FA-1722_29035_CA_SCP_20220915

3502 Hayes Road • Monroe, North Carolina 28110
113 West Firetower Road, Suite G • Winterville, North Carolina 28590
Phone [phone] • [phone] • Fax [phone]
September 16, 2022
Mr. Ken Currie
NCDEQ-UST Section
Fayetteville Regional Office
Systel Building
225 Green Street, Suite 714
Fayetteville, NC 28301-5043
Re: Soil Assessment Report
August 2022
Stone’s Fast Save (Lucky 7)
119 East Main Street
Rowland, Robeson County
North Carolina
Facility ID Number: 00-0-0000019036
Incident Number: 29035
GRI Project Number: 2796
Dear Mr. Currie,
Please find attached the referenced revised, report for the abovementioned site.
If you have any questions, please contact William Regenthal at 704-845-4010.
Sincerely,
Geological Resources, Inc.
Leslie Maxtone-Graham
Administrative Assistant
Enclosure
Cc: Mr. Ricky Stone, file
Soil Cleanup Plan, as approved on ePATA 29035-20 (KEC)

3502 Hayes Road • Monroe, North Carolina 28110
113 West Firetower Road, Suite G • Winterville, North Carolina 28590
Phone [phone] • [phone] • Fax [phone]
Engineering Certification: C-2727 • Geology Certification: C-127
Soil Assessment Report
August 2022
Stone’s Fast Save (Lucky 7)
119 East Main Street
Rowland, Robeson County
North Carolina, 28383
Facility ID Number: 00-0-0000019036
Incident Number: 29035
GRI Project Number: 2796

Prepared for:

Mr. Ricky Stone
407 East Church Street
Rowland, North Carolina 28383

September 15, 2022

Laura Minor
Project Manager
Xavier T. Farmer, G.I.T.
Report Writer

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Soil Assessment Report
Prepared on: September 15, 2022 Stone’s Fast Save
Project Manager: Laura Minor GRI Project No. 2796
i
SITE INFORMATION
1. Site Identification
 Stone’s Fast Save (Facility ID 00-0-0000019036)
 Incident Number 29035 – Intermediate Risk (I220A)
 Location of Source Area: 119 East Main Street
Rowland, NC 28383
Robeson County
34.536869°N, 79.291500°W (Topographical Map)
2. Information about Contacts Associated with the Leaking UST System
UST Owner
Shiva Real Estate, LLC
6569 Wade Stedman Road
Wade, NC 28395
[e-mail]
910-644-5155

UST Operator
Shiva Real Estate, LLC
6569 Wade Stedman Road
Wade, NC 28395
[e-mail]
910-644-5155

Property Owner
Shiva Real Estate LLC
P.O. Box 69
Rowland, NC 28383
[e-mail]
910-644-5155

Property Occupant
Lucky 7
119 E Main Street
Rowland, NC 28383
Email Unknown
Phone Number Unknown

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

Analytical Laboratory
Geological Resources, Inc.
3502 Hayes Road
Monroe, NC 28110
[e-mail]
704-845-4010

Responsible Party
Ricky Stone
407 E. Church Street,
Rowland, NC 28383
[e-mail]
910-422-3735

3. Information about Release
 Release was discovered in October 2002
 An unknown amount of product was released from the leaking UST System
 One 10,000-gallon manifolded gasoline, one 15,000-gallon gasoline, and one 20,000-gallon
manifolded UST containing kerosene and diesel and associated pumps and product piping are
active at the site
 One 1,000-gallon kerosene and one 2,000-gallon diesel USTs were removed in December 1981.
One 4,000-gallon kerosene, one 4,000-gallon diesel, two 4,000-gallon gasoline and one 10,000-
gallon gasoline USTs were removed in October 2002.

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Soil Assessment Report
Prepared on: September 15, 2022 Stone’s Fast Save
Project Manager: Laura Minor GRI Project No. 2796
ii
Certification:

I, John M. Brown, a Licensed Geologist for Geological Resources, Inc., do certify that the information
contained in this report is correct and accurate to the best of my knowledge.

Geological Resources, Inc. is licensed to practice geology and engineering in North Carolina. The
certification numbers of the corporation are C-127 and C-2727, respectively.

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Soil Assessment Report
Prepared on: September 15, 2022 Stone’s Fast Save
Project Manager: Laura Minor GRI Project No. 2796
iii
EXECUTIVE SUMMARY
Stone’s Fast Save (Now Lucky 7) is located at 119 East Main Street in Rowland, Robeson County, North
Carolina. The site is currently an active petroleum retail facility and convenience store. Seven USTs of
various sizes and contents were removed in 1981 and 2002. A site check was conducted in 2009 following
a release from a spill bucket at the north end of the 15,000-gallon UST. Currently, one 15,000-gallon
gasoline, one 10,000-gallon manifolded gasoline, and one 20,000-gallon manifolded kerosene and diesel
USTs are currently in use on site. The adjoining properties are a mixture of residential and
commercial/industrial properties. According to the information determined during receptor survey
activities, four water supply wells were identified within 1,000 feet of the site. Public water is available
to the site and surrounding properties within a 1,500-foot radius of the site.

On August 8, 2022, six soil borings (SB-1 through SB-6) were installed to total depths of 20 feet BGS, each.
Soil samples were collected from each boring at depths of 4, 8, 12, 15, and 20 feet BGS. A total of 28 soil
samples were collected and analyzed onsite for TPH-GRO and TPH-DRO using GRI’s mobile UVF laboratory.

Concentrations of GRO and/or DRO that exceeded the RALs were reported in the soil samples SB-1-4’, SB-
1-8’, SB-1-12’, SB-2-12’, SB-3-4’, and SB-4-12’.

GRI is considering recommending excavation of soils in the vicinity of the former UST basin encompassing
MW-1 and MW-5 with an area of approximately 400 sqft. to a depth of approximately 12 feet BGS, and
an area in the vicinity of MW-13, SB-1 and SB-2 that is approximately 270 sqft. to approximately 15 feet
BGS, however the top 8 feet of this area is expected to be clean and could be used as backfill. The
excavation of this soil should eliminate a significant portion of the secondary source of the continuing free
product and reduce high dissolved phase contaminant concentrations. Please note that, in addition, GRI
is assessing the possibility of utilizing a remedial fluid via injection to remediate dissolved phase
hydrocarbons within the area of concern. Based upon the anticipated quote from the third-party
remediation contractor, GRI will present a recommendation as to the most cost-effective, safe, and less
disruptive method of remediation at the site, whether it be soil excavation, injection, or a combination of
both.

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Soil Assessment Report
Prepared on: September 15, 2022 Stone’s Fast Save
Project Manager: Laura Minor GRI Project No. 2796
iv
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. Soil Assessment Report
Prepared on: September 15, 2022 Stone’s Fast Save
Project Manager: Laura Minor GRI Project No. 2796
TABLE OF CONTENTS
SITE INFORMATION ............................................................................................................................ i
EXECUTIVE SUMMARY ...................................................................................................................... iii
ACRONYMS ....................................................................................................................................... iv
1.0 SITE HISTORY AND CHARACTERIZATION ...................................................................................1
2.0 SOIL ANALYTICAL RESULTS .......................................................................................................2
3.0 SOIL CLEANUP PLAN ................................................................................................................3
4.0 CONCLUSIONS .........................................................................................................................4
5.0 LIMITATIONS ...........................................................................................................................4

FIGURES
Figure 1: Site Location Map
Figure 2: Site Vicinity Map
Figure 3: Site Map
Figure 4: Soil Quality Map

TABLES
Table 1: UST Owner and Operator Information
Table 2: UST System Information
Table 3: Water Supply Well Information
Table 4: Adjacent Property Owner Information
Table 5: Summary of Soil Sample Analytical Results

APPENDICES
Appendix A: State Correspondence
Appendix B: Right to Enter Agreement
Appendix C: Boring Logs
Appendix D: Mobile Laboratory Report – Soil Samples

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Soil Assessment Report
Prepared on: September 15, 2022 Stone’s Fast Save
Project Manager: Laura Minor GRI Project No. 2796
1
1.0 SITE HISTORY AND CHARACTERIZATION
GRI presents the results of the August 2022 soil assessment event at the Stone’s Fast Save (Lucky 7) site;
located at 119 East Main Street in Rowland, Robeson County, North Carolina (Figure 1). These activities
were conducted in accordance with GRI Proposal No. 22-253, which was submitted to NCDEQ on June 27,
2022, and was approved as Task Authorization No. 29035-20 on June 28, 2022. State correspondence has
been included as Appendix A.

The site is currently owned by Shiva Real Estate LLC of Rowland, North Carolina. The site property is an
active petroleum retail facility. Seven USTs of various sizes and contents were removed in 1981 and 2002.
A site check was conducted in 2009 following a release from a spill bucket at the north end of the 15,000-
gallon UST. Currently, one 15,000-gallon gasoline, one 10,000-gallon manifolded gasoline, and one
20,000-gallon manifolded kerosene and diesel USTs are currently in use on site. UST owner/operator
information and UST system information are included as Tables 1 and 2, respectively. A copy of the
current UST Permit is shown below:

The site and surrounding area are a mixture of residential and commercial/industrial properties. The site
contains one building and a fuel canopy and is primarily capped with concrete and asphalt. The overall
topography at the site is relatively flat. A total of eight water supply wells were identified within a 1,500-
foot distance from the source area. Four water supply wells (WSW-2, WSW-3, WSW-4, and WSW-7) are
located within 1,000-feet of the source area but are inactive. Water supply well information is
summarized in Table 3. No surface water bodies were identified within a 500-foot radius of the site.
Nineteen (19) Type II monitoring wells (MW-1 through MW-19) and one Type III monitoring well (TW-1)
were installed at the site during previous ground water assessment and corrective action activities.

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Soil Assessment Report
Prepared on: September 15, 2022 Stone’s Fast Save
Project Manager: Laura Minor GRI Project No. 2796
2
Municipal water is available to the site and all of the properties within 1,000 feet of the source area. The
site is located within the designated Wellhead Protection Area for the Town of Rowland. Adjacent
property owner information is presented in Table 4. A Site Vicinity Map showing the adjacent properties
and previously identified water supply wells has been included as Figure 2. A Site Map showing the
locations of the monitoring wells has been included as Figure 3.

A CAP has not yet been established since the contaminant plume has not been fully defined.

According to available information, one 4,000-gallon kerosene, one 4,000-gallon diesel, two 4,000-gallon
gasoline, one 10,000-gallon gasoline, one 2,000-gallon diesel and one 1,000-gallon kerosene USTs were
reportedly in use in the past but have since been removed. Free product has been documented at the
site since at least 2003. Free product recovery has been conducted intermittently since that time.

Although GRI cannot verify the accuracy of information obtained from previous reports prepared by other
consultants, for the purposes of this report, it is assumed to be correct. Please refer to previous submittals
for further historical information regarding the site.
2.0 SOIL ANALYTICAL RESULTS
On August 8, 2022, six soil borings (SB-1 through SB-6) were installed to total depths of 20 feet BGS, each.
Soil samples were collected from each boring at depths of 4, 8, 12, 15, and 20 feet BGS. A total of 28 soil
samples were collected and analyzed for TPH-GRO and TPH-DRO on-site by GRI’s mobile UVF laboratory.

Concentrations of GRO and/or DRO that exceeded the RALs were reported in soil samples SB-1-4’, SB-1-
8’, SB-1-12’, SB-2-12’, SB-3-4’, and SB-4-12’. The locations of the soil borings are shown on Figure 4. A
copy of the right-to-enter agreement is included as Appendix B. The soil boring logs are included as
Appendix C. The soil sample analytical results are presented in Table 5. A copy of the mobile laboratory
report is included as Appendix D. A summary of the soil analytical data is shown below:

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Soil Assessment Report
Prepared on: September 15, 2022 Stone’s Fast Save
Project Manager: Laura Minor GRI Project No. 2796
3
Sample
ID Depth TPH-GRO TPH-DRO Regulatory Action Level 50 100
SB-1-4' 4 394.4 162.0
SB-1-8' 8 1,042 158.4
SB-1-12' 12 52.8 19.6
SB-1-15' 15 <20 <4
SB-1-20' 20 <20 <4
SB-2-4' 4 <20 <4
SB-2-8' 8 <20 <4
SB-2-12' 12 442 47.2
SB-2-15' 15 <20 <4
SB-3-4' 4 247.2 42.8
SB-3-8' 8 25.6 5.2
SB-3-12' 12 <20 <4
SB-3-15' 15 47.6 6.4
SB-3-20' 20 <20 <4
SB-4-4' 4 27.2 28.0
SB-4-8' 8 46 11.2
SB-4-12' 12 1,488 6.0
SB-4-20' 20 <20 <4
SB-5-4' 4 <20 4.8
SB-5-8' 8 <20 <4
SB-5-12' 12 <20 <4
SB-5-15' 15 <20 <4
SB-5-20' 20 <20 <4
SB-6-4' 4 <20 <4
SB-6-8' 8 <20 <4
SB-6-12' 12 <20 <4
SB-6-15' 15 <20 <4
SB-6-20' 20 <20 <4
3.0 SOIL CLEANUP PLAN
Based on this information, the impacted soil area is not completely defined. However, due to surface and
subsurface obstructions, additional soil assessment is not recommended. GRI is considering
recommending excavation of soils in the vicinity of the former UST basin encompassing MW-1 and MW-5
with an area of approximately 400 sqft. to a depth of approximately 12 feet BGS, and an area in the vicinity
of MW-13, SB-1 and SB-2 that is approximately 270 sqft. to approximately 15 feet BGS, however the top
8 feet of this area is expected to be clean and could be used as backfill. The excavation of this soil should
eliminate a significant portion of the secondary source of the continuing free product and high dissolved
phase contaminant concentrations. All soils will be screened with a PID, and clean soils will be used as
backfill. Please note that, in addition, GRI is assessing the possibility of utilizing a remedial fluid via
injection to remediate dissolved phase hydrocarbons within the area of concern. Based upon the

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Soil Assessment Report
Prepared on: September 15, 2022 Stone’s Fast Save
Project Manager: Laura Minor GRI Project No. 2796
4
anticipated quote from the third-party remediation contractor, GRI will present a recommendation as to
the most cost-effective, safe, and less disruptive method of remediation at the site, whether it be soil
excavation, injection, or a combination of both.
4.0 CONCLUSIONS
 On August 8, 2022, six soil borings (SB-1 through SB-6) were installed to total depths of 6 feet BGS,
each. Soil samples were collected from each boring at depths of 4, 8, 12, 15 and 20 feet BGS.
 Concentrations of GRO and/or DRO that exceeded the RALs were reported in soil samples
collected from SB-1-4’, SB-1-8’, SB-1-12’, SB-2-12’, SB-3-4’, and SB-4-12’.
 GRI is considering recommending excavation of soils in two areas east and west of the dispenser
island encompassing MW-1, MW-5, MW-13, SB-1, and SB-2. This should remove a significant
amount of free product held in the soil and reduce dissolved phase petroleum constituent
concentrations. Please note that, in addition, GRI is assessing the possibility of utilizing a remedial
fluid via injection to remediate dissolved phase hydrocarbons within the area of concern. Based
upon the anticipated quote from the third-party remediation contractor, GRI will present a
recommendation as to the most cost-effective, safe, and less disruptive method of remediation
at the site, whether it be soil excavation, injection, or a combination of both.
5.0 LIMITATIONS
This report has been prepared for the exclusive use of Mr. Ricky Stone for specific application to the
referenced site in Robeson County, North Carolina. The assessment was conducted based on the scope
of work and level of effort desired by NCDEQ and with resources adequate only for that scope of work.
Our findings have been developed in accordance with generally accepted standards of environmental
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.

FIGURES
"J
"J
"J
"J
"J
"J
"J
"JIncident
MILL ST
MAIN ST
CHAPEL STBOND STHICKORY STCHURCH ST
PEACH ST
WATSON STASH STCANAL STWARD STPINE STCEDAR STMCCALLUM STMARTIN LUTHER KING STJACKSON STWARD RDCHERRY ST RAILROAD STMCCORMICK ST COOLEY STNC130 HWY
BOSTIC ST
PEACH ST
RAILROAD STRAILROAD STJACKSON STRAILROAD STRAILROAD STMCCORMICK ST
WSW-8
WSW-7
WSW-6
WSW-5
WSW-4
WSW-3
WSW-2
WSW-1
9218254756
9218257577
9218352774
9218264415
9218264566
9218262299921826254492182615879218262684
92182613769218260481921826131992182613489218350490
9218367652
9218279016
9218267310
9218255926
9218262627
9218263713
9218261754
92182604439218261650ELM ST
ELM ST
BROWN ST
SOUTHSIDE ST
FIGURE 2: SITE VICINITY MAPSTONES FAST SAVE119 EAST MAIN STREETROWLAND, ROBESON COUNTYNORTH CAROLINAINCIDENT NO. 29035GRI PROJECT NO. 2796
PREPARED BY:GEOLOGICAL RESOURCES, INC.MARCH 19, 2010
Source: Robeson County GIS Website
³
0 300150Feet1 inch = 300 feet
1,500-FOOT RADIUS
1,000-FOOT RADIUS
250-FOOT RADIUS
NOTE:Receptor survey was conducted as part of activtiesrelated to Incident No. 29579
LEGEND
"J Water Supply Well
StreetCenterlinesSep28
Well Owners and Adjacent Properties
ParcelsNov15_2005
9218262684 PIN Number
500-FOOT RADIUS

TABLES
UST ID Number A1, A2A, A2B, A3A, A3B Facility ID Number
Owner or Operator?
Owner/Operator
UST ID Number A1, A2A, A2B, A3A, A3B Facility ID Number
Owner or Operator?
Owner/Operator
TABLE 1
UST OWNER/OPERATOR INFORMATION
STONE'S FAST SAVE (INCIDENT NO. 29035)
00-0-019036
00-0-019036
Name of Owner or Operator Dates of Ownership / Operation
Name of Owner or Operator Dates of Ownership / Operation
Shiva Real Estate, LLC 12/23/2020 - present
Address Telephone Number
6569 Wade Stedman Road, Wade, NC 28395 910-644-5155
Richard Wayne Stone 6/14/1991 - 12/23/2020
Address Telephone Number
407 E. Church St, Rowland, NC 28383 910-422-3735
Page 1 of 1
Date: 08/18/22
Was Release
Associated
with UST
System?
(Yes / No)
1 Kerosene Kerosene 1,000 05/08/78 Single Wall Steel 5.3' x 6'Single Wall Steel Removed
12/01/81 Unknown
2 Gasoline Gasoline 4,000 05/10/71 Single Wall Steel
FRP 5.3' x 24'Single Wall Steel
FRP
Removed
10/30/02 Unknown
3 Gasoline Gasoline 4,000 05/10/71 Single Wall Steel
FRP 5.3' x 24'Single Wall Steel
FRP
Removed
10/30/02 Unknown
4 Kerosene Kerosene 4,000 05/10/71 Single Wall Steel
FRP 5.3' x 24'Single Wall Steel
FRP
Removed
10/30/02 Unknown
5 Gasoline Gasoline 10,000 05/10/71 Single Wall Steel
FRP 8' x 27'Single Wall Steel
FRP
Removed
10/30/02 Unknown
6 Diesel Diesel 2,000 05/08/76 Single Wall Steel 5.3' x 12'Single Wall Steel Removed
12/01/81 Unknown
7 Diesel Diesel 4,000 04/10/92 Single Wall Steel 5.3' x 24'Single Wall Steel
FRP
Removed
10/30/02 Unknown
Description of
Associated
Product Piping
and
Pumps
Status
of
UST
TABLE 2
UST SYSTEM INFORMATION
STONE'S FAST SAVE (INCIDENT NO. 29035)
Facility ID #: 0-019036
UST
ID
No.
Current
or Most
Recent
Contents
Capacity
(gallons)
Date
Installed
Construction
Details
Tank
Dimensions
Current
or Most
Recent
Contents
Page 1 of 1
Well ID.Map No.Well Owner Address
Well Use
(Potable / Non-
Potable
etc.)
Municpal Water?
Well
Depth
(ft. BGS)
Type of Well
(Drilled/
Bored)
Well
Casing
Depth
(ft. BGS)
Well Screen
Interval
(x to y ft.
BGS)
Distance from source
area of release
(ft.)
WSW-1 921825757700 Sorn W. Beach 402 E Jackson St.
Rowland, NC 28383 Inactive Unknown 30-40 Cased Unknown Unknown ~1,220 SE
WSW-2 921825475600 Crawford Farms, Inc.P.O. Box 317
Lenox GA, 31637-0317 Inactive Unknown 30-40 Cased Unknown Unknown ~900 S
WSW-3 921825592600 Glinston A. Watts, Jr.208 Hwy 301 S
Dillon, SC 29536 Inactive Unknown 30-40 Cased Unknown Unknown ~675 SE
WSW-4 921827901600 Lillie McRae P.O. Box 201
Rowland NC 28383-0201 Inactive Unknown Unknown Unknown Unknown Unknown ~790 NE
WSW-5 921835049000 Allen J. McCall Love 502 E Jackson St.
Rowland NC 28383 Inactive Unknown Unknown Unknown Unknown Unknown ~1,470 SE
WSW-6 921835277400 Virginia L. Thompson P.O. Box 292
Rowland, NC 28383-0292 Inactive Yes Unknown Unknown Unknown Unknown ~1,360 SE
WSW-7 921826731000 VL Investments, LLC c/o Vonta Leach 5409 White Oak Dr.
Lumberton, NC 28358 Inactive Yes Unknown Unknown Unknown Unknown ~520 SE
WSW-8 921836765200 VL Investments, LLC P.O. Box 913
Rowland, NC 28383-0913 Inactive Yes Unknown Unknown Unknown Unknown ~1,480 E
Notes:
• Water supply wells are keyed to Figure 2.
• Ft. BGS : Feet below ground surface
TABLE 3
WATER SUPPLY WELL INFORMATION
STONE'S FAST SAVE (INCIDENT NO. 29035)
Date: 08/18/22 Facility ID # : 0-019036
Page 1 of 1
Date: 08/18/22 Facility ID # : 0-019036
921826254400
(Subject Site)
921826158700
921826268400
921826371300
921826165000
921826262700
921826175400
921826229900
921826137600
921826441500 Steven & Linda Branch 2402 Fayetteville Road
Lumberton, NC 28385
921826456600 Southeastern Medical Center P.O. Box 1408
Lumberton, NC 28358
921826131900 VL Investments c/o Vonta Leach 5409 White Oak Drive
Lumberton, NC 28358
921826048100 Novus Ordo Seclorum LLC 1300 Pennsylvania Ave, STE 190-303
Washington, DC 20004
921826134800 Nagmuldin Saleh 112 S. Bond Street
Rowland, NC 28383
Note:
• Properties are keyed to Figure 2.
Shiva Real Estate LLC P.O. Box 69
Rowland, NC 28383
TABLE 4
ADJACENT PROPERTY OWNER INFORMATION
STONE'S FAST SAVE (INCIDENT NO. 29035)
Parcel Number Owner Name Address
Page 1 of 1
Date: 08/18/22
→5030/
8015B/
UVF
3550/
8015B/
UVF
50 100
NS NS
NS NS
SB-1-4'08/08/22 4 394.4 162.0
SB-1-8'08/08/22 8 1,042 158.4
SB-1-12'08/08/22 12 52.8 19.6
SB-1-15'08/08/22 15 <20 <4
SB-1-20'08/08/22 20 <20 <4
SB-2-4'08/08/22 4 <20 <4
SB-2-8'08/08/22 8 <20 <4
SB-2-12'08/08/22 12 442 47.2
SB-2-15'08/08/22 15 <20 <4
SB-3-4'08/08/22 4 247.2 42.8
SB-3-8'08/08/22 8 25.6 5.2
SB-3-12'08/08/22 12 <20 <4
SB-3-15'08/08/22 15 47.6 6.4
SB-3-20'08/08/22 20 <20 <4
SB-4-4'08/08/22 4 27.2 28.0
SB-4-8'08/08/22 8 46 11.2
SB-4-12'08/08/22 12 1,488 6.0
SB-4-20'08/08/22 20 <20 <4
SB-5-4'08/08/22 4 <20 4.8
SB-5-8'08/08/22 8 <20 <4
SB-5-12'08/08/22 12 <20 <4
SB-5-15'08/08/22 15 <20 <4
SB-5-20'08/08/22 20 <20 <4
SB-6-4'08/08/22 4 <20 <4
SB-6-8'08/08/22 8 <20 <4
SB-6-12'08/08/22 12 <20 <4
SB-6-15'08/08/22 15 <20 <4
SB-6-20'08/08/22 20 <20 <4
Notes:
• Results reported in mg/kg (milligrams per kilogram).
• ft-BGS: feet below ground surface.
• RAL: Regulatory Action Level.
• MCCs: Maximum Contaminant Concentrations.
• <: Less than the reporting limit specified in the laboratory report.
• NA: Not Applicable.
• NR: Not Requested.
• J: Estimated value.
• Concentrations in bold face type exceed the RALs and/or soil-to-water MCCs.
• NS: No standard specified.
• Please see laboratory report for other compounds detected that did not exceed the soil-to-water MCCs.
TABLE 5
SOIL SAMPLING RESULTS
STONE'S FAST SAVE (INCIDENT NO. 29035)
SE of old UST
Basin
S of old UST
Basin
Analytical Method Sample IDDate Collected (mm/dd/yy)Sample LocationSample Depth (ft-BGS)Gasoline-Range TPHDiesel-Range TPHRAL
Soil-to-water MCCs
Residential Soil Cleanup Levels
Page 1 of 1

APPENDICES

APPENDIX A
State Correspondence

APPENDIX B
Right-to-Enter Agreement

3502 Hayes Road • Monroe, North Carolina 28110
Phone [phone] • [phone] • Fax [phone]
May 2, 2022

Shiva Real Estate LLC
c/o Mr. Raj Bansal
6569 Wade Stedman Road
Wade, North Carolina 28395

Re: Right to Enter Agreement
119 E Main Street
Rowland, North Carolina
Robeson County
GRI Project #2796

To Mr. Bansal:

Geological Resources, Inc. (GRI), on behalf of Mr. Ricky Stone, is conducting ongoing environmental
assessment and corrective action at the above referenced property located at 119 East Main Street in
Rowland, Robeson County, North Carolina. The next proposed scope of work is soil assessment activities
which is being conducted based on requirements set forth by the North Carolina Department of
Environmental Quality (NCDEQ). It is our understanding that you are the owner of the property identified
as PIN number 921826254400 in the Robeson County tax records. In order to conduct GRI’s soil and
ground water environmental assessment and future correction action activities, an executed Right to
Enter Agreement is necessary to move forward with the project.

A Right to Enter Agreement for Conducting Subsurface Investigations has been enclosed for your review.
At your earliest possible convenience, please sign the agreement and check either the right to enter
denied or right to enter granted box then return it via email to [e-mail], fax at
704-845-4012 or in the envelope that has been provided. GRI will attempt to minimize any inconvenience
that the activities may cause. A map showing where the proposed soil borings will be installed is attached,
for your review.

Your cooperation in this matter is greatly appreciated. Please do not hesitate to contact the undersigned
at [phone] if you have any questions or require additional information.

Sincerely,

Laura Minor
Project Manger

Enclosures

3502 Hayes Road • Monroe, North Carolina 28110
Phone [phone] • [phone] • Fax [phone]

RIGHT TO ENTER AGREEMENT
FOR
CONDUCTING SUBSURFACE INVESTIGATIONS

STATE OF NORTH CAROLINA
COUNTY OF ROBESON

We, the undersigned, being all of the fee simple owners of certain tracts or parcel designated
921826254400 of the County of Robeson, recognizing the benefits to said properties by reason of
conducting soil boring installation and future corrective action activities hereby grant to Mr. Ricky Stone
and the agents the right to enter said property in accordance with the requirements of the State of North
Carolina. Ricky Stone agents may include Geological Resources, Inc.

The undersigned hereby covenant and warrant that they are the sole owners of said property; that they
solely have the right to grant this right to enter for conducting the soil assessment and corrective action
activities against the lawful claims of all persons whomsoever.

It is agreed that Mr. Ricky Stone shall be responsible for restoring any damage done to the ground of said
property by its employees or its agents during the soil assessment and future corrective action activities,
and that Mr. Ricky Stone shall abandon the soil borings, existing ground water monitoring wells, etc on
said property in accordance with NCDEQ requirements after the incident has been closed.

It is agreed that Mr. Ricky Stone shall hold harmless the owner of the afore mentioned property for any
personal injury that might be sustained during the course of conducting or proximately resulting from the
conduct of subsurface investigations.

_____ Right to Enter denied.

_____ Right to Enter granted.

———————————————
Signature

———————————————
Phone

———————————————
Date

APPENDIX C
Boring Logs
Geological Resources, Inc.Phone:[phone]
3502 Hayes Road Fax:[phone]
Monroe, NC 28110
Project Stone's Fast Save Project #2796
Address 119 East Main Street, Rowland, NC
Boring Number SB-1 Date Drilled
Sample Method Grab Drilling Method 2.035" Macrocore
Completion Details Borings abandoned with bentonite and capped with concrete
Driller Matt Steele License #4548-A Log By Xavier T. Farmer
Boring Lab Sample PID GW USCS
Depth Sample Type ppm depth class From To Color Moisture Odor
0 0.6
0 0.6 8.0 Brown Dry
2
4
6
8 8.0 10.0 Gray Moist
10 10.0 13.0 Gray Moist

12
13.0 20.0 Tan Wet
14
16

18
20 Boring Terminated @ 20.0'
Sandy Clay
Fine sandy Clay
Fine Sand
Depth (feet)LITHOLOGY
Soil Type
SUBSURFACE LOG
Fine Sand
08/08/22
Concrete
Geological Resources, Inc.Phone:[phone]
3502 Hayes Road Fax:[phone]
Monroe, NC 28110
Project Stone's Fast Save Project #2796
Address 119 East Main Street, Rowland, NC
Boring Number SB-2 Date Drilled
Sample Method Grab Drilling Method 2.035" Macrocore
Completion Details Borings abandoned with bentonite and capped with concrete
Driller Matt Steele License #4548-A Log By Xavier T. Farmer
Boring Lab Sample PID GW USCS
Depth Sample Type ppm depth class From To Color Moisture Odor
0.0 0.6
0 0.6 7.0 Brown Dry
2
4
6
7.0 11.0 Brown/gray Moist
8
10
11.0 15.0 Gray Moist
12
14
15.0 20.0 Tan Wet
16

18
20
Sandy Clay
SUBSURFACE LOG
Depth (feet)LITHOLOGY
Soil Type
Fine Sand
08/08/22
Concrete\
Fine Sand
Fine sandy Clay
Boring Terminated @ 20.0'
Geological Resources, Inc.Phone:[phone]
3502 Hayes Road Fax:[phone]
Monroe, NC 28110
Project Stone's Fast Save Project #2796
Address 119 East Main Street, Rowland, NC
Boring Number SB-3 Date Drilled
Sample Method Grab Drilling Method 2.035" Macrocore
Completion Details Borings abandoned with bentonite and capped with concrete
Driller Matt Steele License #4548-A Log By Xavier T. Farmer
Boring Lab Sample PID GW USCS
Depth Sample Type ppm depth class From To Color Moisture Odor
0 0.6
0 0.6 7.0 Brown Dry
2
4
6
7.0 12.0 Brown/gray Moist
8
10

12 12.0 15.0 Gray Moist
14
15.0 20.0 Tan Wet
16

18
20
Sandy Clay
SUBSURFACE LOG
Depth (feet)LITHOLOGY
Soil Type
Fine Sand
08/08/22
Concrete
Fine Sand
Fine sandy Clay
Boring Terminated @ 20.0'
Geological Resources, Inc.Phone:[phone]
3502 Hayes Road Fax:[phone]
Monroe, NC 28110
Project Stone's Fast Save Project #2796
Address 119 East Main Street, Rowland, NC
Boring Number SB-4 Date Drilled
Sample Method Grab Drilling Method 2.035" Macrocore
Completion Details Borings abandoned with bentonite and capped with concrete
Driller Matt Steele License #4548-A Log By Xavier T. Farmer
Boring Lab Sample PID GW USCS
Depth Sample Type ppm depth class From To Color Moisture Odor
0 0.6
0 0.6 6.0 Brown Dry
2
4
6 6.0 11.0 Brown/gray Moist
8
10
11.0 16.0 Gray Moist
12
14
16 16.0 20.0 Tan Wet

18
20
SUBSURFACE LOG
Depth (feet)LITHOLOGY
Soil Type
Fine Sand
08/08/22
Concrete
Sandy Clay
Fine Sand
Fine sandy Clay
Boring Terminated @ 20.0'
Geological Resources, Inc.Phone:[phone]
3502 Hayes Road Fax:[phone]
Monroe, NC 28110
Project Stone's Fast Save Project #2796
Address 119 East Main Street, Rowland, NC
Boring Number SB-5 Date Drilled
Sample Method Grab Drilling Method 2.035" Macrocore
Completion Details Borings abandoned with bentonite and capped with concrete
Driller Matt Steele License #4548-A Log By Xavier T. Farmer
Boring Lab Sample PID GW USCS
Depth Sample Type ppm depth class From To Color Moisture Odor
0 0.6
0 0.6 7.0 Brown Dry
2
4
6
7.0 12.0 Brown/gray Moist
8
10

12 12.0 15.0 Gray Moist
14
15.0 20.0 Tan Wet
16

18
20
Sandy Clay
SUBSURFACE LOG
Depth (feet)LITHOLOGY
Soil Type
Fine Sand
08/08/22
Concrete
Fine Sand
Fine sandy Clay
Boring Terminated @ 20.0'
Geological Resources, Inc.Phone:[phone]
3502 Hayes Road Fax:[phone]
Monroe, NC 28110
Project Stone's Fast Save Project #2796
Address 119 East Main Street, Rowland, NC
Boring Number SB-6 Date Drilled
Sample Method Grab Drilling Method 2.035" Macrocore
Completion Details Borings abandoned with bentonite and capped with concrete
Driller Matt Steele License #4548-A Log By Xavier T. Farmer
Boring Lab Sample PID GW USCS
Depth Sample Type ppm depth class From To Color Moisture Odor
0 0.0 1.0 Brown
1.0 6.0 Brown Dry
2
4
6 6.0 12.0 Brown/Gray Moist
8
10

12 12.0 16.0 Gray Moist
14
16 16.0 20.0 Tan Wet

18
20
Depth (feet)
SUBSURFACE LOG
Soil Type
Fine Sand
Sandy Silt
LITHOLOGY
08/08/22
Sandy Clay
Boring Terminated @ 20.0'
Fine Sand
Fine sandy Clay

APPENDIX D
Mobile Laboratory Report – Soil Samples

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

Samples Collected: August 8, 2022
Samples Analyzed: August 8, 2022
Site Name: Stone’s Fast Save
Site Address: 119 East Main Street, Rowland, NC
GRI Project Number: 2796

August 12, 2022

AJ Discepolo, GIT
Operator

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

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

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

Sample Analyzation
 The dilution is shaken to thoroughly mix, then poured into a clean glass cuvette
 The desired module is inserted into the UVF Trilogy and the corresponding factory calibration is
selected
 “Measure Fluorescence” is pressed on the touchscreen and the reading is recorded
 The reading should be between the concentrations of the calibration standards (GRO: 0.5-10
ppm; DRO 0.1-5 ppm)
o Reading below the calibration standard range are recorded as below the detection limit
 Detection Limit = (lower range of calibration standards range) x dilution factor
(i.e. a GRO sample with a 100x dilution factor has a detection limit of 50 ppm)
o Readings above the calibration standard range should be further diluted and reanalyzed
o Negative readings are an indication of quenching (see below)
 The reading is multiplied by the dilution factor to calculate the final concentration
 Check suspected contaminated samples for quenching by running additional dilutions
o According to the siteLAB Quick Reference Guide:
“Quenching” can occur when the detector is swamped by too many hydrocarbons or
organic interferences, producing low or negative concentrations. Test the sample at
multiple dilutions to confirm results are linear and accurate.”
QA/QC
Calibration
 The UFV Trilogy will be calibrated daily prior to use
 The calibration results will be saved and entered into the calibration log
Method Blank
 A method blank of methanol will be analyzed following calibration and following the last sample
analyzed for each site
Duplicates
 One duplicate will be analyzed for every 20 samples
 The duplicate will be prepared from the extract of the sample and diluted to the same factor as
the sample analyzed
Project Name:Date Collected:
Project Number:Date Analysed:
Project Manager:Operator:
Sample ID Matrix Dilution
Factor x
GRO
Output
(ppm)
=GRO Value
(mg/Kg)
Dilution
Factor x
DRO
Output
(ppm)
=DRO Value
(mg/Kg)
SB-1-4'Soil 40 9.86 394.4 40 4.05 162
SB-1-8'Soil 200 5.21 1042 40 3.96 158.4
SB-1-12'Soil 40 1.32 52.8 40 0.49 19.6
SB-1-15'Soil 40 <0.5 <20 40 <0.1 <4
SB-1-20'Soil 40 <0.5 <20 40 <0.1 <4
SB-2-4'Soil 40 <0.5 <20 40 <0.1 <4
SB-2-8'Soil 40 <0.5 <20 40 <0.1 <4
SB-2-12'Soil 100 4.42 442 40 1.18 47.2
SB-2-15'Soil 40 <0.5 <20 40 <0.1 <4
SB-3-4'Soil 40 6.18 247.2 40 1.07 42.8
SB-3-8'Soil 40 0.64 25.6 40 0.13 5.2
SB-3-12'Soil 40 <0.5 <20 40 <0.1 <4
SB-3-15'Soil 40 1.19 47.6 40 0.16 6.4
SB-3-20'Soil 40 <0.5 <20 40 <0.1 <4
SB-4-4'Soil 40 0.68 27.2 40 0.7 28
SB-4-8'Soil 40 1.15 46 40 0.28 11.2
SB-4-12'Soil 200 7.44 1488 200 0.03 6
SB-4-20'Soil 40 <0.5 <20 40 <0.1 <4
SB-5-4'Soil 40 <0.5 <20 40 0.12 4.8
SB-5-8'Soil 40 <0.5 <20 40 <0.1 <4
SB-5-12'Soil 40 <0.5 <20 40 <0.1 <4
SB-5-15'Soil 40 <0.5 <20 40 <0.1 <4
SB-5-20'Soil 40 <0.5 <20 40 <0.1 <4
SB-6-4'Soil 40 <0.5 <20 40 <0.1 <4
SB-6-8'Soil 40 <0.5 <20 40 <0.1 <4
SB-6-12'Soil 40 <0.5 <20 40 <0.5 <4
SB-6-15'Soil 40 <0..5 <20 40 <0.1 <4
SB-6-20'Soil 40 <0.5 <20 40 <0.1 <4
UVF Analytical Report
siteLAB UVF Trilogy
8/8/2022
8/8/2022
AJ Discepolo
Stone's Fast Save
2796
Laura Minor
Report Date:
9/7/2022
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