WA-27676_38805_CA_RPTS_20200513_LSA

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

May 14, 2020

Mr. Jared Edwards
North Carolina Department of
Environmental Quality
Washington Regional Office
943 Washington Square Mall
Washington, North Carolina 27889

Re: Phase I Limited Site Assessment Report
Village Marina, LLC
57980 NC Highway 12
Hatteras, Dare County
North Carolina
Incident Number: 0-036672
Incident Number: 38805
GRI Project No. 5246

Dear Mr. Edwards,

Please find enclosed the referenced report, for the above mentioned 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: Ms. Carol Turner; Village Marina, LLC, 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
Phase I Limited Site Assessment Report
Village Marina, LLC
57980 NC Highway 12
Hatteras, Dare County
North Carolina
Facility ID Number: 0-036672
Incident Number: 38805
GRI Project Number: 5246

Prepared for:

Ms. Carol Turner
Village Marina, LLC
Post Office Box 537
Hatteras, NC 27943

May 13, 2020

William Regenthal, P.G.
Project Manager
Ethan Rogerson, G.I.T.
Report Writer

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Phase I Limited Site Assessment Report
Prepared on: May 13, 2020 Village Marina, LLC
Project Manager: William Regenthal, P.G. GRI Project No. 5246
i

EXECUTIVE SUMMARY
The Village Marina, LLC site is located at 57980 NC Highway 12 in Hatteras, Dare County, North Carolina.
The property operates as a marina, motel and gift shop. The site is covered by concrete, gravel and grass.
A UST system consisting of one 12,000-gallon gasoline UST was removed from the site on March 10, 2020.
One AST is currently active at the site. The surrounding properties are commercial and residential.

During UST closure activities, no contaminated soil was observed. Ground water was encountered in the
UST basin at approximately 3.25 feet below grade. UST closure soil samples were collected from the
overburden and sidewalls of the UST basin. The collected soil samples were submitted for on-site analyses
of gasoline-range and diesel-range total petroleum hydrocarbons using a mobile UVF laboratory. Based
on the field observations and UVF results, no over-excavation activities were conducted following the UST
removal. Overburden soil was returned to the UST basin as backfill following excavation activities.

Ground water was encountered during the March 2020 UST closure activities. A monitoring well was
installed within the former UST basin on March 16, 2020, and a ground water sample was collected. The
Maximum Allowable Concentrations (MACs) as specified in T15A NCAC 2L.0202 were below the
concentrations of benzene, naphthalene, tert-amyl alcohol, tert-butyl alcohol, lead and C9-C10 aromatics
reported in the ground water sample collected from MW-1 in March 2020. All of the reported
contaminant concentrations were less than the Gross Contamination Levels (GCLs). All of the reported
contaminant concentrations were less than ten times the 2B Surface Water Standards.

A receptor survey was conducted on May 7, 2020. No water supply wells were identified within a 1,500-
foot radius of the site. Public water is available to the subject site and to all surrounding properties. One
surface water body (Harbor to the Pamlico Sound) was identified within a 500-foot radius of the site.

Based on this information, the site risk classification should be ranked as low risk. A Notice of Residual
Petroleum for ground water should be filed on the deed of the subject property and the incident should
be closed.

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Phase I Limited Site Assessment Report
Prepared on: May 13, 2020 Village Marina, LLC
Project Manager: William Regenthal, P.G. GRI Project No. 5246

TABLE OF CONTENTS

1. RISK CHARACTERIZATION .....................................................................................................1
2. RECEPTOR INFORMATION .....................................................................................................3
3. SITE GEOLOGY AND HYDROGEOLOGY ...................................................................................4
4. SOIL SAMPLING: ...................................................................................................................5
5. GROUND WATER SAMPLING: ................................................................................................5
6. CONCLUSIONS AND RECOMMENDATIONS ............................................................................5
7. LIMITATIONS ........................................................................................................................6

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

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

APPENDIX
Appendix A: Dare County Property Cards

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Phase I Limited Site Assessment Report
Prepared on: May 13, 2020 Village Marina, LLC
Project Manager: William Regenthal, P.G. GRI Project No. 5246
1
1. RISK CHARACTERIZATION
Limited Site Assessment Risk Classification and Land Use Form
Part I – Groundwater/Surface Water/Vapor Impacts
High Risk
1. Has the release contaminated any water supply well including any well used for non-drinking
purposes? NO

2. Is a water supply well used for drinking water located within 1,000 feet of the source area of the
release? NO

3. Is a water supply well not used for drinking water (e.g., irrigation, washing cars, industrial cooling
water, filling swimming pools) located within 250 feet of the source area of the release?
NO

4. Does ground water within 500 feet of the source area of the release have the potential for future
use (there is no other source of water supply other than the groundwater)? NO

Public water is available to the site and surrounding properties.

5. Do vapors from the release pose a threat of explosion because of accumulation of the vapors in a
confined space or pose any other serious threat to public health, public safety or the
environment?
NO

6. Are there any other factors that would cause the release to pose an imminent danger to public
health, public safety, or the environment? NO
If YES, explain:

Intermediate Risk
7. Is a surface water body located within 500 feet of the source area of the release? YES

If YES, does the maximum groundwater contaminant concentration exceed the surface water
quality standards and criteria found in 15A NCAC 2B .0200 by a factor of 10? NO

8. Is the source area of the release located within an approved or planned wellhead protection area
as defined in 42 USC 300h-7(e)? NO

9. Is the release located in the Coastal Plain physiographic region as designated on a map entitled
“Geology of North Carolina” published by the Department in 1985? YES

10. If YES, is the source area of the release located in an area in which there is recharge to an
unconfined or semi-confined deeper aquifer that is being used or may be used as a source of
drinking water? NO
If YES, describe.

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Phase I Limited Site Assessment Report
Prepared on: May 13, 2020 Village Marina, LLC
Project Manager: William Regenthal, P.G. GRI Project No. 5246
2
11. Do the levels of ground water contamination for any contaminant exceed the gross contamination
levels established by the Department? NO

Part II - Land Use
Property Containing Source Area of Release
The questions below pertain to the property containing the source area of the release.
1. Does the property contain one or more primary or secondary residences (permanent or
temporary)? YES
Explain:
The subject property is an active marina, motel and gift shop.

2. Does the property contain a school, daycare center, hospital, playground, park, recreation area,
church, nursing home, or other place of public assembly? NO
Explain:

The subject property is an active marina, motel and gift shop.

3. Does the property contain a commercial (e.g., retail, warehouse, office/business space, etc.) or
industrial (e.g., manufacturing, utilities, industrial research and development,
chemical/petroleum bulk storage, etc.) enterprise, an inactive commercial or industrial
enterprise, or is the land undeveloped? YES
Explain:

The subject property is an active marina, motel and gift shop.

4. Do children visit the property? YES
Explain:

The subject property is an active marina, motel and gift shop. Children would likely visit the
property.

5. Is access to the property reliably restricted consistent with its use (e.g., by fences, security
personnel or both)? NO
Explain:
The property is easily accessible to pedestrian and vehicular traffic.
6. Do pavement, buildings, or other structures cap the contaminated soil? YES
Explain:
The site is currently covered with concrete, gravel and grass.

If yes, what mechanisms are in place or can be put into place to ensure that the contaminated soil
will remain capped in the foreseeable future?
The site is expected to remain in operation as an active marina, motel and gift shop facility in the

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Phase I Limited Site Assessment Report
Prepared on: May 13, 2020 Village Marina, LLC
Project Manager: William Regenthal, P.G. GRI Project No. 5246
3
near future.
7. What is the zoning status of the property?
According to the Hatteras, NC Official Zoning Map, the site is zoned C-2H (General Commercial).
8. Is the use of the property likely to change in the next 20 years? NO
Explain:

The subject property is currently an active marina, motel and gift shop and likely remain a
convenience store in the near future.
Property Surrounding Source Area of Release
The questions below pertain to the area within 1,500 feet of the source area of the release (excludes
property containing source area of the release):

9. What is the distance from the source area of the release to the nearest primary or secondary
residence (permanent or temporary)?

The closest primary residence is 57203 Waltham Lane located approximately 165 feet southeast
of the UST basin.

10. What is the distance from the source area of the release to the nearest school, daycare center,
hospital, playground, park, recreation area, church, nursing home or other place of public
assembly?

Hatteras Fire Department and the Hatters Post Office is located approximately 1,400 feet east of
the site.

11. What is the zoning status of properties in the surrounding area?

According to the Hatteras, NC Official Zoning Map, the surrounding areas are zoned C-2H (General
Commercial) and R-2AH Alt. Medium Density Residential.

12. Briefly characterize the use and activities of the land in the surrounding area.

The area surrounding the site is a mixture of commercial and residential properties.

2. RECEPTOR INFORMATION
1. Water Supply Wells:
A receptor survey was conducted on May 7, 2020. No water supply wells were identified within
a 1,500-foot radius of the site. A Site Location Map is provided as Figure 1 and a Site Vicinity Map
showing property boundaries for the site and surrounding properties has been included as Figure
2.

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Phase I Limited Site Assessment Report
Prepared on: May 13, 2020 Village Marina, LLC
Project Manager: William Regenthal, P.G. GRI Project No. 5246
4
2. Public Water Supplies:
Are public water supplies available within 1,500 feet of the source area of the release? YES
If yes, where is the location of the nearest public water lines and the source(s) of the public water
supply. Explain:
Municipal water is available to the site and the surrounding properties. The main water line runs
along the NC Highway 12. Public water is supplied by Dare County Water Department.

3. Surface Water:
Identify all surface water bodies (e.g., ditch, pond, stream, lake, river) within 1,500 feet of the
source area of the release. This information must be shown on the USGS topographic map.
The Hatteras Marina to the Pamlico Sound is identified at its closest point, approximately 100 feet
to the northeast of the source area.

4. Wellhead Protection Areas:
Identify all planned or approved wellhead protection areas in the vicinity of the source area. This
information must be shown on the USGS topographic map. Wellhead protection areas are defined
in 42 USC 300h-7(e).
On May 7, 2020, GRI personnel accessed the NCDEQ Source Water Assessment and Protection
(SWAP) Program’s website to identify wellhead protection areas in the vicinity of the subject site.
The site is not located within a wellhead protection area.

5. Deep Aquifers in the Coastal Plain Physiographic Region:
The site is located in the Coastal Plain Physiographic Region. The surficial aquifer in the vicinity of
the site is approximately 275 feet thick and is underlain by the Yorktown confining unit and
Yorktown aquifer, respectively. The Yorktown confining unit in the vicinity of the site is
approximately 20-25 feet thick.
6. Subsurface Structures:
No structures with basements were observed in the vicinity of the source area. The water main
and other underground utilities ran along US Highway 12 and several underground utility lines
were observed on the property.

7. Property Owners and Occupants:
The names and addresses of the owners of properties adjacent to the site are presented in Table
3. Property boundaries are shown on Figure 2. Property cards for the adjacent property owners
are attached as Appendix A.
3. SITE GEOLOGY AND HYDROGEOLOGY
According to the 1985 Geologic Map of North Carolina, the site is located in the Surficial Deposits,
Undivided formation. Deposits in this formation consist of sand, clay, gravel, and peat deposited in
marine, fluvial, eolian, and lacustrine environments. Quaternary deposits not shown at altitudes greater
than approximately 25 feet above mean sea level (Suffolk Scarp, in part). The surficial aquifer at the site

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Phase I Limited Site Assessment Report
Prepared on: May 13, 2020 Village Marina, LLC
Project Manager: William Regenthal, P.G. GRI Project No. 5246
5
overlies the Yorktown confining unit and Yorktown aquifer, respectively. The depth to ground water
during the March 2020 gauging event was 2.87 feet below the top of well casing. A Site Map showing the
location of MW-1 is included as Figure 3. Well construction and gauging information is presented in Table
5.
4. SOIL SAMPLING:
Soil samples were collected during the UST closure activities and analyzed on-site for gasoline-range and
diesel-range Total Petroleum Hydrocarbons (TPH-GRO and TPH-DRO) using a mobile UVF laboratory
(REDLab). Concentrations of TPH-GRO and/or TPH-DRO that exceeded the Regulatory Action Levels (RALs)
were reported in soil samples collected from overburden soil atop the USTs during the UST closure
activities. No soil samples were collected during the LSA activities. A summary of soil sample analytical
results is presented in Table 5. A Soil Quality Map is included as Figure 4. The complete mobile laboratory
report for soil samples collected during the March 2020 UST closure activities was included in the Initial
Abatement Action Report (IAAR).

5. GROUND WATER SAMPLING:
A ground water sample was collected from MW-1 on March 16, 2020, during initial abatement activities.
Concentrations of benzene, naphthalene, tert-amyl alcohol, tert-butyl alcohol, lead and C9-C10 aromatics
reported in the ground water sample collected from MW-1 in March 2020 exceeded the Maximum
Allowable Concentrations (MACs) as specified in T15A NCAC 2L.0202. All of the reported contaminant
concentrations were less than the Gross Contamination Levels (GCLs). All of the contaminant constituents
reported in the ground water sample collected from MW-1 were below ten times the 2B Surface Water
Standards. No ground water samples were collected during the LSA activities. A summary of ground
water sample analytical results is presented in Table 6. A Ground Water Quality Map is included as Figure
5. The complete laboratory report for ground water samples collected during the March 2020 UST closure
activities was included in the Initial Abatement Action Report (IAAR).

6. CONCLUSIONS AND RECOMMENDATIONS
 The site is an active marina, motel and gift shop. Land use in the area consists of commercial and
residential properties.
 A receptor survey was conducted on May 7, 2020. No water supply wells were identified within
a 1,500-foot radius of the site. Public water is available to the subject site and to all surrounding
properties.
 One surface water body was identified within a 500-foot radius of the site (Harbor to the Pamlico
Sound). The site is not located within a designated wellhead protection area.
 All contaminant concentrations reported in the soil samples collected during March 2020 initial
abatement activities were less than the RALs.

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Phase I Limited Site Assessment Report
Prepared on: May 13, 2020 Village Marina, LLC
Project Manager: William Regenthal, P.G. GRI Project No. 5246
6
 During IAAR activities the MACs were below the concentrations of benzene, naphthalene, tert-
amyl alcohol, tert-butyl alcohol, lead and C9-C10 aromatics reported in the ground water sample
collected from MW-1 in March 2020. All of the reported contaminant concentrations were less
than the GCLs. All of the contaminant constituents reported in the ground water sample collected
from MW-1 were below ten times the 2B Surface Water Standards.
 No soil or ground water samples were collected during the May 2020 Phase I Limited Site
Assessment activities.
 Based on this information, the site risk classification should be ranked as low risk. A Notice of
Residual Petroleum for ground water should be filed on the deed of the subject property and the
incident should be closed.
7. LIMITATIONS
This report has been prepared for the exclusive use of Village Marina, LLC for specific application to the
referenced site in Dare County, North Carolina. The assessment was conducted based on the scope of
work and level of effort specified by NCDEQ and with resources adequate only for that scope of work. Our
findings have been developed in accordance with generally accepted standards of geology and
hydrogeology 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
SITE LOCATION
Figure 1
Site Location
Village Marina LLC
57980 Highway 12 Hatteras, Dare
County, NC
Incident No. 38805
GRI Project No. 5246
500 M
2000 FT
Date: 04/02/2020 Location: 35.218627° N 75.695448° W
D
a
d
SITE
958519605561
958519608953
958519608594
958519615181
958519701715
95
8
51
96
07
70
8
958519701984
958519619074
958519609782
958519618047
958519700869
Pamlico Sound
N C 1 2 H W Y
K O H L E R D R
EAGLE PASS RDMCL
E
S
KE
Y
L
N
FU LCHER LNO
DENS LN
SAXON CUT DR
ISLINGTON CT
WILLIS LNW
ALTHAM LN
HATTERAS HARBOR CT
I S L A N D C L U B L N
FLAMBEAU RDPEERLESS
L
NMIDGETT W
AY
BLUE MARLIN LN
SS AMERICA LN
WATER OAK LN
O
L
E
N
S L
N
THE THAM
ES DR
THREE ANNS LN
SLASH BRIDGE
NC 12 H
WYFIGURE 2: SITE VICINITY MAPVILLAGE MARINA LLC57980 HIGHWAY 12HATTERAS, DARE COUNTYNORTH CAROLINAINCIDENT NO. 38805GRI NO. 5246
PREPARED BY:GEOLOGICAL RESOURCES, INC.APRIL 16, 2020
1,500-FOOT RADIUS
250-FOOT RADIUS
1,000-FOOT RADIUS
500-FOOT RADIUS
³
0 300150Feet
1 inch = 300 feet
LEGEND
roads
ncrivers
Adjacent Properties
Dare County NC Parcels
Surface Water Body

TABLES
UST ID Number 1 Facility ID Number
Owner or Operator?
Owner/Operator
[phone]
Name of Owner or Operator Dates of Ownership / Operation
TABLE 1
UST OWNER/OPERATOR INFORMATION
VILLAGE MARINA (INCIDENT NO. 38805)
00-0-000036891
Village Marina LLC 04/07/2004 - current
Address Telephone Number
Post Office Box 503, Hatteras, NC 27943
Page 1 of 1
Date: 03/30/2020
Was Release
Associated
with UST
System?
(Yes / No)
1 Gasoline 12,000 04/07/2004 Single Wall Steel 8' x 31' 11"Double Wall Flex Removed
(03/10/2020)Yes
Tank
Dimensions
Description of
Associated
Product Piping
and
Pumps
Status
of
UST
TABLE 2
UST SYSTEM INFORMATION
VILLAGE MARINA (INCIDENT NO. 38805)
Facility ID #: 00-0-0000036672
UST
ID
No.
Current
or Most
Recent
Contents
Capacity
(gallons)
Date
Installed
Construction
Details
Page 1 of 1
Date: 5/11/20 Facility ID #: 0-0000036672
PIN Number Property Owner Name Property Owner Address
958519608953 (site)Village Marina LLC P.O. Box 503
Hatteras, NC 27943
958519615181 Village Marina LLC P.O. Box 503
Hatteras, NC 27943
958519618047 Ernal W. Foster, Jr. & Lynne Foster P.O. Box 187
Hatteras, NC 27943
958519619074 Mildred Burrus P.O. Box 27
Hatteras, NC 27943
958519700869 Jack and Pearl Branch 1904 Tolbert Ter Apt 103
Chester VA 23836
958519701715 Aletha Willis P.O. Box 609
Hatteras, NC 27943
958519609782 Marvin and Vicky Aldridge 313 Golden Maple Dr.
Chesapeale, VA 23322
958519608594 Jeffery Propst 111 Oxford School Rd.
Taylorsville NC, 28681
958519607708 Charlie Robinson
C/O Hatteras Harbor Marina P.O.
Box N 537
Hatteras, NC 27943
958519605561 Donald and Orin Oden
C/O Hatteras Harbor Marina P.O.
Box N 537
Hatteras, NC 27943
Note:
• Properties are keyed to Figure 2.
TABLE 3
ADJACENT PROPERTY OWNER INFORMATION
VILLAGE MARINIA (INCIDENT NO. 38805)
Page 1 of 1
Date: 03/30/2020
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
MW-1 03/16/20 03/16/20 2 2-12 12 NM 2.87 ---NM
Notes:
TABLE 4
WELL CONSTRUCTION AND GAUGING INFORMATION
VILLAGE MARINA (INCIDENT NO. 38805)
Facility ID # : 00-0-0000036672
• ft BGS : feet below ground surface.
• NM : Not measured.
Page 1 of 1
Date: 03/30/2020 Facility ID #: 00-0-0000036672
Sample ID
Date
Collected
(mm/dd/yy)
Sample
Location
Sample
Depth
(ft-BGS)
50 100
UST-1-3'03/10/20 3 <0.53 1.5
UST-2-3'03/10/20 3 <0.75 2.2
UST-3-3'03/10/20 3 <0.72 10
UST-4-3'03/10/20 3 <0.68 2.7
UST-5-3'03/10/20 3 <0.48 1.9
UST-6-3'03/10/20 3 <0.54 0.54
UST-7-3'03/10/20 3 <0.52 2
UST-8-3'03/10/20 3 <0.46 3
ST-1 03/10/20 ---1.4 7.5
ST-2 03/10/20 ---3.9 9.5
ST-3 03/10/20 ---<0.76 2.1
ST-4 03/10/20 ---<0.61 2
ST-5 03/10/20 ---2 3.6
ST-6 03/10/20 ---<0.58 3.7
ST-7 03/10/20 ---0.79 11.1
UVF
SUMMARY OF SOIL SAMPLE ANALYTICAL RESULTS - FIELD DATA
• NA: Not applicable.
Stockpile
TABLE 5
Diesel-Range TPHVILLAGE MARINA (INCIDENT NO. 38805)
Analytical Method 
• Concentrations in bold face type indicate the RALs were less than the
reported concentrations
Notes:
• Results reported in mg/kg; samples analyzed onsite by UVF.
• ft-BGS: feet below ground surface.
• RAL: Regulatory Action Level.
• < : Less than the UFV method detection limit .
RAL (mg/kg)
Contaminant of Concern Gasoline-Range TPHUST Basin
Page 1 of 1
EPA
Method
504.1
EPA
Method
6010/303
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 84,500 85,500 20,000 6,000 40,000 10,000 25,000 30,000 25,000 28,500 25,000 50 15,000 NE NE NE
MW-1 03/16/20 22.9 8.7 2.4 J 346 8.2 14.2 68.4 32.2 J <0.63 0.70 J 2.7 119 55.2 <0.0093 332 78.3 J <180 599
Notes:
• < : Less than the method detection limit specified in the laboratory report.
• Concentrations in bold face type indicate the MACs were below the reported concentrations.
• Concentrations in italics indicate the GCLs were below the reported concentrations.
• J: Estimated value.
• For other compounds reported which did not exceed the MACs, refer to the laboratory reports.tert-Amyl alcohol(TAA)tert-Butyl alcohol(TBA)MACs (μg/l)
GCL (μg/l)
• Results reported in µg/l (micrograms per liter)TolueneEthylbenzeneXylenesMTBE• MAC: Maximum Allowable Concenration as specified in T15A NCAC 2L.0202.
• GCL: Gross contamination level.
• NE: Standard not established.1,3,5-TrimethylbenzeneEDBLeadC5-C8 AliphaticsC9-C12 AliphaticsC9-C10 AromaticsNaphthaleneIsopropylbenzenen-PropylbenzeneDi-isopropyl ether1,2,4-TrimethylbenzeneContaminant of Concern
BenzeneTABLE 6
SUMMARY OF GROUND WATER SAMPLE ANALYTICAL RESULTS
VILLAGE MARINA (INCIDENT NO. 38805)
Date: 03/30/2020 Facility ID #: 00-0-0000036672
Analytical Method
EPA Method 6200B MADEP Method VPH
Page 1 of 1

APPENDICES

APPENDIX A
Dare County Property Cards