthalene 1 09/26/23 22:42 V38372AMP
<0.914 µg/L 0.914 5.05Nitrobenzene 1 09/26/23 22:42 V38372AMP
<0.497 µg/L 0.497 5.052-Nitrophenol 1 09/26/23 22:42 V38372AMP
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 16 of 52
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0031
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #3622 Received : 09/21/2023
Handy Mart
Report Date : 10/02/2023
Sample ID :
Lab No :
Sampled:MW-3R
95967 Matrix:
9/19/2023 14:32
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V38350 09/26/23 11:13
<1.24 µg/L 1.24 10.14-Nitrophenol 1 09/26/23 22:42 V38372AMP
<1.11 µg/L 1.11 5.05N-Nitrosodiphenylamine 1 09/26/23 22:42 V38372AMP
<0.647 µg/L 0.647 5.05N-Nitroso-di-n-propylamine 1 09/26/23 22:42 V38372AMP
<1.44 µg/L 1.44 5.05Pentachlorophenol 1 09/26/23 22:42 V38372AMP
<0.432 µg/L 0.432 2.02Phenanthrene 1 09/26/23 22:42 V38372AMP
<0.657 µg/L 0.657 5.05Phenol 1 09/26/23 22:42 V38372AMP
<0.438 µg/L 0.438 2.02Pyrene 1 09/26/23 22:42 V38372AMP
<2.23 µg/L 2.23 5.051,2,4-Trichlorobenzene 1 09/26/23 22:42 V38372AMP
<1.33 µg/L 1.33 5.052,4,6-Trichlorophenol 1 09/26/23 22:42 V38372AMP
625.1Surrogate: Phenol-d5 33.9 Limits: 10-63%09/26/23 22:421 AMP
Surrogate: 2-Fluorobiphenyl 68.5 Limits: 49-118%09/26/23 22:421 AMP V38372
Surrogate: 2-Fluorophenol 47.8 Limits: 22-84%09/26/23 22:421 AMP V38372
Surrogate: Nitrobenzene-d5 64.4 Limits: 43-123%09/26/23 22:421 AMP V38372
Surrogate: 4-Terphenyl-d14 82.0 Limits: 49-151%09/26/23 22:421 AMP V38372
Surrogate: 2,4,6-Tribromophenol 80.3 Limits: 31-144%09/26/23 22:421 AMP V38372
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 17 of 52
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0031
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #3622 Received : 09/21/2023
Handy Mart
Report Date : 10/02/2023
Sample ID :
Lab No :
Sampled:MW-3R
95967 Matrix:
9/19/2023 14:32
Aqueous
Analytical Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
CALCULATION
<11.5 µg/L 11.5 50.0Aliphatic C5-C8 (Adjusted)1 09/25/23 22:23
<25.8 µg/L 25.8 50.0Aliphatics C9-C12 (Adjusted)1 09/25/23 22:23
<4.02 µg/L 4.02 50.0Aromatic C9-C10 (Adjusted)1 09/25/23 22:23
<61.2 µg/L 61.2 250Aromatic C11-C22 (Adjusted)1 09/26/23 22:42
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
MAEPH (Prep)
MADEP-EPH Prep Batch(es):V38500 09/29/23 10:10
<28.2 µg/L 28.2 350Aliphatic C9-C18 1 09/30/23 16:01 V38527AMP
<124 µg/L 124 500Aliphatic C19-C36 1 09/30/23 16:01 V38527AMP
<61.2 µg/L 61.2 250Aromatic C11-C22 1 09/30/23 16:01 V38527AMP
MADEP-EPHSurrogate: 2-Bromonaphthalene 70.5 Limits: 40-140%09/30/23 16:011 AMP
MADEP-EPHSurrogate: Chlorooctadecane 55.8 Limits: 40-140%09/30/23 16:011 AMP
MADEP-EPHSurrogate: OTP Surrogate 56.1 Limits: 40-140%09/30/23 16:011 AMP
Surrogate: 2-Fluorobiphenyl 78.8 Limits: 40-140%09/30/23 16:011 AMP V38527
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
MAVPH (Prep)
MADEP-VPH Prep Batch(es):V38340 09/25/23 08:00
<11.5 µg/L 11.5 50.0Aliphatic C5-C8 1 09/25/23 22:23 V38341TBL
<25.8 µg/L 25.8 50.0Aliphatic C9-C12 1 09/25/23 22:23 V38341TBL
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 18 of 52
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0031
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #3622 Received : 09/21/2023
Handy Mart
Report Date : 10/02/2023
Sample ID :
Lab No :
Sampled:MW-3R
95967 Matrix:
9/19/2023 14:32
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
MAVPH (Prep)
MADEP-VPH Prep Batch(es):V38340 09/25/23 08:00
<4.02 µg/L 4.02 50.0Aromatic C9-C10 1 09/25/23 22:23 V38341TBL
MADEP-VPHSurrogate: 2,5-Dibromotoluene (FID)117 Limits: 70-130%09/25/23 22:231 TBL
MADEP-VPHSurrogate: 2,5-Dibromotoluene (PID)99.2 Limits: 70-130%09/25/23 22:231 TBL
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 19 of 52
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0031
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #3622 Received : 09/21/2023
Handy Mart
Report Date : 10/02/2023
Sample ID :
Lab No :
Sampled:MW-4R
95968 Matrix:
9/19/2023 14:15
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
<0.180 µg/L 0.180 0.500Benzene 1 09/26/23 20:41 V38416ENM
<0.500 µg/L 0.500 0.500Di-Isopropyl Ether (DIPE)1 09/26/23 20:41 V38416ENM
<0.170 µg/L 0.170 0.500Ethylbenzene 1 09/26/23 20:41 V38416ENM
<0.140 µg/L 0.140 1.00Methyl tert-butyl ether (MTBE)1 09/26/23 20:41 V38416ENM
<0.470 µg/L 0.470 1.00Naphthalene 1 09/26/23 20:41 V38416ENM
<0.220 µg/L 0.220 0.500Toluene 1 09/26/23 20:41 V38416ENM
<0.210 µg/L 0.210 0.500o-Xylene 1 09/26/23 20:41 V38416ENM
<0.420 µg/L 0.420 1.00m,p-Xylene 1 09/26/23 20:41 V38416ENM
<0.21 µg/L 0.210 0.500Xylene (Total)1 09/26/23 20:41 V38416
Surrogate: 4-Bromofluorobenzene 93.0 Limits: 70-130%09/26/23 20:411 ENM V38416
Surrogate: Dibromofluoromethane 100 Limits: 70-130%09/26/23 20:411 ENM V38416
Surrogate: 1,2-Dichloroethane - d4 108 Limits: 70-130%09/26/23 20:411 ENM V38416
Surrogate: Toluene-d8 98.8 Limits: 70-130%09/26/23 20:411 ENM V38416
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V38350 09/26/23 11:13
<0.335 µg/L 0.335 2.22Acenaphthene 1 09/26/23 22:19 V38372AMP
<0.329 µg/L 0.329 2.22Acenaphthylene 1 09/26/23 22:19 V38372AMP
<0.927 µg/L 0.927 2.22Anthracene 1 09/26/23 22:19 V38372AMP
<1.47 M µg/L 1.47 11.1Benzidine 1 09/26/23 22:19 V38372AMP
<0.707 µg/L 0.707 2.22Benzo(a)anthracene 1 09/26/23 22:19 V38372AMP
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 20 of 52
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0031
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #3622 Received : 09/21/2023
Handy Mart
Report Date : 10/02/2023
Sample ID :
Lab No :
Sampled:MW-4R
95968 Matrix:
9/19/2023 14:15
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V38350 09/26/23 11:13
<1.13 µg/L 1.13 2.22Benzo(a)pyrene 1 09/26/23 22:19 V38372AMP
<2.77 µg/L 2.77 5.56Benzo(b)fluoranthene 1 09/26/23 22:19 V38372AMP
<1.12 µg/L 1.12 5.56Benzo(g,h,i)perylene 1 09/26/23 22:19 V38372AMP
<2.21 µg/L 2.21 5.56Benzo(k)fluoranthene 1 09/26/23 22:19 V38372AMP
<1.22 µg/L 1.22 11.1Benzoic Acid 1 09/26/23 22:19 V38372AMP
<0.760 µg/L 0.760 5.56Benzyl alcohol 1 09/26/23 22:19 V38372AMP
<0.520 µg/L 0.520 5.56Bis(2-Chloroethoxy)methane 1 09/26/23 22:19 V38372AMP
<1.16 µg/L 1.16 5.56Bis(2-Chloroethyl)ether 1 09/26/23 22:19 V38372AMP
<1.20 µg/L 1.20 5.56Bis(2-Chloroisopropyl)ether 1 09/26/23 22:19 V38372AMP
<3.84 µg/L 3.84 11.1Bis(2-ethylhexyl)phthalate 1 09/26/23 22:19 V38372AMP
<1.23 µg/L 1.23 5.564-Bromophenyl phenyl ether 1 09/26/23 22:19 V38372AMP
<2.03 µg/L 2.03 5.56Butyl benzyl phthalate 1 09/26/23 22:19 V38372AMP
<1.31 µg/L 1.31 5.564-Chloro-3-methylphenol 1 09/26/23 22:19 V38372AMP
<8.19 µg/L 8.19 22.22-Chloronaphthalene 1 09/26/23 22:19 V38372AMP
<1.04 µg/L 1.04 11.12-Chlorophenol 1 09/26/23 22:19 V38372AMP
<1.90 µg/L 1.90 5.564-Chlorophenyl phenyl ether 1 09/26/23 22:19 V38372AMP
<0.449 µg/L 0.449 2.22Chrysene 1 09/26/23 22:19 V38372AMP
<0.481 µg/L 0.481 2.22Dibenz(a,h)anthracene 1 09/26/23 22:19 V38372AMP
<0.951 µg/L 0.951 5.56Dibenzofuran 1 09/26/23 22:19 V38372AMP
<2.22 µg/L 2.22 5.561,2-Dichlorobenzene 1 09/26/23 22:19 V38372AMP
<2.22 µg/L 2.22 5.561,3-Dichlorobenzene 1 09/26/23 22:19 V38372AMP
<2.28 µg/L 2.28 5.561,4-Dichlorobenzene 1 09/26/23 22:19 V38372AMP
<2.10 µg/L 2.10 5.563,3'-Dichlorobenzidine 1 09/26/23 22:19 V38372AMP
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 21 of 52
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0031
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #3622 Received : 09/21/2023
Handy Mart
Report Date : 10/02/2023
Sample ID :
Lab No :
Sampled:MW-4R
95968 Matrix:
9/19/2023 14:15
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V38350 09/26/23 11:13
<1.62 µg/L 1.62 11.12,4-Dichlorophenol 1 09/26/23 22:19 V38372AMP
<0.828 µg/L 0.828 5.56Diethyl phthalate 1 09/26/23 22:19 V38372AMP
<1.04 µg/L 1.04 5.56Dimethyl phthalate 1 09/26/23 22:19 V38372AMP
<1.74 µg/L 1.74 22.22,4-Dimethylphenol 1 09/26/23 22:19 V38372AMP
<2.29 µg/L 2.29 5.56Di-n-butyl phthalate 1 09/26/23 22:19 V38372AMP
<2.30 µg/L 2.30 11.14,6-Dinitro-2-methylphenol 1 09/26/23 22:19 V38372AMP
<2.13 µg/L 2.13 11.12,4-Dinitrophenol 1 09/26/23 22:19 V38372AMP
<1.23 µg/L 1.23 5.562,4-Dinitrotoluene 1 09/26/23 22:19 V38372AMP
<0.899 µg/L 0.899 5.562,6-Dinitrotoluene 1 09/26/23 22:19 V38372AMP
<1.83 µg/L 1.83 5.56Di-n-Octyl Phthalate 1 09/26/23 22:19 V38372AMP
<0.277 µg/L 0.277 2.22Fluoranthene 1 09/26/23 22:19 V38372AMP
<0.895 µg/L 0.895 2.22Fluorene 1 09/26/23 22:19 V38372AMP
<1.09 µg/L 1.09 5.56Hexachlorobenzene 1 09/26/23 22:19 V38372AMP
<3.04 µg/L 3.04 5.56Hexachlorobutadiene 1 09/26/23 22:19 V38372AMP
<2.28 µg/L 2.28 5.56Hexachlorocyclopentadiene 1 09/26/23 22:19 V38372AMP
<1.96 µg/L 1.96 5.56Hexachloroethane 1 09/26/23 22:19 V38372AMP
<0.529 µg/L 0.529 2.22Indeno(1,2,3-cd)pyrene 1 09/26/23 22:19 V38372AMP
<0.493 µg/L 0.493 5.56Isophorone 1 09/26/23 22:19 V38372AMP
<1.27 µg/L 1.27 2.221-Methylnaphthalene 1 09/26/23 22:19 V38372AMP
<0.739 µg/L 0.739 2.222-Methylnaphthalene 1 09/26/23 22:19 V38372AMP
<0.808 µg/L 0.808 2.22Naphthalene 1 09/26/23 22:19 V38372AMP
<1.01 µg/L 1.01 5.56Nitrobenzene 1 09/26/23 22:19 V38372AMP
<0.548 µg/L 0.548 5.562-Nitrophenol 1 09/26/23 22:19 V38372AMP
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 22 of 52
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0031
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #3622 Received : 09/21/2023
Handy Mart
Report Date : 10/02/2023
Sample ID :
Lab No :
Sampled:MW-4R
95968 Matrix:
9/19/2023 14:15
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V38350 09/26/23 11:13
<1.37 µg/L 1.37 11.14-Nitrophenol 1 09/26/23 22:19 V38372AMP
<1.22 µg/L 1.22 5.56N-Nitrosodiphenylamine 1 09/26/23 22:19 V38372AMP
<0.712 µg/L 0.712 5.56N-Nitroso-di-n-propylamine 1 09/26/23 22:19 V38372AMP
<1.59 µg/L 1.59 5.56Pentachlorophenol 1 09/26/23 22:19 V38372AMP
<0.475 µg/L 0.475 2.22Phenanthrene 1 09/26/23 22:19 V38372AMP
<0.723 µg/L 0.723 5.56Phenol 1 09/26/23 22:19 V38372AMP
<0.481 µg/L 0.481 2.22Pyrene 1 09/26/23 22:19 V38372AMP
<2.46 µg/L 2.46 5.561,2,4-Trichlorobenzene 1 09/26/23 22:19 V38372AMP
<1.47 µg/L 1.47 5.562,4,6-Trichlorophenol 1 09/26/23 22:19 V38372AMP
625.1Surrogate: Phenol-d5 30.0 Limits: 10-63%09/26/23 22:191 AMP
Surrogate: 2-Fluorobiphenyl 57.4 Limits: 49-118%09/26/23 22:191 AMP V38372
Surrogate: 2-Fluorophenol 43.2 Limits: 22-84%09/26/23 22:191 AMP V38372
Surrogate: Nitrobenzene-d5 54.3 Limits: 43-123%09/26/23 22:191 AMP V38372
Surrogate: 4-Terphenyl-d14 75.7 Limits: 49-151%09/26/23 22:191 AMP V38372
Surrogate: 2,4,6-Tribromophenol 71.2 Limits: 31-144%09/26/23 22:191 AMP V38372
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 23 of 52
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0031
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #3622 Received : 09/21/2023
Handy Mart
Report Date : 10/02/2023
Sample ID :
Lab No :
Sampled:MW-4R
95968 Matrix:
9/19/2023 14:15
Aqueous
Analytical Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
CALCULATION
<11.5 µg/L 11.5 50.0Aliphatic C5-C8 (Adjusted)1 09/25/23 22:46
<25.8 µg/L 25.8 50.0Aliphatics C9-C12 (Adjusted)1 09/25/23 22:46
<4.02 µg/L 4.02 50.0Aromatic C9-C10 (Adjusted)1 09/25/23 22:46
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
MAVPH (Prep)
MADEP-VPH Prep Batch(es):V38340 09/25/23 08:00
<11.5 µg/L 11.5 50.0Aliphatic C5-C8 1 09/25/23 22:46 V38341TBL
<25.8 µg/L 25.8 50.0Aliphatic C9-C12 1 09/25/23 22:46 V38341TBL
<4.02 µg/L 4.02 50.0Aromatic C9-C10 1 09/25/23 22:46 V38341TBL
MADEP-VPHSurrogate: 2,5-Dibromotoluene (FID)114 Limits: 70-130%09/25/23 22:461 TBL
MADEP-VPHSurrogate: 2,5-Dibromotoluene (PID)99.0 Limits: 70-130%09/25/23 22:461 TBL
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 24 of 52
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0031
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #3622 Received : 09/21/2023
Handy Mart
Report Date : 10/02/2023
Sample ID :
Lab No :
Sampled:MW-10
95969 Matrix:
9/19/2023 14:47
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
<0.180 µg/L 0.180 0.500Benzene 1 09/26/23 21:06 V38416ENM
<0.500 µg/L 0.500 0.500Di-Isopropyl Ether (DIPE)1 09/26/23 21:06 V38416ENM
<0.170 µg/L 0.170 0.500Ethylbenzene 1 09/26/23 21:06 V38416ENM
<0.140 µg/L 0.140 1.00Methyl tert-butyl ether (MTBE)1 09/26/23 21:06 V38416ENM
<0.470 µg/L 0.470 1.00Naphthalene 1 09/26/23 21:06 V38416ENM
<0.220 µg/L 0.220 0.500Toluene 1 09/26/23 21:06 V38416ENM
<0.210 µg/L 0.210 0.500o-Xylene 1 09/26/23 21:06 V38416ENM
<0.420 µg/L 0.420 1.00m,p-Xylene 1 09/26/23 21:06 V38416ENM
<0.21 µg/L 0.210 0.500Xylene (Total)1 09/26/23 21:06 V38416
Surrogate: 4-Bromofluorobenzene 91.6 Limits: 70-130%09/26/23 21:061 ENM V38416
Surrogate: Dibromofluoromethane 100 Limits: 70-130%09/26/23 21:061 ENM V38416
Surrogate: 1,2-Dichloroethane - d4 109 Limits: 70-130%09/26/23 21:061 ENM V38416
Surrogate: Toluene-d8 97.4 Limits: 70-130%09/26/23 21:061 ENM V38416
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V38350 09/26/23 11:13
<0.335 µg/L 0.335 2.22Acenaphthene 1 09/26/23 23:05 V38372AMP
<0.329 µg/L 0.329 2.22Acenaphthylene 1 09/26/23 23:05 V38372AMP
<0.927 µg/L 0.927 2.22Anthracene 1 09/26/23 23:05 V38372AMP
<1.47 M µg/L 1.47 11.1Benzidine 1 09/26/23 23:05 V38372AMP
<0.707 µg/L 0.707 2.22Benzo(a)anthracene 1 09/26/23 23:05 V38372AMP
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 25 of 52
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0031
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #3622 Received : 09/21/2023
Handy Mart
Report Date : 10/02/2023
Sample ID :
Lab No :
Sampled:MW-10
95969 Matrix:
9/19/2023 14:47
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V38350 09/26/23 11:13
<1.13 µg/L 1.13 2.22Benzo(a)pyrene 1 09/26/23 23:05 V38372AMP
<2.77 µg/L 2.77 5.56Benzo(b)fluoranthene 1 09/26/23 23:05 V38372AMP
<1.12 µg/L 1.12 5.56Benzo(g,h,i)perylene 1 09/26/23 23:05 V38372AMP
<2.21 µg/L 2.21 5.56Benzo(k)fluoranthene 1 09/26/23 23:05 V38372AMP
<1.22 µg/L 1.22 11.1Benzoic Acid 1 09/26/23 23:05 V38372AMP
<0.760 µg/L 0.760 5.56Benzyl alcohol 1 09/26/23 23:05 V38372AMP
<0.520 µg/L 0.520 5.56Bis(2-Chloroethoxy)methane 1 09/26/23 23:05 V38372AMP
<1.16 µg/L 1.16 5.56Bis(2-Chloroethyl)ether 1 09/26/23 23:05 V38372AMP
<1.20 µg/L 1.20 5.56Bis(2-Chloroisopropyl)ether 1 09/26/23 23:05 V38372AMP
<3.84 µg/L 3.84 11.1Bis(2-ethylhexyl)phthalate 1 09/26/23 23:05 V38372AMP
<1.23 µg/L 1.23 5.564-Bromophenyl phenyl ether 1 09/26/23 23:05 V38372AMP
<2.03 µg/L 2.03 5.56Butyl benzyl phthalate 1 09/26/23 23:05 V38372AMP
<1.31 µg/L 1.31 5.564-Chloro-3-methylphenol 1 09/26/23 23:05 V38372AMP
<8.19 µg/L 8.19 22.22-Chloronaphthalene 1 09/26/23 23:05 V38372AMP
<1.04 µg/L 1.04 11.12-Chlorophenol 1 09/26/23 23:05 V38372AMP
<1.90 µg/L 1.90 5.564-Chlorophenyl phenyl ether 1 09/26/23 23:05 V38372AMP
<0.449 µg/L 0.449 2.22Chrysene 1 09/26/23 23:05 V38372AMP
<0.481 µg/L 0.481 2.22Dibenz(a,h)anthracene 1 09/26/23 23:05 V38372AMP
<0.951 µg/L 0.951 5.56Dibenzofuran 1 09/26/23 23:05 V38372AMP
<2.22 µg/L 2.22 5.561,2-Dichlorobenzene 1 09/26/23 23:05 V38372AMP
<2.22 µg/L 2.22 5.561,3-Dichlorobenzene 1 09/26/23 23:05 V38372AMP
<2.28 µg/L 2.28 5.561,4-Dichlorobenzene 1 09/26/23 23:05 V38372AMP
<2.10 µg/L 2.10 5.563,3'-Dichlorobenzidine 1 09/26/23 23:05 V38372AMP
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 26 of 52
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0031
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #3622 Received : 09/21/2023
Handy Mart
Report Date : 10/02/2023
Sample ID :
Lab No :
Sampled:MW-10
95969 Matrix:
9/19/2023 14:47
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V38350 09/26/23 11:13
<1.62 µg/L 1.62 11.12,4-Dichlorophenol 1 09/26/23 23:05 V38372AMP
<0.828 µg/L 0.828 5.56Diethyl phthalate 1 09/26/23 23:05 V38372AMP
<1.04 µg/L 1.04 5.56Dimethyl phthalate 1 09/26/23 23:05 V38372AMP
<1.74 µg/L 1.74 22.22,4-Dimethylphenol 1 09/26/23 23:05 V38372AMP
<2.29 µg/L 2.29 5.56Di-n-butyl phthalate 1 09/26/23 23:05 V38372AMP
<2.30 µg/L 2.30 11.14,6-Dinitro-2-methylphenol 1 09/26/23 23:05 V38372AMP
<2.13 µg/L 2.13 11.12,4-Dinitrophenol 1 09/26/23 23:05 V38372AMP
<1.23 µg/L 1.23 5.562,4-Dinitrotoluene 1 09/26/23 23:05 V38372AMP
<0.899 µg/L 0.899 5.562,6-Dinitrotoluene 1 09/26/23 23:05 V38372AMP
<1.83 µg/L 1.83 5.56Di-n-Octyl Phthalate 1 09/26/23 23:05 V38372AMP
<0.277 µg/L 0.277 2.22Fluoranthene 1 09/26/23 23:05 V38372AMP
<0.895 µg/L 0.895 2.22Fluorene 1 09/26/23 23:05 V38372AMP
<1.09 µg/L 1.09 5.56Hexachlorobenzene 1 09/26/23 23:05 V38372AMP
<3.04 µg/L 3.04 5.56Hexachlorobutadiene 1 09/26/23 23:05 V38372AMP
<2.28 µg/L 2.28 5.56Hexachlorocyclopentadiene 1 09/26/23 23:05 V38372AMP
<1.96 µg/L 1.96 5.56Hexachloroethane 1 09/26/23 23:05 V38372AMP
<0.529 µg/L 0.529 2.22Indeno(1,2,3-cd)pyrene 1 09/26/23 23:05 V38372AMP
<0.493 µg/L 0.493 5.56Isophorone 1 09/26/23 23:05 V38372AMP
<1.27 µg/L 1.27 2.221-Methylnaphthalene 1 09/26/23 23:05 V38372AMP
<0.739 µg/L 0.739 2.222-Methylnaphthalene 1 09/26/23 23:05 V38372AMP
<0.808 µg/L 0.808 2.22Naphthalene 1 09/26/23 23:05 V38372AMP
<1.01 µg/L 1.01 5.56Nitrobenzene 1 09/26/23 23:05 V38372AMP
<0.548 µg/L 0.548 5.562-Nitrophenol 1 09/26/23 23:05 V38372AMP
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 27 of 52
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0031
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #3622 Received : 09/21/2023
Handy Mart
Report Date : 10/02/2023
Sample ID :
Lab No :
Sampled:MW-10
95969 Matrix:
9/19/2023 14:47
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V38350 09/26/23 11:13
<1.37 µg/L 1.37 11.14-Nitrophenol 1 09/26/23 23:05 V38372AMP
<1.22 µg/L 1.22 5.56N-Nitrosodiphenylamine 1 09/26/23 23:05 V38372AMP
<0.712 µg/L 0.712 5.56N-Nitroso-di-n-propylamine 1 09/26/23 23:05 V38372AMP
<1.59 µg/L 1.59 5.56Pentachlorophenol 1 09/26/23 23:05 V38372AMP
<0.475 µg/L 0.475 2.22Phenanthrene 1 09/26/23 23:05 V38372AMP
<0.723 µg/L 0.723 5.56Phenol 1 09/26/23 23:05 V38372AMP
<0.481 µg/L 0.481 2.22Pyrene 1 09/26/23 23:05 V38372AMP
<2.46 µg/L 2.46 5.561,2,4-Trichlorobenzene 1 09/26/23 23:05 V38372AMP
<1.47 µg/L 1.47 5.562,4,6-Trichlorophenol 1 09/26/23 23:05 V38372AMP
625.1Surrogate: Phenol-d5 23.6 Limits: 10-63%09/26/23 23:051 AMP
Surrogate: 2-Fluorobiphenyl 35.4 *Limits: 49-118%09/26/23 23:051 AMP V38372
Surrogate: 2-Fluorophenol 31.9 Limits: 22-84%09/26/23 23:051 AMP V38372
Surrogate: Nitrobenzene-d5 32.6 *Limits: 43-123%09/26/23 23:051 AMP V38372
Surrogate: 4-Terphenyl-d14 54.1 Limits: 49-151%09/26/23 23:051 AMP V38372
Surrogate: 2,4,6-Tribromophenol 49.4 Limits: 31-144%09/26/23 23:051 AMP V38372
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 28 of 52
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0031
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #3622 Received : 09/21/2023
Handy Mart
Report Date : 10/02/2023
Sample ID :
Lab No :
Sampled:MW-10
95969 Matrix:
9/19/2023 14:47
Aqueous
Analytical Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
CALCULATION
<11.5 µg/L 11.5 50.0Aliphatic C5-C8 (Adjusted)1 09/25/23 23:10
<25.8 µg/L 25.8 50.0Aliphatics C9-C12 (Adjusted)1 09/25/23 23:10
<4.02 µg/L 4.02 50.0Aromatic C9-C10 (Adjusted)1 09/25/23 23:10
<61.2 µg/L 61.2 250Aromatic C11-C22 (Adjusted)1 09/26/23 23:05
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
MAEPH (Prep)
MADEP-EPH Prep Batch(es):V38500 09/29/23 10:10
<28.2 µg/L 28.2 350Aliphatic C9-C18 1 09/30/23 16:38 V38527AMP
<124 µg/L 124 500Aliphatic C19-C36 1 09/30/23 16:38 V38527AMP
<61.2 µg/L 61.2 250Aromatic C11-C22 1 09/30/23 16:38 V38527AMP
MADEP-EPHSurrogate: 2-Bromonaphthalene 73.3 Limits: 40-140%09/30/23 16:381 AMP
MADEP-EPHSurrogate: Chlorooctadecane 77.0 Limits: 40-140%09/30/23 16:381 AMP
MADEP-EPHSurrogate: OTP Surrogate 73.9 Limits: 40-140%09/30/23 16:381 AMP
Surrogate: 2-Fluorobiphenyl 84.5 Limits: 40-140%09/30/23 16:381 AMP V38527
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
MAVPH (Prep)
MADEP-VPH Prep Batch(es):V38340 09/25/23 08:00
<11.5 µg/L 11.5 50.0Aliphatic C5-C8 1 09/25/23 23:10 V38341TBL
<25.8 µg/L 25.8 50.0Aliphatic C9-C12 1 09/25/23 23:10 V38341TBL
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 29 of 52
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0031
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #3622 Received : 09/21/2023
Handy Mart
Report Date : 10/02/2023
Sample ID :
Lab No :
Sampled:MW-10
95969 Matrix:
9/19/2023 14:47
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
MAVPH (Prep)
MADEP-VPH Prep Batch(es):V38340 09/25/23 08:00
<4.02 µg/L 4.02 50.0Aromatic C9-C10 1 09/25/23 23:10 V38341TBL
MADEP-VPHSurrogate: 2,5-Dibromotoluene (FID)105 Limits: 70-130%09/25/23 23:101 TBL
MADEP-VPHSurrogate: 2,5-Dibromotoluene (PID)105 Limits: 70-130%09/25/23 23:101 TBL
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 30 of 52
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0031
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #3622 Received : 09/21/2023
Handy Mart
Report Date : 10/02/2023
Sample ID :
Lab No :
Sampled:WSW-2
95970 Matrix:
9/19/2023 15:12
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
<0.180 µg/L 0.180 0.500Benzene 1 09/26/23 21:31 V38416ENM
<0.500 µg/L 0.500 0.500Di-Isopropyl Ether (DIPE)1 09/26/23 21:31 V38416ENM
<0.170 µg/L 0.170 0.500Ethylbenzene 1 09/26/23 21:31 V38416ENM
<0.140 µg/L 0.140 1.00Methyl tert-butyl ether (MTBE)1 09/26/23 21:31 V38416ENM
<0.470 µg/L 0.470 1.00Naphthalene 1 09/26/23 21:31 V38416ENM
<0.220 µg/L 0.220 0.500Toluene 1 09/26/23 21:31 V38416ENM
<0.210 µg/L 0.210 0.500o-Xylene 1 09/26/23 21:31 V38416ENM
<0.420 µg/L 0.420 1.00m,p-Xylene 1 09/26/23 21:31 V38416ENM
<0.21 µg/L 0.210 0.500Xylene (Total)1 09/26/23 21:31 V38416
Surrogate: 4-Bromofluorobenzene 91.8 Limits: 70-130%09/26/23 21:311 ENM V38416
Surrogate: Dibromofluoromethane 101 Limits: 70-130%09/26/23 21:311 ENM V38416
Surrogate: 1,2-Dichloroethane - d4 113 Limits: 70-130%09/26/23 21:311 ENM V38416
Surrogate: Toluene-d8 96.8 Limits: 70-130%09/26/23 21:311 ENM V38416
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V38350 09/26/23 11:13
<0.305 µg/L 0.305 2.02Acenaphthene 1 09/26/23 23:28 V38372AMP
<0.299 µg/L 0.299 2.02Acenaphthylene 1 09/26/23 23:28 V38372AMP
<0.844 µg/L 0.844 2.02Anthracene 1 09/26/23 23:28 V38372AMP
<1.33 M µg/L 1.33 10.1Benzidine 1 09/26/23 23:28 V38372AMP
<0.643 µg/L 0.643 2.02Benzo(a)anthracene 1 09/26/23 23:28 V38372AMP
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 31 of 52
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0031
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #3622 Received : 09/21/2023
Handy Mart
Report Date : 10/02/2023
Sample ID :
Lab No :
Sampled:WSW-2
95970 Matrix:
9/19/2023 15:12
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V38350 09/26/23 11:13
<1.03 µg/L 1.03 2.02Benzo(a)pyrene 1 09/26/23 23:28 V38372AMP
<2.51 µg/L 2.51 5.05Benzo(b)fluoranthene 1 09/26/23 23:28 V38372AMP
<1.02 µg/L 1.02 5.05Benzo(g,h,i)perylene 1 09/26/23 23:28 V38372AMP
<2.01 µg/L 2.01 5.05Benzo(k)fluoranthene 1 09/26/23 23:28 V38372AMP
<1.11 µg/L 1.11 10.1Benzoic Acid 1 09/26/23 23:28 V38372AMP
<0.690 µg/L 0.690 5.05Benzyl alcohol 1 09/26/23 23:28 V38372AMP
<0.472 µg/L 0.472 5.05Bis(2-Chloroethoxy)methane 1 09/26/23 23:28 V38372AMP
<1.05 µg/L 1.05 5.05Bis(2-Chloroethyl)ether 1 09/26/23 23:28 V38372AMP
<1.09 µg/L 1.09 5.05Bis(2-Chloroisopropyl)ether 1 09/26/23 23:28 V38372AMP
<3.49 µg/L 3.49 10.1Bis(2-ethylhexyl)phthalate 1 09/26/23 23:28 V38372AMP
<1.12 µg/L 1.12 5.054-Bromophenyl phenyl ether 1 09/26/23 23:28 V38372AMP
<1.85 µg/L 1.85 5.05Butyl benzyl phthalate 1 09/26/23 23:28 V38372AMP
<1.19 µg/L 1.19 5.054-Chloro-3-methylphenol 1 09/26/23 23:28 V38372AMP
<7.45 µg/L 7.45 20.22-Chloronaphthalene 1 09/26/23 23:28 V38372AMP
<0.947 µg/L 0.947 10.12-Chlorophenol 1 09/26/23 23:28 V38372AMP
<1.73 µg/L 1.73 5.054-Chlorophenyl phenyl ether 1 09/26/23 23:28 V38372AMP
<0.409 µg/L 0.409 2.02Chrysene 1 09/26/23 23:28 V38372AMP
<0.438 µg/L 0.438 2.02Dibenz(a,h)anthracene 1 09/26/23 23:28 V38372AMP
<0.864 µg/L 0.864 5.05Dibenzofuran 1 09/26/23 23:28 V38372AMP
<2.02 µg/L 2.02 5.051,2-Dichlorobenzene 1 09/26/23 23:28 V38372AMP
<2.02 µg/L 2.02 5.051,3-Dichlorobenzene 1 09/26/23 23:28 V38372AMP
<2.07 µg/L 2.07 5.051,4-Dichlorobenzene 1 09/26/23 23:28 V38372AMP
<1.91 µg/L 1.91 5.053,3'-Dichlorobenzidine 1 09/26/23 23:28 V38372AMP
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 32 of 52
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0031
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #3622 Received : 09/21/2023
Handy Mart
Report Date : 10/02/2023
Sample ID :
Lab No :
Sampled:WSW-2
95970 Matrix:
9/19/2023 15:12
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V38350 09/26/23 11:13
<1.47 µg/L 1.47 10.12,4-Dichlorophenol 1 09/26/23 23:28 V38372AMP
<0.752 µg/L 0.752 5.05Diethyl phthalate 1 09/26/23 23:28 V38372AMP
<0.948 µg/L 0.948 5.05Dimethyl phthalate 1 09/26/23 23:28 V38372AMP
<1.59 µg/L 1.59 20.22,4-Dimethylphenol 1 09/26/23 23:28 V38372AMP
<2.08 µg/L 2.08 5.05Di-n-butyl phthalate 1 09/26/23 23:28 V38372AMP
<2.09 µg/L 2.09 10.14,6-Dinitro-2-methylphenol 1 09/26/23 23:28 V38372AMP
<1.94 µg/L 1.94 10.12,4-Dinitrophenol 1 09/26/23 23:28 V38372AMP
<1.12 µg/L 1.12 5.052,4-Dinitrotoluene 1 09/26/23 23:28 V38372AMP
<0.817 µg/L 0.817 5.052,6-Dinitrotoluene 1 09/26/23 23:28 V38372AMP
<1.67 µg/L 1.67 5.05Di-n-Octyl Phthalate 1 09/26/23 23:28 V38372AMP
<0.252 µg/L 0.252 2.02Fluoranthene 1 09/26/23 23:28 V38372AMP
<0.815 µg/L 0.815 2.02Fluorene 1 09/26/23 23:28 V38372AMP
<0.988 µg/L 0.988 5.05Hexachlorobenzene 1 09/26/23 23:28 V38372AMP
<2.76 µg/L 2.76 5.05Hexachlorobutadiene 1 09/26/23 23:28 V38372AMP
<2.07 µg/L 2.07 5.05Hexachlorocyclopentadiene 1 09/26/23 23:28 V38372AMP
<1.78 µg/L 1.78 5.05Hexachloroethane 1 09/26/23 23:28 V38372AMP
<0.481 µg/L 0.481 2.02Indeno(1,2,3-cd)pyrene 1 09/26/23 23:28 V38372AMP
<0.448 µg/L 0.448 5.05Isophorone 1 09/26/23 23:28 V38372AMP
<1.15 µg/L 1.15 2.021-Methylnaphthalene 1 09/26/23 23:28 V38372AMP
<0.672 µg/L 0.672 2.022-Methylnaphthalene 1 09/26/23 23:28 V38372AMP
<0.735 µg/L 0.735 2.02Naphthalene 1 09/26/23 23:28 V38372AMP
<0.914 µg/L 0.914 5.05Nitrobenzene 1 09/26/23 23:28 V38372AMP
<0.497 µg/L 0.497 5.052-Nitrophenol 1 09/26/23 23:28 V38372AMP
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 33 of 52
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0031
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #3622 Received : 09/21/2023
Handy Mart
Report Date : 10/02/2023
Sample ID :
Lab No :
Sampled:WSW-2
95970 Matrix:
9/19/2023 15:12
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V38350 09/26/23 11:13
<1.24 µg/L 1.24 10.14-Nitrophenol 1 09/26/23 23:28 V38372AMP
<1.11 µg/L 1.11 5.05N-Nitrosodiphenylamine 1 09/26/23 23:28 V38372AMP
<0.647 µg/L 0.647 5.05N-Nitroso-di-n-propylamine 1 09/26/23 23:28 V38372AMP
<1.44 µg/L 1.44 5.05Pentachlorophenol 1 09/26/23 23:28 V38372AMP
<0.432 µg/L 0.432 2.02Phenanthrene 1 09/26/23 23:28 V38372AMP
<0.657 µg/L 0.657 5.05Phenol 1 09/26/23 23:28 V38372AMP
<0.438 µg/L 0.438 2.02Pyrene 1 09/26/23 23:28 V38372AMP
<2.23 µg/L 2.23 5.051,2,4-Trichlorobenzene 1 09/26/23 23:28 V38372AMP
<1.33 µg/L 1.33 5.052,4,6-Trichlorophenol 1 09/26/23 23:28 V38372AMP
625.1Surrogate: Phenol-d5 29.0 Limits: 10-63%09/26/23 23:281 AMP
Surrogate: 2-Fluorobiphenyl 66.1 Limits: 49-118%09/26/23 23:281 AMP V38372
Surrogate: 2-Fluorophenol 42.8 Limits: 22-84%09/26/23 23:281 AMP V38372
Surrogate: Nitrobenzene-d5 60.0 Limits: 43-123%09/26/23 23:281 AMP V38372
Surrogate: 4-Terphenyl-d14 74.9 Limits: 49-151%09/26/23 23:281 AMP V38372
Surrogate: 2,4,6-Tribromophenol 72.2 Limits: 31-144%09/26/23 23:281 AMP V38372
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 34 of 52
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0031
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #3622 Received : 09/21/2023
Handy Mart
Report Date : 10/02/2023
Sample ID :
Lab No :
Sampled:WSW-2
95970 Matrix:
9/19/2023 15:12
Aqueous
Analytical Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
CALCULATION
<11.5 µg/L 11.5 50.0Aliphatic C5-C8 (Adjusted)1 09/25/23 23:33
<25.8 µg/L 25.8 50.0Aliphatics C9-C12 (Adjusted)1 09/25/23 23:33
<4.02 µg/L 4.02 50.0Aromatic C9-C10 (Adjusted)1 09/25/23 23:33
<61.2 µg/L 61.2 250Aromatic C11-C22 (Adjusted)1 09/26/23 23:28
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
MAEPH (Prep)
MADEP-EPH Prep Batch(es):V38500 09/29/23 10:10
<28.2 µg/L 28.2 350Aliphatic C9-C18 1 09/30/23 17:14 V38527AMP
<124 µg/L 124 500Aliphatic C19-C36 1 09/30/23 17:14 V38527AMP
<61.2 µg/L 61.2 250Aromatic C11-C22 1 09/30/23 17:14 V38527AMP
MADEP-EPHSurrogate: 2-Bromonaphthalene 84.3 Limits: 40-140%09/30/23 17:141 AMP
MADEP-EPHSurrogate: Chlorooctadecane 68.3 Limits: 40-140%09/30/23 17:141 AMP
MADEP-EPHSurrogate: OTP Surrogate 76.8 Limits: 40-140%09/30/23 17:141 AMP
Surrogate: 2-Fluorobiphenyl 92.8 Limits: 40-140%09/30/23 17:141 AMP V38527
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
MAVPH (Prep)
MADEP-VPH Prep Batch(es):V38340 09/25/23 08:00
<11.5 µg/L 11.5 50.0Aliphatic C5-C8 1 09/25/23 23:33 V38341TBL
<25.8 µg/L 25.8 50.0Aliphatic C9-C12 1 09/25/23 23:33 V38341TBL
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 35 of 52
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0031
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #3622 Received : 09/21/2023
Handy Mart
Report Date : 10/02/2023
Sample ID :
Lab No :
Sampled:WSW-2
95970 Matrix:
9/19/2023 15:12
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
MAVPH (Prep)
MADEP-VPH Prep Batch(es):V38340 09/25/23 08:00
<4.02 µg/L 4.02 50.0Aromatic C9-C10 1 09/25/23 23:33 V38341TBL
MADEP-VPHSurrogate: 2,5-Dibromotoluene (FID)108 Limits: 70-130%09/25/23 23:331 TBL
MADEP-VPHSurrogate: 2,5-Dibromotoluene (PID)112 Limits: 70-130%09/25/23 23:331 TBL
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 36 of 52
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-264-0031
00087
Geological Resources, Inc.
3502 Hayes Road
Joanna Alley
Monroe
Danyale Love
Project Manager
GRI #3622 Received : 09/21/2023
Handy Mart
Report Date : 10/02/2023
Sample ID :
Lab No :
Sampled:TB
95971 Matrix:
9/19/2023 13:00
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V38455 09/27/23 09:00
<0.180 µg/L 0.180 0.500Benzene 1 09/27/23 13:55 V38456MSA
<0.500 µg/L 0.500 0.500Di-Isopropyl Ether (DIPE)1 09/27/23 13:55 V38456MSA
<0.170 µg/L 0.170 0.500Ethylbenzene 1 09/27/23 13:55 V38456MSA
<0.140 µg/L 0.140 1.00Methyl tert-butyl ether (MTBE)1 09/27/23 13:55 V38456MSA
<0.470 µg/L 0.470 1.00Naphthalene 1 09/27/23 13:55 V38456MSA
<0.220 µg/L 0.220 0.500Toluene 1 09/27/23 13:55 V38456MSA
<0.210 µg/L 0.210 0.500o-Xylene 1 09/27/23 13:55 V38456MSA
<0.420 µg/L 0.420 1.00m,p-Xylene 1 09/27/23 13:55 V38456MSA
<0.21 µg/L 0.210 0.500Xylene (Total)1 09/27/23 13:55 V38456
Surrogate: 4-Bromofluorobenzene 91.6 Limits: 70-130%09/27/23 13:551 MSA V38456
Surrogate: Dibromofluoromethane 100 Limits: 70-130%09/27/23 13:551 MSA V38456
Surrogate: 1,2-Dichloroethane - d4 106 Limits: 70-130%09/27/23 13:551 MSA V38456
Surrogate: Toluene-d8 97.0 Limits: 70-130%09/27/23 13:551 MSA V38456
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 37 of 52
Sample ID Report Lab NoLRB‐V38350 23‐264‐0031 LRB
Paramater Result Units
Dilution 
Factor Method Analysis Date/Time Analyst Batch ID
No TICs Detected N.D. ug/L
1 625 9/26/2023 18:51 APANN V38372
Sample ID Report Lab No
MW‐4R 23‐264‐0031 95968
Paramater Result Units
Dilution 
Factor Method Analysis Date/Time Analyst Batch ID
Hexadecanoic acid 10010 ug/L
1 625 9/26/2023 22:19 APANN V38372
Sample ID Report Lab No
MW‐3R 23‐264‐0031 95967
Paramater Result Units
Dilution 
Factor Method Analysis Date/Time Analyst Batch ID
No TICs Detected N.D. ug/L 1 625 9/26/2023 22:42 APANN V38372
Sample ID Report Lab NoMW‐10 23‐264‐0031 95969
Paramater Result Units
Dilution 
Factor Method Analysis Date/Time Analyst Batch ID
No TICs Detected N.D. ug/L 1 625 9/26/2023 23:05 APANN V38372
Sample ID Report Lab NoWSW‐2 23‐264‐0031 95970
Paramater Result Units
Dilution 
Factor Method Analysis Date/Time Analyst Batch ID
No TICs Detected N.D. ug/L
1 625 9/26/2023 23:28 APANN V38372
Sample ID Report Lab NoMW‐9 23‐264‐0031 95966
Paramater Result Units
Dilution 
Factor Method Analysis Date/Time Analyst Batch ID
No TICs Detected N.D. ug/L
1 625 9/27/2023 1:47 APANN V38372
Page 38 of 52
Quality Control Data
23-264-0031Report No:
Project Description:
Client ID:Geological Resources, Inc.
Handy Mart
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: 95965, 95966, 95967, 95968, 95969, 95970
LRB-V38414 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
%
Recovery
% Rec
Limits
09/26/23 16:590.5000.180<0.180µg/LBenzene
09/26/23 16:590.5000.500<0.500µg/LDi-Isopropyl Ether (DIPE)
09/26/23 16:590.5000.170<0.170µg/LEthylbenzene
09/26/23 16:591.000.140<0.140µg/LMethyl tert-butyl ether (MTBE)
09/26/23 16:591.000.470<0.470µg/LNaphthalene
09/26/23 16:590.5000.220<0.220µg/LToluene
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
18.8 94.096.519.320.0µg/LBenzene 70-130 2.6 20.0
14.7 73.578.515.720.0µg/LDi-Isopropyl Ether (DIPE)70-130 6.5 20.0
19.9 99.510220.420.0µg/LEthylbenzene 70-130 2.4 20.0
20.5 10310921.720.0µg/LMethyl tert-butyl ether (MTBE)70-130 5.6 20.0
22.2 11112625.220.0µg/LNaphthalene 70-130 12.6 20.0
19.4 97.010220.420.0µg/LToluene 70-130 5.0 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
Page 1 of 12Date:10/02/2023 05:56 PM
Page 39 of 52
Quality Control Data
23-264-0031Report No:
Project Description:
Client ID:Geological Resources, Inc.
Handy Mart
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
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
1101101,2-Dichloroethane - d4 (S)70-130
97.697.8Toluene-d8 (S)70-130
Page 2 of 12Date:10/02/2023 05:56 PM
Page 40 of 52
Quality Control Data
23-264-0031Report No:
Project Description:
Client ID:Geological Resources, Inc.
Handy Mart
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: 95971
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 13:300.5000.500<0.500µg/LDi-Isopropyl Ether (DIPE)
09/27/23 13:300.5000.170<0.170µg/LEthylbenzene
09/27/23 13:301.000.140<0.140µg/LMethyl tert-butyl ether (MTBE)
09/27/23 13:301.000.470<0.470µg/LNaphthalene
09/27/23 13:300.5000.220<0.220µg/LToluene
09/27/23 13:300.5000.210<0.210µg/Lo-Xylene
09/27/23 13:301.000.420<0.420µg/Lm,p-Xylene
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
15.2 76.077.515.520.0µg/LDi-Isopropyl Ether (DIPE)70-130 1.9 20.0
20.7 10410520.920.0µg/LEthylbenzene 70-130 0.9 20.0
19.8 99.010721.420.0µg/LMethyl tert-butyl ether (MTBE)70-130 7.7 20.0
22.8 11411522.920.0µg/LNaphthalene 70-130 0.4 20.0
19.6 98.010220.420.0µg/LToluene 70-130 4.0 20.0
21.1 10610521.020.0µg/Lo-Xylene 70-130 0.4 20.0
46.0 11511345.040.0µg/Lm,p-Xylene 70-130 2.1 20.0
92.892.24-Bromofluorobenzene (S)70-130
97.699.2Dibromofluoromethane (S)70-130
Page 3 of 12Date:10/02/2023 05:56 PM
Page 41 of 52
Quality Control Data
23-264-0031Report No:
Project Description:
Client ID:Geological Resources, Inc.
Handy Mart
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V38456QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V38455
LCS-V38455 LCSD-V38455Laboratory Control Sample & LCSD
LCSD
ResultParameter
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
1041091,2-Dichloroethane - d4 (S)70-130
98.898.0Toluene-d8 (S)70-130
Page 4 of 12Date:10/02/2023 05:56 PM
Page 42 of 52
Quality Control Data
23-264-0031Report No:
Project Description:
Client ID:Geological Resources, Inc.
Handy Mart
QC Prep Batch Method:
625.1 - Base/Neutrals and Acids by GC/MS
625.1
V38372QC Analytical Batch(es):
Analysis Method:
Analysis Description:
625.1 (Prep)
QC Prep:V38350
Associated Lab Samples: 95966, 95967, 95968, 95969, 95970
LRB-V38350 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
%
Recovery
% Rec
Limits
09/26/23 18:512.000.302<0.302µg/LAcenaphthene
09/26/23 18:512.000.297<0.297µg/LAcenaphthylene
09/26/23 18:512.000.836<0.836µg/LAnthracene
09/26/23 18:5110.01.32<1.32µg/LBenzidine
09/26/23 18:512.000.637<0.637µg/LBenzo(a)anthracene
09/26/23 18:512.001.02<1.02µg/LBenzo(a)pyrene
09/26/23 18:515.002.49<2.49µg/LBenzo(b)fluoranthene
09/26/23 18:515.001.01<1.01µg/LBenzo(g,h,i)perylene
09/26/23 18:515.001.99<1.99µg/LBenzo(k)fluoranthene
09/26/23 18:5110.01.10<1.10µg/LBenzoic Acid
09/26/23 18:515.000.684<0.684µg/LBenzyl alcohol
09/26/23 18:515.000.468<0.468µg/LBis(2-Chloroethoxy)methane
09/26/23 18:515.001.04<1.04µg/LBis(2-Chloroethyl)ether
09/26/23 18:515.001.08<1.08µg/LBis(2-Chloroisopropyl)ether
09/26/23 18:5110.03.46<3.46µg/LBis(2-ethylhexyl)phthalate
09/26/23 18:515.001.11<1.11µg/L4-Bromophenyl phenyl ether
09/26/23 18:515.001.83<1.83µg/LButyl benzyl phthalate
09/26/23 18:515.001.18<1.18µg/L4-Chloro-3-methylphenol
09/26/23 18:5120.07.38<7.38µg/L2-Chloronaphthalene
09/26/23 18:5110.00.938<0.938µg/L2-Chlorophenol
09/26/23 18:515.001.71<1.71µg/L4-Chlorophenyl phenyl ether
09/26/23 18:512.000.405<0.405µg/LChrysene
09/26/23 18:512.000.434<0.434µg/LDibenz(a,h)anthracene
09/26/23 18:515.000.856<0.856µg/LDibenzofuran
09/26/23 18:515.002.00<2.00µg/L1,2-Dichlorobenzene
09/26/23 18:515.002.00<2.00µg/L1,3-Dichlorobenzene
09/26/23 18:515.002.05<2.05µg/L1,4-Dichlorobenzene
Page 5 of 12Date:10/02/2023 05:56 PM
Page 43 of 52
Quality Control Data
23-264-0031Report No:
Project Description:
Client ID:Geological Resources, Inc.
Handy Mart
QC Prep Batch Method:
625.1 - Base/Neutrals and Acids by GC/MS
625.1
V38372QC Analytical Batch(es):
Analysis Method:
Analysis Description:
625.1 (Prep)
QC Prep:V38350
Associated Lab Samples: 95966, 95967, 95968, 95969, 95970
LRB-V38350 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
%
Recovery
% Rec
Limits
09/26/23 18:515.001.89<1.89µg/L3,3'-Dichlorobenzidine
09/26/23 18:5110.01.46<1.46µg/L2,4-Dichlorophenol
09/26/23 18:515.000.745<0.745µg/LDiethyl phthalate
09/26/23 18:515.000.939<0.939µg/LDimethyl phthalate
09/26/23 18:5120.01.57<1.57µg/L2,4-Dimethylphenol
09/26/23 18:515.002.06<2.06µg/LDi-n-butyl phthalate
09/26/23 18:5110.02.07<2.07µg/L4,6-Dinitro-2-methylphenol
09/26/23 18:5110.01.92<1.92µg/L2,4-Dinitrophenol
09/26/23 18:515.001.11<1.11µg/L2,4-Dinitrotoluene
09/26/23 18:515.000.809<0.809µg/L2,6-Dinitrotoluene
09/26/23 18:515.001.65<1.65µg/LDi-n-Octyl Phthalate
09/26/23 18:512.000.250<0.250µg/LFluoranthene
09/26/23 18:512.000.807<0.807µg/LFluorene
09/26/23 18:515.000.979<0.979µg/LHexachlorobenzene
09/26/23 18:515.002.73<2.73µg/LHexachlorobutadiene
09/26/23 18:515.002.05<2.05µg/LHexachlorocyclopentadiene
09/26/23 18:515.001.76<1.76µg/LHexachloroethane
09/26/23 18:512.000.477<0.477µg/LIndeno(1,2,3-cd)pyrene
09/26/23 18:515.000.444<0.444µg/LIsophorone
09/26/23 18:512.001.14<1.14µg/L1-Methylnaphthalene
09/26/23 18:512.000.666<0.666µg/L2-Methylnaphthalene
09/26/23 18:512.000.728<0.728µg/LNaphthalene
09/26/23 18:515.000.905<0.905µg/LNitrobenzene
09/26/23 18:515.000.493<0.493µg/L2-Nitrophenol
09/26/23 18:5110.01.23<1.23µg/L4-Nitrophenol
09/26/23 18:515.001.10<1.10µg/LN-Nitrosodiphenylamine
09/26/23 18:515.000.641<0.641µg/LN-Nitroso-di-n-propylamine
Page 6 of 12Date:10/02/2023 05:56 PM
Page 44 of 52
Quality Control Data
23-264-0031Report No:
Project Description:
Client ID:Geological Resources, Inc.
Handy Mart
QC Prep Batch Method:
625.1 - Base/Neutrals and Acids by GC/MS
625.1
V38372QC Analytical Batch(es):
Analysis Method:
Analysis Description:
625.1 (Prep)
QC Prep:V38350
Associated Lab Samples: 95966, 95967, 95968, 95969, 95970
LRB-V38350 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
%
Recovery
% Rec
Limits
09/26/23 18:515.001.43<1.43µg/LPentachlorophenol
09/26/23 18:512.000.428<0.428µg/LPhenanthrene
09/26/23 18:515.000.651<0.651µg/LPhenol
09/26/23 18:512.000.434<0.434µg/LPyrene
09/26/23 18:515.002.21<2.21µg/L1,2,4-Trichlorobenzene
09/26/23 18:515.001.32<1.32µg/L2,4,6-Trichlorophenol
09/26/23 18:512-Fluorobiphenyl (S)70.8 49-118
09/26/23 18:512-Fluorophenol (S)48.5 22-84
09/26/23 18:51Nitrobenzene-d5 (S)67.6 43-123
09/26/23 18:514-Terphenyl-d14 (S)84.8 49-151
09/26/23 18:512,4,6-Tribromophenol (S)80.4 31-144
09/26/23 18:51Phenol-d5 (S)31.1 10-63
LCS-V38350 LCSD-V38350Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
36.1 72.272.036.050.0µg/LAcenaphthene 47-145 0.2 20.0
36.6 73.271.835.950.0µg/LAcenaphthylene 33-145 1.9 20.0
39.8 79.681.240.650.0µg/LAnthracene 27-133 1.9 20.0
4.36 8.7*12.7*6.3750.0µg/LBenzidine 15-150 37.4*20.0
38.9 77.879.639.850.0µg/LBenzo(a)anthracene 33-143 2.2 20.0
43.5 87.087.843.950.0µg/LBenzo(a)pyrene 17-163 0.9 20.0
38.0 76.077.638.850.0µg/LBenzo(b)fluoranthene 24-159 2.0 20.0
40.1 80.280.440.250.0µg/LBenzo(g,h,i)perylene 10-219 0.2 20.0
42.9 85.886.443.250.0µg/LBenzo(k)fluoranthene 11-162 0.6 20.0
16.2 32.433.816.950.0µg/LBenzoic Acid 10-125 4.2 20.0
Page 7 of 12* QC Fail Date:10/02/2023 05:56 PM
Page 45 of 52
Quality Control Data
23-264-0031Report No:
Project Description:
Client ID:Geological Resources, Inc.
Handy Mart
QC Prep Batch Method:
625.1 - Base/Neutrals and Acids by GC/MS
625.1
V38372QC Analytical Batch(es):
Analysis Method:
Analysis Description:
625.1 (Prep)
QC Prep:V38350
LCS-V38350 LCSD-V38350Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
35.0 70.071.235.650.0µg/LBenzyl alcohol 16-107 1.6 20.0
34.9 69.871.235.650.0µg/LBis(2-Chloroethoxy)methane 33-184 1.9 20.0
29.8 59.661.030.550.0µg/LBis(2-Chloroethyl)ether 12-158 2.3 20.0
31.3 62.664.032.050.0µg/LBis(2-Chloroisopropyl)ether 36-166 2.2 20.0
42.9 85.884.642.350.0µg/LBis(2-ethylhexyl)phthalate 10-158 1.4 20.0
36.5 73.071.835.950.0µg/L4-Bromophenyl phenyl ether 53-127 1.6 20.0
43.1 86.287.443.750.0µg/LButyl benzyl phthalate 10-152 1.3 20.0
38.1 76.275.637.850.0µg/L4-Chloro-3-methylphenol 22-147 0.7 20.0
36.7 73.473.636.850.0µg/L2-Chloronaphthalene 60-118 0.2 20.0
32.1 64.265.632.850.0µg/L2-Chlorophenol 23-134 2.1 20.0
36.4 72.871.835.950.0µg/L4-Chlorophenyl phenyl ether 25-158 1.3 20.0
39.7 79.480.640.350.0µg/LChrysene 17-168 1.5 20.0
31.9 63.877.038.550.0µg/LDibenz(a,h)anthracene 10-227 18.7 20.0
38.5 77.075.637.850.0µg/LDibenzofuran 39-114 1.8 20.0
26.8 53.655.827.950.0µg/L1,2-Dichlorobenzene 32-129 4.0 20.0
25.8 51.654.427.250.0µg/L1,3-Dichlorobenzene 20-124 5.2 20.0
24.8 49.651.825.950.0µg/L1,4-Dichlorobenzene 20-124 4.3 20.0
33.7 67.470.835.450.0µg/L3,3'-Dichlorobenzidine 10-262 4.9 20.0
36.4 72.874.437.250.0µg/L2,4-Dichlorophenol 39-135 2.1 20.0
40.4 80.880.240.150.0µg/LDiethyl phthalate 10-114 0.7 20.0
41.0 82.079.439.750.0µg/LDimethyl phthalate 10-112 3.2 20.0
48.3 96.696.048.050.0µg/L2,4-Dimethylphenol 32-119 0.6 20.0
43.3 86.688.044.050.0µg/LDi-n-butyl phthalate 10-118 1.6 20.0
35.8 71.673.036.550.0µg/L4,6-Dinitro-2-methylphenol 10-181 1.9 20.0
37.8 75.672.836.450.0µg/L2,4-Dinitrophenol 10-191 3.7 20.0
43.3 86.683.241.650.0µg/L2,4-Dinitrotoluene 39-139 4.0 20.0
Page 8 of 12Date:10/02/2023 05:56 PM
Page 46 of 52
Quality Control Data
23-264-0031Report No:
Project Description:
Client ID:Geological Resources, Inc.
Handy Mart
QC Prep Batch Method:
625.1 - Base/Neutrals and Acids by GC/MS
625.1
V38372QC Analytical Batch(es):
Analysis Method:
Analysis Description:
625.1 (Prep)
QC Prep:V38350
LCS-V38350 LCSD-V38350Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
43.9 87.884.842.450.0µg/L2,6-Dinitrotoluene 50-158 3.4 20.0
43.3 86.687.443.750.0µg/LDi-n-Octyl Phthalate 10-146 0.9 20.0
40.4 80.881.240.650.0µg/LFluoranthene 26-137 0.4 20.0
38.4 76.877.238.650.0µg/LFluorene 59-121 0.5 20.0
40.5 81.080.040.050.0µg/LHexachlorobenzene 10-152 1.2 20.0
30.6 61.263.031.550.0µg/LHexachlorobutadiene 24-116 2.8 20.0
21.0 42.044.422.250.0µg/LHexachlorocyclopentadiene 32-117 5.5 20.0
25.4 50.852.626.350.0µg/LHexachloroethane 40-113 3.4 20.0
38.8 77.677.238.650.0µg/LIndeno(1,2,3-cd)pyrene 10-171 0.5 20.0
33.7 67.467.633.850.0µg/LIsophorone 21-196 0.2 20.0
31.5 63.067.433.750.0µg/L1-Methylnaphthalene 40-135 6.7 20.0
31.4 62.866.433.250.0µg/L2-Methylnaphthalene 18-121 5.5 20.0
30.3 60.663.231.650.0µg/LNaphthalene 21-133 4.2 20.0
33.2 66.467.833.950.0µg/LNitrobenzene 35-180 2.0 20.0
33.3 66.668.834.450.0µg/L2-Nitrophenol 29-182 3.2 20.0
21.8 43.645.222.650.0µg/L4-Nitrophenol 10-132 3.6 20.0
46.1 92.293.646.850.0µg/LN-Nitrosodiphenylamine 69-152 1.5 20.0
36.3 72.673.236.650.0µg/LN-Nitroso-di-n-propylamine 10-230 0.8 20.0
39.8 79.686.643.350.0µg/LPentachlorophenol 14-176 8.4 20.0
39.8 79.680.240.150.0µg/LPhenanthrene 54-120 0.7 20.0
14.7 29.429.214.650.0µg/LPhenol 10-112 0.6 20.0
40.1 80.281.240.650.0µg/LPyrene 52-115 1.2 20.0
28.9 57.860.430.250.0µg/L1,2,4-Trichlorobenzene 44-142 4.3 20.0
37.7 75.474.237.150.0µg/L2,4,6-Trichlorophenol 37-144 1.6 20.0
142*71.42-Fluorobiphenyl (S)49-118
86.4*43.82-Fluorophenol (S)22-84
Page 9 of 12* QC Fail Date:10/02/2023 05:56 PM
Page 47 of 52
Quality Control Data
23-264-0031Report No:
Project Description:
Client ID:Geological Resources, Inc.
Handy Mart
QC Prep Batch Method:
625.1 - Base/Neutrals and Acids by GC/MS
625.1
V38372QC Analytical Batch(es):
Analysis Method:
Analysis Description:
625.1 (Prep)
QC Prep:V38350
LCS-V38350 LCSD-V38350Laboratory Control Sample & LCSD
LCSD
ResultParameter
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
124*63.6Nitrobenzene-d5 (S)43-123
151*75.44-Terphenyl-d14 (S)49-151
164*80.82,4,6-Tribromophenol (S)31-144
55.828.8Phenol-d5 (S)10-63
Page 10 of 12* QC Fail Date:10/02/2023 05:56 PM
Page 48 of 52
Quality Control Data
23-264-0031Report No:
Project Description:
Client ID:Geological Resources, Inc.
Handy Mart
QC Prep Batch Method:
Massachusetts EPH
MADEP-EPH
V38527QC Analytical Batch(es):
Analysis Method:
Analysis Description:
MAEPH (Prep)
QC Prep:V38500
Associated Lab Samples: 95966, 95967, 95969, 95970
LRB-V38500 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
%
Recovery
% Rec
Limits
09/30/23 12:2335028.2<28.2µg/LAliphatic C9-C18
09/30/23 12:23500124<124µg/LAliphatic C19-C36
09/30/23 12:2325061.2<61.2µg/LAromatic C11-C22
09/30/23 12:232-Fluorobiphenyl (S)76.7 40-140
09/30/23 12:232-Bromonaphthalene (S)76.5 40-140
09/30/23 12:23Chlorooctadecane (S)69.5 40-140
09/30/23 12:23OTP Surrogate (S)62.7 40-140
LCS-V38500 LCSD-V38500Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
256 42.651.5309600µg/LAliphatic C9-C18 40-140 18.7 50.0
670 83.798.8791800µg/LAliphatic C19-C36 40-140 16.5 50.0
1160 68.281.113801700µg/LAromatic C11-C22 40-140 17.3 50.0
75.782.22-Fluorobiphenyl (S)40-140
70.577.02-Bromonaphthalene (S)40-140
62.068.8Chlorooctadecane (S)40-140
57.368.3OTP Surrogate (S)40-140
Page 11 of 12Date:10/02/2023 05:56 PM
Page 49 of 52
Quality Control Data
23-264-0031Report No:
Project Description:
Client ID:Geological Resources, Inc.
Handy Mart
QC Prep Batch Method:
Massachusetts VPH
MADEP-VPH
V38341QC Analytical Batch(es):
Analysis Method:
Analysis Description:
MAVPH (Prep)
QC Prep:V38340
Associated Lab Samples: 95965, 95966, 95967, 95968, 95969, 95970
LRB-V38340 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
%
Recovery
% Rec
Limits
09/25/23 21:1250.011.5<11.5µg/LAliphatic C5-C8
09/25/23 21:1250.025.8<25.8µg/LAliphatic C9-C12
09/25/23 21:1250.04.02<4.02µg/LAromatic C9-C10
09/25/23 21:122,5-Dibromotoluene (FID) (S)115 70-130
09/25/23 21:122,5-Dibromotoluene (PID) (S)97.1 70-130
LCS-V38340 LCSD-V38340Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
249 83.082.6248300µg/LAliphatic C5-C8 70-130 0.4 50.0
359 120123368300µg/LAliphatic C9-C12 70-130 2.4 50.0
106 106109109100µg/LAromatic C9-C10 70-130 2.7 50.0
1041032,5-Dibromotoluene (FID) (S)70-130
92.684.72,5-Dibromotoluene (PID) (S)70-130
Page 12 of 12Date:10/02/2023 05:56 PM
Page 50 of 52
Fed Ex
UPS
US Postal
Client
Lab
Courier
Other :
Shipment Receipt Form
Customer Number:
Customer Name:
Report Number:23-264-0031
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
Analyze MW-4R for EPH instead of MW-3R as indicated on the COC.
Signature:Caitlyn Cummins Date & Time:09/21/2023 16:08:26
Special precautions or instructions included?
Comments:
Page 51 of 52
Page 52 of 52

APPENDIX F
Contaminant Mass Calculations
Area ID Well IDs
Area
(ft²)
Average Well
Depth
(ft)
Average Depth
To Water
(ft)
Water Column
Height
(ft)
Volume
(ft³)
Volume
(L)
Effective
Porosity
Effective
Volume
(L)
1 MW-3/MW-1R 1,080 35 30.35 4.65 5,022 142,207 21,331
MW-1/MW-3R
MW-2/MW-2R
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
Change
To Date
Change
09/23/15 622.00 1.70 1.70 19.70 630.00 65.10 1,340.20 30.35 4.65 28.59 ------
06/29/16 178.00 0.00 0.00 4.90 205.00 48.40 436.30 24.29 10.71 21.44 25.0%25.0%
12/05/16 175.00 0.40 1.00 11.40 162.00 26.60 376.40 27.95 7.05 12.17 43.2%57.4%
12/04/17 29.10 0.21 0.00 1.10 64.30 6.00 100.71 29.98 5.02 2.32 80.9%91.9%
05/24/18 38.70 0.45 0.29 2.30 36.60 12.60 90.94 25.76 9.24 3.85 -66.2%86.5%
11/06/18 0.20 0.00 0.00 0.00 14.70 0.00 14.90 26.18 8.82 0.60 84.4%97.9%
05/30/19 0.00 0.00 0.00 0.00 6.40 0.00 6.40 22.51 12.49 0.37 39.2%98.7%
11/19/19 1.10 0.00 0.00 0.00 13.70 0.30 15.10 30.74 4.26 0.30 19.5%99.0%
06/03/20 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a
10/19/21 0.00 0.00 0.00 0.0 0.0 0.0 0.00 26.12 8.88 0.00 100.0%100.0%
04/05/22 34.4 0.00 0.00 5.00 24.0 1.2 64.60 26.65 8.35 2.47 ---91.3%
10/06/22 0.96 0.00 0.00 0.00 0.00 0.00 0.96 29.39 5.61 0.02 99.0%99.9%
04/03/23 0.00 0.00 0.00 0.00 4.18 0.00 4.18 24.87 10.13 0.19 -686.2%99.3%
09/19/23 35.40 0.28 10.70 3.60 14.70 41.90 106.58 28.37 6.63 3.24 -1,568.8%88.7%
MW-1 2.30 0.00 0.37 0.00 17.10 3.30 23.07 31.56
MW-2 63.90 0.56 0.00 2.80 62.30 3.40 132.96 31.41
Average 33.10 0.28 0.19 1.40 39.70 3.35 78.02 31.49
MW-1 7.50 0.23 3.20 1.00 15.70 11.80 39.43 25.51
MW-2 62.30 0.76 10.10 1.80 103.00 3.70 181.66 25.21
Average 34.90 0.50 6.65 1.40 59.35 7.75 110.55 25.36
MW-1 2.50 0.00 0.35 0.00 16.80 0.00 19.65 29.19
MW-2 113.00 0.71 1.80 1.90 111.00 4.10 232.51 28.93
Average 57.75 0.36 1.08 0.95 63.90 2.05 126.08 29.06
MW-1 3.60 0.00 0.25 0.00 39.60 0.00 43.45 30.95
MW-2 122.00 0.82 0.41 0.94 114.00 2.90 241.07 30.88
Average 62.80 0.41 0.33 0.47 76.80 1.45 142.26 30.92
MW-1 1.10 0.00 0.29 0.26 6.40 2.70 10.75 26.14
MW-2 6.60 0.20 0.00 0.31 31.40 0.30 38.81 25.87
Average 3.85 0.10 0.15 0.29 18.90 1.50 24.78 26.01
MW-1 2.10 0.00 0.27 0.00 4.40 1.60 8.37 26.67
MW-2 7.80 0.24 0.00 2.60 16.90 0.32 27.86 26.42
Average 4.95 0.12 0.14 1.30 10.65 0.96 18.12 26.55
MW-1 14.40 0.31 4.80 2.50 4.30 24.90 51.21 24.11
MW-2 337.00 20.80 647.00 339.00 49.00 47.60 1,440.40 23.75
Average 175.70 10.56 325.90 170.75 26.65 36.25 745.81 23.93
MW-1 3.40 0.00 0.40 0.00 3.40 1.80 9.00 29.53
MW-2 376 4.40 5.30 65.2 68.3 27.6 546.80 30.64
Average 189.70 4.40 2.85 32.60 35.85 14.70 277.90 30.09
MW-1 35.4 0.28 10.7 3.6 14.7 41.9 106.58 28.72
MW-2 50 2.00 31.1 123 37.5 5.7 249.30 29.64
Average 42.70 1.14 20.90 63.30 26.10 23.80 177.94 29.18
MW-3R 64.40 0.52 0.32 19.60 22.70 5.80 113.34 25.09
MW-2R 12 0.42 29.1 44.4 0.00 8.8 94.72 27.50
Average 38.20 0.47 14.71 32.00 11.35 7.30 104.03 26.30
MW-3R 0.16 0.00 0.00 0.00 0.00 0.00 0.16 26.11
MW-2R 14.4 0.00 61.1 20.2 2.70 20.9 119.30 27.94
Average 7.28 0.00 30.55 10.10 1.35 10.45 59.73 27.03
MW-3R 0.00 0.00 0.00 0.00 0.00 0.00 0.00 28.37
MW-2R NS NS NS NS NS NS NM NM
Average 0.00 0.00 0.00 0.00 0.00 0.00 0.00 28.37
MW-3R 0.00 0.00 0.00 0.00 2.19 0.00 2.19 24.13
MW-2R 2.09 0.295 1.23 0.00 8.21 0.00 11.83 26.32
Average 1.05 0.148 0.62 0.00 5.20 0.00 7.01 25.23
MW-3R 0.00 0.00 0.00 0.00 0.385 0.00 0.385 27.50
MW-2R NS NS NS NS NS NS NS NM
Average 0.00 0.000 0.00 0.00 0.385 0.00 0.385 27.50
Date
Average Water
Column Height
(ft)
09/23/15 4.08 33.9
06/29/16 10.18 42.0
12/05/16 6.50 26.6
12/04/17 4.55 13.5
05/24/18 9.12 8.2
11/06/18 8.64 3.6
05/30/19 11.78 159.8
11/19/19 4.59 26.7
06/03/20 5.82 20.3
10/19/21 8.79 17.5
04/05/22 8.16 11.7
10/06/22 6.12 0.02
04/03/23 9.96 1.52
04/03/23 7.07 3.30
Notes:
• Area of the contaminant plume is calculated from Figure #6
• 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
• Contaminant mass cannot be calculated in wells not sampled; therefore, the total contaminant mass is based on the known concentrations in the area for each sampling event.
• When areas couldn’t be sampled, the last known concentrations were used in the calculations.
• Well depths of MW-1R and MW-2R were to 30 feet BGS. Depths of 35 feet were used to preserve the integrity of the baseline test.
Area 1
09/19/23
04/03/23
MW-3
Total Contaminant Mass
(g)
---
-24%
06/03/20
11/06/18
05/24/18
12/04/17
12/05/16
06/29/16
09/23/15
05/30/19
11/19/19
10/06/22
10/19/21
04/05/22
MW-1R
5.82
---
-24%
21%
60%
Total Percent Change
To Date
8.71
37%
49%
Percent Change Compared to
Previous Event
7.50
4.92
14.46
11.07
20.58
5.30
9.64
5.94
3.52
11.224.09
9.00
8.46
APPENDIX F
CONTAMINANT MASS CALCULATIONS
HANDY MART (INCIDENT NO. 36860)
2 451,8363.5131.49 15,956
Baseline Event
0.15 67,775354,546
--- ---
-288.6%
-173.1%
-111.9%22.4%
29.7%
-288.6%
17.49
18.7%
44.1%
-277.7%24.2%20.00
2.96
4.30
31.3%
61.6%
159.42 -5,290.4% -2,910.7%
-398.1%26.37 83.5%
76%
7.98 9.20
9.78 1.32 NA 75.0%
100% 100%
100.0%100.0%0.006.63
47.4%
0.06 95.8% 98.9%
Area 2
-117%90%
-6,040%96%
-73.7%
33% 66%
12.6%-230.2%
14% 48%
89%
-4,388%
24%
83%
40%
56%
-372%
40%
21%
Page 1 of 1