HomeMy WebLinkAboutWA-28251_47509_CA_RPTS_20221219_MRP
3502 Hayes Road • Monroe, North Carolina 28110
113 West Firetower Road, Suite G • Winterville, North Carolina 28590
Phone (704) 845-4010 • (888) 870-4133 • Fax (704) 845-4012
December 20, 2022
Mr. Jared Edwards
North Carolina Department of
Environmental Quality
Washington Regional Office
943 Washington Square Mall
Washington, North Carolina 27889
Re: Ground Water Monitoring Report
November 2022
Duck Thru #29
512 Caratoke Highway
Moyock, Currituck County
North Carolina
Facility ID Number: 0-00-0000035738
Incident Number: 47509
GRI Project Number: 5614
Dear Mr. Edwards,
Please find enclosed the referenced report, for the abovementioned site.
If you have any questions, please contact William Regenthal at 704-845-4010.
Sincerely,
Geological Resources, Inc.
Leslie Maxtone-Graham
Administrative Assistant
Enclosure
Cc: Mr. Michael Harrell; Jernigan Oil Co. Inc., file
3502 Hayes Road • Monroe, North Carolina 28110
113 West Firetower Road, Suite G • Winterville, North Carolina 28590
Phone (704) 845-4010 • (888) 870-4133 • Fax (704) 845-4012
Engineering Certification: C-2727 • Geology Certification: C-127
Ground Water Monitoring Report
November 2022
Duck Thru #29
512 Caratoke Highway
Moyock, Currituck County
North Carolina
Facility ID Number: 0-00-0000035738
Incident Number: 47509
GRI Project Number: 5614
Prepared for:
Michael Harrell
Jernigan Oil Co. INC.
Post Office Box 688
Ahoskie, North Carolina 27910
December 19, 2022
William Regenthal, P.G.
Project Manager
Colton Coolbaugh
Staff Scientist
___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Ground Water Monitoring Report
Prepared on: December 19, 2022 Duck Thru #29
Project Manager: William Regenthal, P.G. GRI Project No. 5614
i
EXECUTIVE SUMMARY
Duck Thru #29 is located at 512 Caratoke Highway in Moyock, Currituck County, North Carolina. The site
is currently owned by Old’s Auto Supply and Service, Inc. and is operated by Jernigan Oil Company as a
convenience store and petroleum retail facility. A site check was conducted in July 2021 following the
discovery of free product in MW-4 during assessment of a previous release that confirmed the presence
of a new release. Currently, one 12,000-gallon regular gasoline and one 8,000-gallon premium gasoline
USTs are active at the site. The surrounding properties are a mixture of residential and commercial
properties. According to the information determined during receptor survey activities conducted for the
previous release, thirteen water supply wells were identified within 1,500 feet of the site. Eight of the
thirteen wells were within 1,000 feet of the site and identified as in use. There were no water supply wells
identified that were within 250 feet of the site. Public water is available to the subject site and to most
of the surrounding properties. Shingle Landing Creek is adjacent to the site on the southwest to northwest
property line.
A CAP has not yet been established for the site.
On November 10, 2022, fourteen Type II monitoring wells, one Type III monitoring well and one water
supply well were gauged, purged and sampled. Concentrations of individual BTEX constituents,
naphthalene, TAA, TBA, isopropylbenzene, chloroform n-propylbenzene and/or 1,2,4-trimethylbenzene
that exceeded the MACs were reported in the ground water samples collected from MW-1 through MW-
5, GMW-1, GMW-2, GMW-3, GMW-5, GMW-7, GMW-8, GMW-9 and TW-1. All reported contaminant
concentrations were less than the GCLs. Concentrations of benzene and toluene reported in the ground
water samples collected from MW-4, GMW-1, and GMW-2 exceeded ten times the 2B surface water
standards.
Based on this information, the risk classification for the site should remain high risk. Quarterly sampling
should continue to be conducted in order to determine contaminant trends at the site. Once plume
stability has been established, a remedial strategy can be determined. Based on the results of the
November 2022 sampling event, natural attenuation is likely to be a feasible remedial strategy; however,
additional sampling events are necessary to confirm the feasibility. The next sampling event is tentatively
scheduled for February 2023.
___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Ground Water Monitoring Report
Prepared on: December 19, 2022 Duck Thru #29
Project Manager: William Regenthal, P.G. GRI Project No. 5614
ii
SITE INFORMATION
1. Site Identification
Duck Thru #29 (Facility ID 0-00-0000035738)
Incident Number 47509 – High Risk (H285A)
Location of Source Area: 512 Caratoke Highway
Moyock, NC 27958
Currituck County
36.52498°N, 76.178706°W (Topographical Map)
2. Information about Contacts Associated with the Leaking UST System
UST Owner
Old’s Auto Supply & Service Inc
Post Office Box 365
Moyock, NC 27958-0365
jerry@currituckhomes.com
252-435-6366
UST Operator
Jernigan Oil Company
P.O. Box 688
Ahoskie, NC 27910
milesh@jerniganoil.com
252-332-2131
Property Owner
Old’s Auto Supply & Service Inc
Post Office Box 365
Moyock, NC 27958-0365
jerry@currituckhomes.com
252-435-6366
Property Occupant
Jernigan Oil Company
P.O. Box 688
Ahoskie, NC 27910
milesh@jerniganoil.com
252-332-2131
Consultant/Contractor
Geological Resources, Inc.
3502 Hayes Road
Monroe, NC 28110
wlr@geologicalresourcesinc.com
704-845-4010
Analytical Laboratory
SGS North America, Inc.
4405 Vineland Road, Suite C-15
Orlando, FL 32811
State Certification No. 573
407-425-6700
3. Information about Release
Release was discovered on July 15, 2020.
An unknown amount of product was released from a leaking UST system.
One 12,000-gallon regular gasoline UST and one 8,000-gallon premium gasoline UST are in use at
the site.
___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Ground Water Monitoring Report
Prepared on: December 19, 2022 Duck Thru #29
Project Manager: William Regenthal, P.G. GRI Project No. 5614
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: December 19, 2022 Duck Thru #29
Project Manager: William Regenthal, P.G. GRI Project No. 5614
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 ...........................................................................................................................6
7.0 STATEMENTS AND CERTIFICATION ...........................................................................................6
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: Benzene Isoconcentration Map
Figure 7: Naphthalene Isoconcentration Map
Figure 8: Estimated Contaminant Mass Area Map
TABLES
Table 1: UST Owner and Operator Information
Table 2: UST System Information
Table 3: Adjacent Property Owner Information
Table 4: Well Construction and Gauging Information
Table 5: Summary of Ground Water Sample Analytical Results
Table 6: Summary of Ground Water Sample Analytical Results – Natural Attenuation Parameters
APPENDICES
Appendix A: State Correspondence
Appendix B: Land Use Information
Appendix C: Receptor Information
Appendix D: Incident Reports
Appendix E: Historical Soil Quality Information
Appendix F: Laboratory Report – Ground Water Samples
Appendix G: Contaminant Mass Calculations
___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Ground Water Monitoring Report
Prepared on: December 19, 2022 Duck Thru #29
Project Manager: William Regenthal, P.G. GRI Project No. 5614
1
1.0 SITE HISTORY AND CHARACTERIZATION
GRI presents the results of the November 2022 ground water sampling event at the Duck Thru #29 site;
located at 512 Caratoke Highway in Moyock, Currituck County, North Carolina (Figure 1). These activities
were conducted in accordance with GRI Proposal No. 22-774, which was submitted to NCDEQ on
November 1, 2022, and was approved as Task Authorization No. 47509-006 on November 2, 2022. State
correspondence has been included as Appendix A.
The site is currently owned by Old’s Auto Supply and Service, Inc. and is operated by Jernigan Oil Company
as a convenience store and petroleum retail facility. A site check was conducted in July 2021 following
the discovery of free product in MW-4 during assessment of a previous release that confirmed the
presence of a new release. One 12,000-gallon gasoline and one 8,000-gallon gasoline USTs are in use 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 residential and commercial properties. A copy of the Land
Use table has been included as Appendix B. The site contains one building and is primarily capped with
asphalt, concrete and grass. The overall topography at the site is relatively flat. Five Type II monitoring
wells (MW-1 through MW-5) were installed at the site during previous ground water assessment activities
of a previous release. An additional nine Type II monitoring wells (GMW-1 through GMW-9) and one Type
III monitoring well (TW-1) were installed during previous ground water assessment activities for the
current incident. A Site Map showing the locations of the monitoring wells and the structures on-site has
been included as Figure 2.
According to receptor survey activities conducted in February 2020 by a previous consultant, thirteen
water supply wells were identified within 1,500 feet of the site. Eight of the thirteen wells were within
1,000 feet of the site and identified as in use. There were no water supply wells identified that were
within 250 feet of the site. Concentrations of methylene chloride and/or 1,2,4-trimethylbenzene less than
___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Ground Water Monitoring Report
Prepared on: December 19, 2022 Duck Thru #29
Project Manager: William Regenthal, P.G. GRI Project No. 5614
2
the MACs have been reported in WSW-1 and WSW-2 during past sampling events. Public water is
available to the site and to the surrounding properties. Public water is supplied by Currituck County Water
Department. Shingle Landing Creek is classified as Class C/Swamp Waters and is located adjacent to the
site, flowing perpendicular to NC Highway 168. At the closest point to the site, Shingle Landing Creek is
located approximately 225 feet northeast from the center of the UST basin. Receptor information is
provided in Appendix C. Adjacent property owner information is presented in Table 3. A Site Vicinity
Map showing the adjacent properties and a Zoning Map showing the zoning information have been
included as Figures 3A and 3B, respectively.
A past UST incident (Incident Number 23511 – Riggs (Eagle Mart) Site 10) was located in the vicinity of the
site and was closed by NCDEQ in January 2002. An orphaned oil-water separator was removed from the
site by the NC State Lead contractor in September 2019 and UST Incident Number 38779 was issued. This
incident was closed in December 2021 after free product was observed in September 2020 and a new
release was discovered (Incident No. 47509).
One incident (Incident No. 12700) has been reported on an adjacent property. Copies of the NCDEQ
Incident Reports have been included as Appendix D. A map showing the locations of additional incidents
in the vicinity of the site is shown below:
A CAP has not yet been established for the site. To date, no corrective action has been conducted for the
incident.
Based on this information, the site was classified as high risk and the contaminant plume is sufficiently
delineated.
38779
47509
23511
12700
31158
___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Ground Water Monitoring Report
Prepared on: December 19, 2022 Duck Thru #29
Project Manager: William Regenthal, P.G. GRI Project No. 5614
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 has been included as Appendix E.
On November 10, 2022, fourteen Type II monitoring wells (MW-1 through MW-5 and GMW-1 through
GMW-9), one telescoping well (TW-1) and one water supply well (WSW-2) were gauged, purged and/or
sampled in accordance with the NCDEQ guidelines. Water supply well WSW-1 was scheduled to be
sampled, but could not be completed due to the resident not being home. No free product was observed
at the site. Depths to ground water in the Type II monitoring wells ranged from 1.76 feet to 5.79 feet
below the tops of well casings. Ground water elevations in the Type II monitoring wells ranged from 95.01
feet to 98.53 feet. Ground water flow was generally to the northwest with a horizontal gradient of
approximately 0.02 feet per foot between MW-2 and GMW-5. The vertical gradient between paired wells
GMW-1 and TW-1 was approximately 0.01 feet per foot in the downward direction. Well construction
and gauging information is presented in Table 4. A Water Table Surface Map based on the Type II
monitoring wells is included as Figure 4. A summary of the current ground water gauging data is shown
below:
Well ID
Screened
Interval
(x to y ft.
BGS)
Bottom
of Well
(ft. BGS)
Top of
Casing
Elevation
(ft.)
Depth to
Water from
Top of Casing
(feet)
Free
Product
Thickness
(ft.)
Ground
Water
Elevation
(ft.)
MW-1 3 - 10 10 98.95 2.46 --- 96.49
MW-2 3 - 10 10 98.45 3.44 --- 95.01
MW-3 3 - 10 10 98.52 2.50 --- 96.02
MW-4 3 - 8 8 99.17 2.53 --- 96.64
MW-5 3 - 8 8 98.26 1.86 --- 96.40
GMW-1 3 - 8 8 100.00 2.61 --- 97.39
GMW-2 3 - 8 8 99.90 2.60 --- 97.30
GMW-3 3 - 8 8 100.19 2.28 --- 97.91
GMW-4 3 - 8 8 99.87 2.95 --- 96.92
GMW-5 3 - 8 8 100.29 1.76 --- 98.53
GMW-6 3 - 8 8 101.36 5.79 --- 95.57
GMW-7 6 - 11 11 101.73 4.47 --- 97.26
GMW-8 3 - 8 8 100.54 2.77 --- 97.77
GMW-9 3 - 8 8 99.92 3.18 --- 96.74
TW-1 40 - 45 45 98.92 2.09 --- 96.83
Ground water samples collected from the monitoring wells were submitted for laboratory analyses for
VOCs and oxygenates using EPA Method 6200B. The samples were also submitted for laboratory analysis
of natural attenuation parameters (nitrate, sulfate, ferrous iron and methane). The samples collected
from the water supply well and the laboratory supplied trip blank were submitted for laboratory analyses
of VOCs using EPA Method 6200B. Concentrations of individual BTEX constituents, naphthalene, TAA,
TBA, isopropylbenzene, chloroform n-propylbenzene, and/or 1,2,4-trimethylbenzene that exceeded the
MACs were reported in the ground water samples collected from MW-1 through MW-5, GMW-1, GMW-
2, GMW-3, GMW-5, GMW-7, GMW-8, GMW-9 and TW-1. All reported contaminant concentrations were
___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Ground Water Monitoring Report
Prepared on: December 19, 2022 Duck Thru #29
Project Manager: William Regenthal, P.G. GRI Project No. 5614
4
less than the GCLs. Concentrations of benzene and toluene reported in the ground water samples
collected from MW-4, GMW-1 and GMW-2 exceeded ten times the 2B surface water standards. A
summary of the analytical results for ground water samples collected on November 10, 2022, is presented
in Tables 5 and 6. A Ground Water Quality Map based on the November 2022 data is included as Figure
5. Isoconcentration maps for benzene and naphthalene have been included as Figures 6 and 7. A
complete report of laboratory analyses of the ground water samples collected from the monitoring wells
during the November 2022 sampling event has been included as Appendix F. A summary of the current
ground water analytical data is shown below:
Contaminant of
Concern Benzene Toluene Ethylbenzene Xylenes MTBE Naphthalene Well
ID
MACs (μg/l) 1 600 600 500 20 6
GCL (μg/l) 5,000 260,000 80,000 50,000 20,000 6,000
10 x 2B Standard 510 110 NE NE NE NE
MW-1 11.5 1.1 J <0.63 1.5 J 1.8 J 1.1 J
MW-2 455 17.5 21.5 57.8 6.5 6.1
MW-3 <0.13 <0.13 <0.13 <0.25 0.58 <0.13
MW-4 842 64.9 609 470 <6.3 251
MW-5 2.4 1.5 4.6 4.1 <0.13 27.2
GMW-1 23.4 285 41.3 101 <0.13 29.4
GMW-2 483 840 765 3700 <13 444
GMW-3 4.3 0.35 J 7.7 1.3 J 0.43 J 8.2
GMW-4 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13
GMW-5 0.15 J 108 <0.13 <0.25 <0.13 <0.13
GMW-6 <0.13 <0.13 <0.13 <0.25 1.8 <0.13
GMW-7 <0.13 <0.13 <0.13 <0.25 0.16 J <0.13
GMW-8 <0.13 0.15 J <0.13 <0.25 9.3 <0.13
GMW-9 16.3 1.7 J 166 58.3 6.3 210
TW-1 1.2 1.3 5.4 2.7 <0.13 1.1
WSW-2 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13
The baseline contaminant mass at the site was determined based on the total BTEX, MTBE and
naphthalene concentrations from the April 2022 ground water sampling event as well as the 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 April 2022 ground water sampling event. The
contaminant mass has been reduced by 42.9% and 34.5% in Areas 1 and 2, respectively. Contaminant
mass calculations have been included as Appendix G. A map of the contaminant mass areas has been
included as Figure 8. A chart depicting the overall trend in contaminant mass is shown below:
___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Ground Water Monitoring Report
Prepared on: December 19, 2022 Duck Thru #29
Project Manager: William Regenthal, P.G. GRI Project No. 5614
5
The site is located in the Coastal Plain Physiographic Province of North Carolina. The water table has a
seasonal high depth to water of approximately one to four feet BGS.
A CAP has not yet been established for the site; therefore, no projected milestones have been determined.
3.0 FREE PRODUCT REMOVAL
Free product has historically been present in MW-4. Free product has not been observed since the July
2021 sampling event
4.0 NATURAL ATTENUATION / NATURAL SOURCE ZONE DEPLETION STATUS
MNA parameters have been collected for the onsite monitoring wells since September 2022. However,
due to the site being in the assessment phase, no natural attenuation monitoring plan is currently in place
at the site. It is anticipated that natural attenuation will be a feasible remedial strategy once plume
stability has been established.
5.0 CONCLUSIONS
On November 10, 2022, fourteen monitoring wells, one telescoping well and one water supply
well were gauged, purged and/or sampled. Ground water flow was generally to the northwest
with a horizontal gradient of approximately 0.02 feet per foot between MW-2 and GMW-5. The
___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Ground Water Monitoring Report
Prepared on: December 19, 2022 Duck Thru #29
Project Manager: William Regenthal, P.G. GRI Project No. 5614
6
vertical gradient between paired wells GMW-1 and TW-1 was approximately 0.01 feet per foot in
the downward direction.
Concentrations of individual BTEX constituents, naphthalene, TAA, TBA, isopropylbenzene,
chloroform n-propylbenzene, and/or 1,2,4-trimethylbenzene that exceeded the MACs were
reported in the ground water samples collected from MW-1 through MW-5, GMW-1, GMW-2,
GMW-3, GMW-5, GMW-7, GMW-8, GMW-9 and TW-1. All reported contaminant concentrations
were less than the GCLs. Concentrations of benzene and toluene reported in the ground water
samples collected from MW-4, GMW-1 and GMW-2 exceeded ten times the 2B surface water
standards.
Based on this information, the risk classification for the site should remain high risk. Quarterly
sampling should continue to be conducted in order to determine contaminant trends at the site.
Once plume stability has been established, a remedial strategy can be determined. Based on the
results of the November 2022 sampling event, natural attenuation is likely to be a feasible
remedial strategy; however, additional sampling events are necessary to confirm the feasibility.
The next sampling event is tentatively scheduled for February 2023.
6.0 LIMITATIONS
This report has been prepared for the exclusive use of Jernigan Oil Company for specific application to the
referenced site in Currituck 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.
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
SITE LOCATIONFigure 1 Site Location Duck Thru Food Mart #29512 Caratoke HighwayMoyock, North CarolinaCurrituck CountyIncident No. 47509GRI Project No. 5614500 M2000 FTDate: 09/04/2021Location: 36.524980° N -76.178706° W Dad
"J
"J
"J
"J
"J
"J
"J
"J
"J
"J"J
DH
DH
SITE
009A00000730000
009A00000560000
009A000085E0000
009A00000870000
009A00000710000
014B00000570000
009A00000840000
009A00000720000
014B00000010000
014B000058B0000
009B00000140000
0
0
9A0
0
00
7
4D000
0009A00000820000
009A00000800000
009A00000780000
009B00000030000
009B00000010000009B00000130000
009B00000200000
009B00000150000
009B00000080000 014B000002A0000
014B000002B0000
WSW-8
WSW-6
WSW-9
WSW-7
WSW-5
WSW-4
WSW-3
WSW-2
WSW-1
WSW-13
WSW-12
WSW-11
WSW-10
Caratoke Hwy
Camellia DrSouth Mills RdShingle Landing Rd
Tulls Creek Rd
Oak St
Foutz DrA StSurf Scoter LoopSouth Landing Dr Church StCherry StPuddin Ridge RdGoldeneye Ct
D StCrossing AveFirst View Way
Newtown Rd
Jae Ct Fire Station CtMitchell Ct Fox LnMOYOCK RUN³
FIGURE 3A: SITE VICINITY MAPDUCK THRU FOOD MART #29512 CARATOKE HIGHWAYMOYOCK, CURRITUCK COUNTYNORTH CAROLINAINCIDENT NO. 47509GRI NO. 5614
PREPARED BY:GEOLOGICAL RESOURCES, INC.JUNE 14, 2022
0 300150Feet
1,500-FOOT RADIUS
250-FOOT RADIUS
1,000-FOOT RADIUS
1 inch = 300 feet
NOTE:Based on Currituck County, NC GIS Website.
500-FOOT RADIUS
LEGEND
"J Water Supply Well
DH Inactive Water Supply Well
Street_Centerlines_January_2019
ncrivers
Ponds
Well Owners and Adjacent Properties
Currituck County NC_parcels
"J
"J
"J
"J
"J
"J
"J
"J
"J
"J"J
DH
DH
SITE
WSW-9
WSW-7
WSW-5
WSW-4
WSW-3
WSW-2
WSW-1
WSW-13 WSW-12
WSW-11
WSW-10
WSW-8
WSW-6
Caratoke Hwy
Camellia DrSouth Mills RdShingle Landing Rd
Tulls Creek Rd
Oak St
Foutz DrA StSurf Scoter LoopSouth Landing Dr Church StCherry StPuddin Ridge RdGoldeneye Ct
D StCrossing AveFirst View Way
Newtown Rd
Jae Ct Fire Station CtMitchell Ct Fox LnMOYOCK RUN³
FIGURE 3B: ZONING MAPDUCK THRU FOOD MART #29512 CARATOKE HIGHWAYMOYOCK, CURRITUCK COUNTYNORTH CAROLINAINCIDENT NO. 47509GRI NO. 5614
PREPARED BY:GEOLOGICAL RESOURCES, INC.JUNE 14, 2022
0 300150Feet
1,500-FOOT RADIUS
250-FOOT RADIUS
1,000-FOOT RADIUS
1 inch = 300 feet
NOTE:Based on Currituck County, NC GIS Website.
500-FOOT RADIUS
LEGEND
"J Water Supply Well
DH Inactive Water Supply Well
Street_Centerlines_January_2019
Ponds
ncrivers
ZONING - AG
ZONING - SFM
ZONING - GB
Currituck County NC_parcels
TABLES
UST ID Number A1, A2 Facility ID Number
Owner or Operator?
Owner/Operator
UST ID Number A1, A2 Facility ID Number
Owner or Operator?
Operator
TABLE 1
UST OWNER/OPERATOR INFORMATION
DUCK THRU FOOD MART #29 (INCIDENT NO. 47509)
00-0-0000035738
Name of Owner or Operator Dates of Ownership / Operation
Olds Auto Supply and Service, Inc. 12/01/1997 - Current
Address Telephone Number
Post Office Box 365, Moyock, NC 27958-0365 Unknown
Address Telephone Number
Post Office Box 688, Ahoskie, NC 27910 252-332-2131
00-0-0000035738
Name of Owner or Operator Dates of Ownership / Operation
Jernigan Oil Company, Inc. 12/09/2008 - Current
Date: 08/27/2021
Was Release
Associated
with UST
System?
(Yes / No)
A1 Gasoline 12,000 12/01/1997
Single Wall
Steel Unknown Single Wall Flex Current Yes
A2 Gasoline 8,000 12/01/1997
Single Wall
Steel Unknown Single Wall Flex Current Yes
Date
Installed
Construction
Details
Tank
Dimensions
Description of
Associated
Product Piping
and
Pumps
Status
of
UST
TABLE 2
UST SYSTEM INFORMATION
DUCK THRU FOOD MART #29 (INCIDENT NO. 47509)
Facility ID #: 00-0-0000035738
UST
ID
No.
Current
or Most
Recent
Contents
Capacity
(gallons)
Date: 06/10/22 Facility ID #: 00-0-0000035738
PIN Number Property Owner Name Property Owner Address
009A00000720000 (site) Olds Auto Supply and Service, INC.
PO Box 62
Moyock, NC 27958
009A000085E0000 Moyock Storage Company LLC
PO Box 2
Moyock, NC 27598
014B00000010000 Old Brothers LLC.PO Box 62
Moyock, NC 27958
014B000002A0000 Old Brothers LLC.
PO Box 62
Moyock, NC 27958
014B000002B0000 Old Brothers LLC.
PO Box 62
Moyock, NC 27958
014B00000570000 DT Retail Properties LLC
500 Volvo Parkway Chesapeake,
VA 23320
014B000058B0000 Galen E & Barbara A Swinson
324 Sign Pine Road Chesapeake,
VA 23322
009A00000730000 Robert C Balance
750 Shawboro Road Shawboro,
NC 27973
009A000074D0000 Leonard & Janice Utt
140 Maple Shade Ave. Norfolk,
VA 23505
009A00000710000 Diane H. Ferebee
PO Box 110
Shawboro, NC 27973
Note:
• All PIN numbers are prefaced with 0179-04; properties are keyed to Figure 2.
TABLE 3
ADJACENT PROPERTY OWNER INFORMATION
DUCK THRU #29 (INCIDENT NO. 47509)
Date: 12/6/2022
Well ID
Date
Installed
(m/dd/yy)
Date Water
Level
Measured
(m/dd/yy)
Well
Casing
Depth
(ft. BGS)
Screened
Interval
(x to y ft.
BGS)
Bottom
of Well
(ft. BGS)
Top of
Casing
Elevation
(ft.)
Depth to
Water from
Top of Casing
(feet)
Free
Product
Thickness
(ft.)
Ground
Water
Elevation (ft.)
Comments
07/21/21 3.49 ---95.46
04/27/22 3.91 ---95.04
09/12/22 1.54 ---97.41
11/10/22 2.46 ---96.49
07/21/21 2.05 ---96.40
04/27/22 2.21 ---96.24
09/12/22 1.58 ---96.87
11/10/22 3.44 ---95.01
07/21/21 1.85 ---96.67
04/27/22 2.09 ---96.43
09/12/22 1.61 ---96.91
11/10/22 2.50 ---96.02
07/21/21 1.75 1.25 98.49
04/27/22 1.73 ---97.44
09/12/22 2.45 ---96.72
11/10/22 2.53 ---96.64
07/21/21 1.00 ---97.26
04/27/22 1.41 ---96.85
09/12/22 1.02 ---97.24
11/10/22 1.86 ---96.40
07/21/21 1.60 ---98.40
04/27/22 1.71 ---98.29
09/12/22 2.71 ---97.29
11/10/22 2.61 ---97.39
07/21/21 2.11 ---97.79
04/27/22 2.57 ---97.33
09/12/22 2.11 ---97.79
11/10/22 2.60 ---97.30
07/21/21 1.78 ---98.41
04/27/22 1.94 ---98.25
09/12/22 2.43 ---97.76
11/10/22 2.28 ---97.91
04/27/22 1.84 ---98.03
09/12/22 2.26 ---97.61
11/10/22 2.95 ---96.92
04/27/22 2.34 ---97.95
09/12/22 2.81 ---97.48
11/10/22 1.76 ---98.53
04/27/22 4.93 ---96.43
09/12/22 4.42 ---96.94
11/10/22 5.79 ---95.57
04/27/22 4.26 ---97.47
09/12/22 3.84 ---97.89
11/10/22 4.47 ---97.26
04/27/22 4.09 ---96.45
09/12/22 2.99 ---97.55
11/10/22 2.77 ---97.77
04/27/22 2.46 ---97.46
09/12/22 3.25 ---96.67
11/10/22 3.18 ---96.74
04/27/22 1.37 ---97.55
09/12/22 14.93 ---83.99
11/10/22 2.09 ---96.83
Notes:
• Top of casing elevations were measured during 4/27/22 sampling and corrected for wells MW-1 through MW-5 and GMW -1 through GMW-3.
• Elevation relative to an arbitrary datum of 100.00.
• ft BGS : feet below ground surface.
• NM : Not measured.
TABLE 4
WELL CONSTRUCTION AND GAUGING INFORMATION
DUCK THRU #29 (INCIDENT NO. 47509)
Facility ID # : 00-0-0000035738
07/21/21 100.00
98.26
Corrected TOC
Corrected TOC
Corrected TOC
Corrected TOC
Corrected TOC
Corrected TOC
Corrected TOC
Corrected TOC
98.924540 - 454002/01/22TW-1
GMW-1
07/21/21GMW-2
07/21/21GMW-3
02/02/22GMW-4
02/02/22
04/27/22GMW-6
04/27/22
04/27/22GMW-8
GMW-7
GMW-5
04/27/22GMW-9 99.9283 - 83
3 3 - 8 8 100.54
101.73116 - 116
101.3683 - 83
100.2983 - 83
99.8783 - 83
100.1983 - 83
83 - 83
99.90833 - 8
83 - 83
99.1783 - 83
98.52103 - 103
98.45103 - 103
07/15/20MW-5
07/15/20MW-4
02/12/20MW-3
02/12/20MW-2
02/12/20MW-1 98.95103 - 103
Facility ID # : 00-0-0000035738
EPA
Method
504.1
SW846
6010D
Well ID
Date
Collected
(mm/dd/yy)
1 600 600 500 20 6 40 10 70 70 70 400 400 0.02 15 400 700 200
5,000 260,000 80,000 50,000 20,000 6,000 40,000 10,000 5,900 30,500 26,100 28,500 24,100 50 15,000 NE NE NE
510 110 NE NE NE NE NE NE NE NE NE NE NE NE NE NE NE NE
04/27/22 159 29.3 18.6 79.1 J <0.63 17.3 667 2,610 1.6 J 12.1 27.7 20.7 7.0 <0.0095 68.3 267 <35 157
09/12/22 30.1 1.9 J 1.2 J <1.26 <0.63 5.3 <10 526 <0.63 4.1 9.0 1.3 J 0.79 J NR NR NR NR NR
11/10/22 11.5 1.1 J <0.63 1.5 J 1.8 J 1.1 J 318 1,330 E <0.63 6.6 3.6 J <0.63 <0.63 NR NR NR NR NR
04/27/22 1,890 415 227 717 6.6 J 26.3 576 1,180 <6.3 59.0 103 89.6 43.2 <0.0096 117 499 E <35 628
09/12/22 5.2 2.9 0.48 J 3.83 1.4 0.29 J <2.0 259 1.1 13.6 6.1 0.23 J 0.19 J NR NR NR NR NR
11/10/22 455 17.5 21.5 57.8 6.5 6.1 506 1,820 5.8 38.6 42.5 3.7 3.2 NR NR NR NR NR
04/27/22 <0.13 <0.13 <0.13 <0.25 0.68 <0.13 13.0 55.2 <0.13 <0.13 <0.13 <0.13 <0.13 <0.0097 58.0 <35 <35 <35
09/12/22 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <2.0 <2.0 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
11/10/22 <0.13 <0.13 <0.13 <0.25 0.58 <0.13 11.5 57.2 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
04/27/22 1,220 247 1,500 2,590 <6.3 478 <100 727 74.4 183 596 2,470 764 <0.0097 2,660 3,290 J <35 5,670
09/12/22 1,770 127 1,000 1,067.1 <6.3 417 <100 660 52.4 133 489 1,700 386 NR NR NR NR NR
11/10/22 842 64.9 609 470 <6.3 251 262 J 893 29.3 107 328 883 199 NR NR NR NR NR
04/27/22 2.8 3.0 12.0 11.3 <0.13 65.8 <2.0 <2.0 3.2 46.1 45.6 98.1 24.8 <0.0098 111 449 470 651
09/12/22 1.0 1.0 3.0 2.5 <0.13 30.4 <2.0 <2.0 3.4 18.9 19.0 37.1 7.8 NR NR NR NR NR
11/10/22 2.4 1.5 4.6 4.1 <0.13 27.2 <2.0 <10 3.5 22.7 22.2 51.4 7.8 NR NR NR NR NR
07/21/21 2.4 0.88 8.8 8.3 <0.13 28.9 <2.0 <2.0 7.3 9.3 37.3 7.2 1.8 <0.0038 95.1 381 <35 870
04/27/22 0.91 <0.13 0.67 <0.26 0.22 J 0.35 J 3.4 J 7.5 J 0.22 J 0.66 1.4 <0.13 <0.13 <0.0097 82.6 <35 <35 <35
09/12/22 4.0 6.3 23.4 82.5 <0.13 16.8 <2.0 <2.0 0.77 2.0 6.9 55.8 15.5 NR NR NR NR NR
11/10/22 23.4 285 41.3 101 <0.13 29.4 <2.0 <50 1.9 5.1 16.1 114 27.4 NR NR NR NR NR
07/21/21 294 201 442 1,750 <2.5 694 250 593 22.2 65.5 207 1,200 271 <0.0038 472 3,360 E <35 9,780
04/27/22 903 274 806 2,389 <3.1 623 143 J <50 10.1 J 82.1 220 1,130 292 <0.0095 201 592 J <35 3,150
09/12/22 676 3,190 1,160 6,250 <13 236 <200 <200 14.9 J 52.8 209 1,830 417 NR NR NR NR NR
11/10/22 483 840 765 3,700 <13 444 <200 195 J 15.0 J 70.6 180 1,330 346 NR NR NR NR NR
07/21/21 556 1,370 1,720 8,560 E <6.3 770 <100 <100 28.7 115 367 3,100 E 800 <0.0038 507 3,910 J <180 20,800
04/27/22 220 9.7 J 338 655 <2.5 108 <40 <40 <2.5 13.7 37.7 473 101 <0.0095 19.8 265 <35 671
09/12/22 9.7 3.0 0.78 7.0 <0.13 2.2 <2.0 <2.0 <0.13 2.9 1.6 1.5 <0.13 NR NR NR NR NR
11/10/22 4.3 0.35 J 7.7 1.3 J 0.43 J 8.2 <2.0 3.5 J 1.6 4.9 12.9 0.21 J <0.13 NR NR NR NR NR
GMW-2
GMW-1
MW-5
MW-4
MW-3
MW-2
MW-1
GMW-3
TABLE 5
Total XylenesMTBEn-PropylbenzeneDate: 12/12/2022
Analytical Method
DUCK THRU FOOD MART #29 (INCIDENT NO. 47509)
SUMMARY OF GROUND WATER SAMPLE ANALYTICAL RESULTS
MADEP VPH REV 2.1
C9-C10 AromaticsEPA Method 6200B n-Butylbenzene1,3,5-Trimethylbenzenetert-Butyl alcohol(TBA)tert-Amyl alcohol(TAA)C9-C12 AliphaticsBenzeneTolueneEthylbenzeneNaphthalene10 x 2B Standard (µg/l)IsopropylbenzeneC5-C8 AliphaticsMAC (µg/l)
GCL (µg/l)EDBLeadContaminant of Concern
1,2,4-TrimethylbenzenePage 1 of 3
Facility ID # : 00-0-0000035738
EPA
Method
504.1
SW846
6010D
Well ID
Date
Collected
(mm/dd/yy)
1 600 600 500 20 6 40 10 70 70 70 400 400 0.02 15 400 700 200
5,000 260,000 80,000 50,000 20,000 6,000 40,000 10,000 5,900 30,500 26,100 28,500 24,100 50 15,000 NE NE NE
510 110 NE NE NE NE NE NE NE NE NE NE NE NE NE NE NE NE
TABLE 5
Total XylenesMTBEn-PropylbenzeneDate: 12/12/2022
Analytical Method
DUCK THRU FOOD MART #29 (INCIDENT NO. 47509)
SUMMARY OF GROUND WATER SAMPLE ANALYTICAL RESULTS
MADEP VPH REV 2.1
C9-C10 AromaticsEPA Method 6200B n-Butylbenzene1,3,5-Trimethylbenzenetert-Butyl alcohol(TBA)tert-Amyl alcohol(TAA)C9-C12 AliphaticsBenzeneTolueneEthylbenzeneNaphthalene10 x 2B Standard (µg/l)IsopropylbenzeneC5-C8 AliphaticsMAC (µg/l)
GCL (µg/l)EDBLeadContaminant of Concern
1,2,4-Trimethylbenzene04/27/22 <0.13 <0.13 <0.13 <0.26 0.20 J <0.13 <2.0 <2.0 <0.13 <0.13 <0.13 <0.13 <0.13 <0.0097 <5.0 <35 <35 <35
09/12/22 <0.13 <0.13 0.21 J 0.62 J <0.13 0.20 J <2.0 <2.0 <0.13 <0.13 <0.13 0.38 J 0.13 J NR NR NR NR NR
11/10/22 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <2.0 <2.0 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
04/27/22 <0.13 <0.13 <0.13 <0.26 <0.13 <0.13 <2.0 <2.0 <0.13 <0.13 <0.13 <0.13 <0.13 <0.0097 312 <35 <35 <35
09/12/22 <0.13 <0.13 0.15 J <0.25 <0.13 <0.13 <2.0 <2.0 <0.13 <0.13 <0.13 0.27 J <0.13 NR NR NR NR NR
11/10/22 0.15 J 108 <0.13 <0.25 <0.13 <0.13 <2.0 50.6 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
04/27/22 <0.13 <0.13 <0.13 <0.26 2.0 <0.13 <2.0 <2.0 <0.13 <0.13 <0.13 <0.13 <0.13 <0.0097 703 <35 <35 <35
09/12/22 <0.13 <0.13 <0.13 <0.25 1.3 <0.13 <2.0 <2.0 <0.13 <0.13 <0.13 0.18 J <0.13 NR NR NR NR NR
11/10/22 <0.13 <0.13 <0.13 <0.25 1.8 <0.13 <2.0 <2.0 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
04/27/22 <0.13 <0.13 <0.13 <0.26 <0.13 <0.13 <2.0 <2.0 <0.13 <0.13 <0.13 <0.13 <0.13 <0.0095 668 <35 <35 <35
09/12/22 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <2.0 <2.0 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
11/10/22 <0.13 <0.13 <0.13 <0.25 0.16 J <0.13 6.6 J 24.4 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
04/27/22 0.18 J 0.30 J <0.13 <1.3 13.0 <0.13 1,000 2,040 <0.13 <0.13 <0.13 0.15 J <0.13 <0.0098 359 82.8 J <35 <35
09/12/22 <0.13 <0.13 0.16 J 0.49 J 10.9 <0.13 448 499 <0.13 <0.13 <0.13 0.30 J <0.13 NR NR NR NR NR
11/10/22 <0.13 0.15 J <0.13 <0.25 9.3 <0.13 476 604 E <0.13 <0.13 <0.13 0.17 J <0.13 NR NR NR NR NR
04/27/22 19.4 J <13 733 823 <13 446 <200 3,150 30.3 J 124 476 2,210 543 <0.0097 150 785 <35 4,860 J
09/12/22 17.8 3.8 J 153 136 8.7 164 2,460 17,800 17.6 36.5 131 802 108 NR NR NR NR NR
11/10/22 16.3 1.7 J 166 58.3 6.3 210 980 3,380 31.8 62.8 207 307 65.1 NR NR NR NR NR
04/27/22 2.4 10 8.7 24.5 <0.13 1.6 <2.0 3.3 J 0.41 J 0.88 3.0 4.9 4.5 <0.0096 11.4 55.4 J <35 45.1 J
09/12/22 <0.13 <0.13 0.32 J <0.25 <0.13 <0.13 <2.0 <2.0 <0.13 <0.13 0.13 J 0.17 J 0.14 J NR NR NR NR NR
11/10/22 1.2 1.3 5.4 2.7 <0.13 1.1 <2.0 <2.0 0.44 J 0.70 2.2 7.3 3.7 NR NR NR NR NR
04/27/22 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 NR NR <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
09/12/22 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 NR NR <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
11/10/22 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 NR NR <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
WSW-1 09/12/22 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 NR NR <0.13 <0.13 <0.13 0.14 J <0.13 NR NR NR NR NR
09/12/22 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 NR NR <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
11/10/22 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 NR NR <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
TW-1
GMW-9
GMW-8
TRIP BLANK
GMW-7
GMW-6
GMW-5
GMW-4
WSW-2
Page 2 of 3
Facility ID # : 00-0-0000035738
EPA
Method
504.1
SW846
6010D
Well ID
Date
Collected
(mm/dd/yy)
1 600 600 500 20 6 40 10 70 70 70 400 400 0.02 15 400 700 200
5,000 260,000 80,000 50,000 20,000 6,000 40,000 10,000 5,900 30,500 26,100 28,500 24,100 50 15,000 NE NE NE
510 110 NE NE NE NE NE NE NE NE NE NE NE NE NE NE NE NE
TABLE 5
Total XylenesMTBEn-PropylbenzeneDate: 12/12/2022
Analytical Method
DUCK THRU FOOD MART #29 (INCIDENT NO. 47509)
SUMMARY OF GROUND WATER SAMPLE ANALYTICAL RESULTS
MADEP VPH REV 2.1
C9-C10 AromaticsEPA Method 6200B n-Butylbenzene1,3,5-Trimethylbenzenetert-Butyl alcohol(TBA)tert-Amyl alcohol(TAA)C9-C12 AliphaticsBenzeneTolueneEthylbenzeneNaphthalene10 x 2B Standard (µg/l)IsopropylbenzeneC5-C8 AliphaticsMAC (µg/l)
GCL (µg/l)EDBLeadContaminant of Concern
1,2,4-TrimethylbenzeneCREEK-1 09/12/22 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 NR NR <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
CREEK-2 09/12/22 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 NR NR <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
Notes:
• Results reported in micrograms per liter (µg/l).
• < : Less than the method detection limit specified in the laboratory report.
• 2L Standard specified in T15A NCAC 2L.0202.
• 2B Standard includes EPA Water Quality Criteria and North Carolina In-Stream Target Values.
• GCL: Gross contamination level.
• FP: Free product.
• NS: Not sampled.
• NR: Analysis not requested.
• NE: Not established.
• E: Value exceeds calibration range.
• Concentrations in bold face type exceeded the 2L standards.
• Concentrations in underlined type exceeded the 10 x 2B standards.
• Concentrations of methyl chloride (3.1 μg/l in GMW-9 and methylene chloride (79.7 B μg/l in MW-1, 682 B μg/l in GMW-2 and 129 B μg/l in GMW-9) and vinyl chloride (0.18 J μg/l in TW-1)exceeded during the September 2022 sampling
event.
• Refer to laboratory report for detected constituents that did not exceed the MACs, or for which no standard has been established.
Page 3 of 3
Well No.Sampled Date
(mm/dd/yy)
DO
(mg/L)Temp (oC)pH ORP
(mv)
Methane
(μg/L)
Nitrate
(μg/L)
Sulfate
(μg/L)
Ferrous Iron
(μg/L)
MACs (ug/l)NA NA NA NA NA NE 300 10,000 250,000
09/12/22 1.27 28.19 6.37 -75.9 3,720 <100 <2,000 3,100
11/10/22 2.24 21.07 6.57 -31.1 5,110 <500 <10,000 12,800
09/12/22 1.09 24.53 6.34 12.4 3,990 <100 <2,000 4,900
11/10/22 1.93 20.21 6.51 -49.5 5,700 <1,000 <20,000 8,900
09/12/22 0.85 25.52 6.27 -32.0 231 <100 5,400 <1,000
11/10/22 1.44 18.67 6.29 -17.4 7,420 <100 <2,000 1,100
09/12/22 0.45 LV LV -77.9 4,620 <100 <2,000 14,200
11/10/22 1.16 20.26 6.53 -40.3 7,900 <500 <10,000 2,400
09/12/22 1.11 LV LV 45.5 2,800 500 4,100 2,000
11/10/22 1.57 20.05 6.16 49.7 6,400 <100 <2,000 2,000
09/12/22 0.65 28.78 6.45 -43.1 163 <100 3,300 1,300
11/10/22 1.29 20.56 6.74 29.2 3,510 <1,000 <20,000 6,800
09/12/22 0.68 27.93 6.13 -32.8 2,910 <100 <2,000 2,700
11/10/22 0.81 20.96 6.59 -42.1 7,750 <500 <10,000 12,800
09/12/22 1.06 28.33 6.77 -80.3 866 <100 18,000 590
11/10/22 0.92 22.15 6.88 -51.1 879 <500 57,900 <500
09/12/22 1.79 30.18 6.35 2.2 3,090 <100 4,100 7,500
11/10/22 1.82 23.07 6.62 -61.5 5,060 <500 <10,000 3,700
09/12/22 1.12 25.99 6.52 -27.0 7,050 <100 <2,000 24,200
11/10/22 0.96 18.37 6.71 -71.2 6,520 <500 <10,000 8,500
09/12/22 1.30 24.24 6.06 -15.6 4,270 <100 <2,000 1,900
11/10/22 1.71 18.57 6.54 18.3 2,660 <100 <2,000 <500
09/12/22 1.28 26.25 6.72 14.8 13.2 <100 5,300 410
11/10/22 0.74 20.42 6.64 -57.1 6,650 <500 12,100 <500
09/12/22 1.01 28.14 6.68 -73.2 5,220 <100 5,400 2,100
11/10/22 1.21 21.57 6.97 -33.9 4,290 <1,000 <20,000 <500GMW-8
TABLE 6
SUMMARY OF GROUND WATER SAMPLE ANALYTICAL RESULTS - NATURAL ATTENUATION PARAMETERS
DUCK THRU #29 (INCIDENT NO. 47509)
Date: 12/6/22 Facility ID # : 00-0-0000035738
MW-1
MW-2
MW-3
MW-4
MW-5
GMW-1
GMW-2
GMW-3
GMW-4
GMW-5
GMW-6
GMW-7
Well No.Sampled Date
(mm/dd/yy)
DO
(mg/L)Temp (oC)pH ORP
(mv)
Methane
(μg/L)
Nitrate
(μg/L)
Sulfate
(μg/L)
Ferrous Iron
(μg/L)
MACs (ug/l)NA NA NA NA NA NE 300 10,000 250,000
TABLE 6
SUMMARY OF GROUND WATER SAMPLE ANALYTICAL RESULTS - NATURAL ATTENUATION PARAMETERS
DUCK THRU #29 (INCIDENT NO. 47509)
Date: 12/6/22 Facility ID # : 00-0-0000035738
09/12/22 0.47 30.31 6.39 -67.5 4,200 <100 <2,000 5,200
11/10/22 1.22 22.73 6.52 -71.0 6,950 <1,000 <20,000 8,700
09/12/22 1.21 20.67 7.51 -218.4 4.3 <100 20,100 520
11/10/22 2.66 18.87 7.79 147.1 91.6 <500 24,700 <100
Notes:
• FP: Free Product.
• LV: Limited volume.
• Analyses for nitrate and sulfate by Method SW846/9056; analyses for methane by Method RSK 175; analyses for ferrous iron by EPA Method SM
3500 Fe-D. Field measurements of dissolved oxygen, temperature, pH and ORP were collected during sampling using a field meter.
• <: Less than the method detection limit specified in the laboratory report.
• J: Estimated concentration.
• NR: Not requested.
GMW-9
TW-1
APPENDICES
APPENDIX A
State Correspondence
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5614 Received NOV 03 2022
APPENDIX B
Land Use Information
Date: 06/9/2022 Facility ID # : 00-0-0000035738
Map ID
No.Land Use Feature Zoning Description Address
Distance from Source Area
(feet)
1 Chesapeake Regional
Primary Care GB Medical
534 Caratoke Hwy
Moyock, NC 27958 ~540 SE
2 Moyock Baptist Church GB Church
123 Oak St.
Moyock, NC 27958 ~600 SE
3 Moyock Activity Center &
Pre-School SFM School
142 Camellia Dr.
Myock, NC 27958 ~900 SW
4 Moyock Elementary
School SFM School
255 Shingle Landing Rd.
Moyock, NC 27958 ~1190 E
n/a GB General Business n/a n/a
n/a SFM
Single-Family
Residential Mainland n/a n/a
n/a AG Agricultural n/a n/a
Note:
• Properties are keyed to Figure 3B.
APPENDIX B
LAND USE INFORMATION
DUCK THRU FOOD MART #29 (INCIDENT NO. 47509)
APPENDIX C
Receptor Information
EastingNorthing116 Foutz Drive140 Maple Shade AvenueMoyock, NC 27958Norfolk, VA 23505114 Foutz Drive114 Foutz DriveMoyock, NC 27958Moyock, NC 27958112 Foutz Drive112 Foutz DriveMoyock, NC 27958Moyock, NC 27958125 Camellia Drive125 Camellia DriveMoyock, NC 27958Moyock, NC 27958103 Foutz Drive103 Foutz DriveMoyock, NC 27958Moyock, NC 27958115 Camellia Drive115 Camellia DriveMoyock, NC 27958Moyock, NC 27958145 South Mill Road812 South Mills RoadMoyock, NC 27958Moyock, NC 27958105 Mitchell Court105 Mitchell CourtMoyock, NC 27958Moyock, NC 27958123 South Mill Road123 South Mill RoadMoyock, NC 27958Moyock, NC 27958131 South Mill Road131 South Mill RoadMoyock,NC 27958Moyock, NC 27958192 Shingle Landing Road192 Shingle Landing RoadMoyock, NC 27958Moyock, NC 27958164 Shingle Landing RoadPO Box 10Moyock, NC 27958Moyock, NC 27958451 Caratoke Highway205 Puddin Ridge RoadMoyock, NC 27958Moyock, NC 27958Notes: 1)2)3)4)WSW‐13 8022‐83‐0144Currituck Charles &