RA-2593_16154_CA_MRP_20231212_LSA

A CONSULTECH ENVIRONMENTAL, LLC.
P.O.Box 5306, Cary, NC 27512
[phone], [phone] Fax
December 10, 2023
North Carolina Department of Environmental Quality
Division of Waste Management, UST Section
1628 Mail Service Center
Raleigh, NC 27699-1628
Attention:Mr. Scott Ryals
Reference:Limited Site Assessment Report
Former Jerome Dickens Facility
209 Saint James Street, Tarboro, Edgecombe County, NC
Incident No: 16154
Dear Mr. Ryals:
Please find attached a Limited Site Assessment report for the above referenced facility. Please
contact the undersigned if you have any questions or comments regarding the report.
Respectively,
Consultech Environmental, LLC.
John D. Liebig
Project Manager
D !!CONSULTECH ENVIRONMENTAL, LLC.!
P.O.Box 5306, Cary, NC 27512
[phone], [phone] Fax
Prepared by:
Consultech Environmental, LLC.
2021 Energy Drive
Apex, NC 27502
December, 10 2023
LIMITED SITE ASSESSMENT REPORT
Jerome Dickens
209 Saint James Street
Tarboro, Edgecombe County, North Carolina
NCDEQ Incident No: 16154
i
2. Contact Information
UST Owner/Operator:
Address:
Unknown
Tel:Unknown
Property Owner:Cherry Rentals LLC
401 Barrington Dr.
Tarboro, NC 27886
Consultant/Contractor:Consultech Environmental, LLC.
Address:
Tel:
2021 Energy Drive
Apex, NC 27502
[phone]
Analytical Laboratory:Eurofins Test America. Cert # 314
Address:
Tel:
3355 McLemore Drive
Pensacola, FL 32514
[phone]
3. Information about Release
Date Discovered:10/18/1994
Estimated Quantity of Release:Unknown
Cause of Release:USTs
Source of Release (Dispenser/Piping/UST):Unknown
Size and Contents of UST System(s) from
which the release occurred:
Unknown
Criteria Used to Classify Risk No water supply wells or surface water near the source area
4. Certification
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1. Site Identification
Jerome Dickens
209 Saint James Street
Tarboro,Edgecombe County, North Carolina
Date of Report:December, 10 2023
Facility I.D.:UST Incident No.:16154
Site Risk:Low Land Use
Classification:
Commercial
Site Name
(NCDEQ Incident Name):
Jerome Dickens
Site Street Address:209 Saint James Street
City/Town:Tarboro Zip Code:27886 County:Edgecombe
Description of Geographical Data Point:Approximate center of property
Location Method:Google Earth
Latitude (decimal degrees):N 35.896613 Longitude (decimal degrees):W -77.536030
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This Limited Site Assessment (LSA) report has been prepared by Consultech Environmental,
LLC. (Consultech) for the Jerome Dickens (site) located at 209 Saint James Street in Tarboro,
North Carolina. This LSA has been prepared to address the release of petroleum hydrocarbon
compounds from an underground storage tank (UST) system that was located on the site. The
site number of USTs and the size are unknown. Their removal date is unknown. The release was
assigned Incident number 16154 by the North Carolina Department of Environmental Quality
(NCDEQ), UST Section. The results of the LSA are summarized below:
Type of Contaminant
Petroleum Hydrocarbons
Source of Release
USTs
Amount of Release
Unknown
Initial Abatement/Emergency Response Information
Unknown
Hydrogeology
Groundwater was encountered at a depth of 15 feet below ground surface.
Soil and Groundwater Assessment
No VOCs, VPH,orEPHweredetectedinthe soilsamplescollectedfrom aboringdrilledintheformer
tank basin. Chromium, Lead, and one SVOC (Di-n-butyl phthalate) were detected in soil samples
collected from MW-1 at depths of 5 feet and 15 feet. Chromium was the only constituent detected
in the soil samples at concentrations above the North Carolina Department of Environmental Quality
(NCDEQ), Division of Waste Management (DWM) Soil to Water MSCCs.
Numerouspetroleum constituents were detected inthegroundwater samplecollectedfrom wellMW-
1 installed in the former tank basin. Benzene, Naphthalene, Vinyl Chloride, 1-Methylnaphthalene,
Lead, C5-C8 Aliphatics, C9-C10 Aromatics, and C11-C22 Aromatics were detected in the
groundwater in well MW-1 at concentrations above the NC 2L Groundwater Standards. No
constituent was detected in the groundwater in well MW-1 at concentrations above the Gross
Contaminant Levels.
Risk Classification
The site should be classified as low risk since no water supply wells were identified within 1,500
feet of the release and the nearest surface water feature is greater than 500 feet from the source
area.
Current Soil and Groundwater Remediation Standards
Soil: Soil to Groundwater MSCCs
Groundwater: North Carolina Administrative Code, Title 15A, Department of Environmental
Quality, Subchapter 2L, Classifications and Water Quality Standards Applicable to the
Groundwaters of North Carolina, Revised April 1, 2023 (NC 2L groundwater standards).
Recommendations
No Further Action with Notice of Residual Petroleum
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D.5#SITE AND VICINITY CHARACTERISTICS (LAND USE OF THE SITE AND SURROUNDING AREA,
TOPOGRAPHY,VEGETATION,SURFACE WATER,WELLS,BUILDINGS,SURFACE COVER,SOIL
TYPE,DEPTH TO AND NATURE OF BEDROCK,DEPTH TO GROUNDWATER,DIRECTION OF
GROUNDWATER FLOW).!/////////////////////////////////////////////////////////////////////////////////////////////////!5#
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Table 1 Receptor Information
Table 2 Adjacent Property Owners/Occupants
Table 3 Soil Analytical Results
Table 4 Groundwater Analytical Results
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Figure 1 Project Location Map
Figure 2 Site Map
Figure 3 Receptor Map
LIST OF APPENDICES
APPENDIX A Laboratory Analytical Reports
APPENDIX B Monitoring Well Completion Record
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The site is located at 209 Saint James Street in Tarboro, North Carolina. The property location is
shown on Figure 1.
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The UST owner is unknown.
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There was no information found describing the size or the contents of the UST.
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No information was found in the conductance of the LSA that indicated the presence of aboveground
storage tanks.
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No previous assessments were provided for this LSA.
D.5 Site and Vicinity Characteristics (land use of the site and surrounding area,
topography, vegetation, surface water, wells, buildings, surface cover, soil type,
depthtoandnatureofbedrock, depthtogroundwater, directionofgroundwaterflow).
The site is located at 209 Saint James Street. The site is currently a lot with no physical structures;
the lot is currently being used to store trailers for rental. The site is surrounded by commercial and
residential properties. Thetopography intheregion is relatively flat. Sitepropertyandall surrounding
properties utilize public water for drinking purposes. Surrounding property use can be seen on
Figure 3.
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No previous abatement actions are known to have occurred. No reports were obtained pertaining
to this site in the conductance of this LSA.
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Limited Site Assessment Risk Classification and Land Use Form
Part I m 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
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4. Does groundwater 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
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
If yes, describe.Not applicable.
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, describe.
Intermediate Risk
7. Is a surface water body located within 500 feet of the source area of the release?NO
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?
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
If yes, describe.Not applicable.
9. Is the release located in the Coastal Plain physiographic region as designated on a map
W‘f[f^WV n?Wa^aYk aX FadfZ ;Sda^[‘So published by the Department in 1985?YES
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
10. Do the levels of groundwater 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)?NO
Describe.Not applicable
2. Does the property contain a school, daycare center, hospital, playground, park,
recreation area, church, nursing home, or other place of public assembly?NO
Describe.Not applicable
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
6
Describe.The lot (devoid of structures) is used to store trailers.
4. Do children visit the property?NO
Explain.
5. Is access to the property reliably restricted consistent with its use (e.g., by fences, security
personnel or both)?YES
Explain.There is a cable fence that runs along the edge of the property.
6. Do pavement, buildings, or other structures cap the contaminated soil?NO
Describe.The lot is a sandy unpaved lot.
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?
7. What is the zoning status of the property?
Commercial
8. Is the use of the property likely to change in the next 20 years?YES
Explain.The site is currently a lot with no structures on it in the middle of town, although
there are no current alternate plans for the lot it is not unreasonable to assume that the
use of the lot would change as time progresses.
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):
1.What is the distance from the source area of the release to the nearest primary or
secondary residence (permanent or temporary)?
250 feet north of the center of the former UST location.
2.What is the distance from thesource area of the release to the nearest school, daycare
center, hospital, playground, park, recreation area, church, nursing home or other
place of public assembly?
A nursing home is located 460 feet south of the site.
3.What is the zoning status of properties in the surrounding area?
’West: Industrial
’North: General Office, Hospital-Medical
’East: General Office, Hospital-Medical
’South: Industrial
4.Briefly characterize the use and activities of the land in the surrounding area.
The site is located close to the town center of Tarboro, the surrounding area is used
for municipal purposes i.e., police station, public parking, etc.
Land use and property owners/occupant information is Included in Table 2.
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No water supply wells were observed within 1,500 feet of the site.
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The site and vicinity properties utilize public water for drinking purposes.
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Two surface water bodieswere identified within 1500 feet of the property. Hendricks Creek is located
approximately 800 feet west and downgradient of the site and the Tar River is located approximately
1,400 feet south of the site. The surface water features are listed in Table 1 and their locations are
presented on Figure 3.
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Wellhead Protection Areas are administered by the North Carolina Division of Environmental
Quality, Public Water Supply (PWS) Section. According to the PWS, no Wellhead Protection
Areas are located within 1,500 feet of the source area.
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The site property is located in the Coastal Plain Physiographic Province. The shallow groundwater
contamination at the site is not likely to have impacted a deep aquifer in the area.
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There are no subsurface structures on the property. Utilities are located along Saint James Street
and Trade Street. The utilities included natural gas lines and aboveground power and
communication lines. The utilities are located outside of the former UST location.
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The site is a lot used to rent trailers. A list of the adjacent property owners is Included in Table
2.
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According to the 1985 Geologic Map of North Carolina, the site is located in the Coastal Plain
Geologic Belt and the underlying rock is classified as the Yorktown Formation: Fossiliferous clay
with varying amounts of fine-grained sand, bluish gray, shell material. Soil encountered at the site
consisted of light brown to medium brown sand to 1.5 feet, dark brown clay to 3.2 feet, brown
sandy clay to 15.2 feet, and gray saturated sand to 20 feet. Based on the topography,
groundwater is expected to flow south and / or southwest from the site.
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On October 13, 2023, South Atlantic Environmental Drilling and Construction Co. Inc.
(SAEDACCO) drilled one soil boring (MW-1) within the estimated former UST basin location. The
boring was drilled using hollow stem augers to a depth of 20 feet; water was encountered at 15
feet. The soil boring location is shown in Figure 2.
8
Soil samples were collected from boring MW-1 at five-foot intervals (5, 10, and 15 feet). The soil
samples were placed into appropriate laboratory-supplied containers, the samples were then
placed on ice, and shipped under chain-of-custody to Eurofins Environment Testing in Pensacola,
FL for analysis for volatile organic compounds (VOCs) by EPA Method 8260, semivolatile organic
compounds (SVOCs) by EPA Method 8270, extractable petroleum hydrocarbons (EPH), and
volatile petroleum hydrocarbons (VPH) by the MADEP method.
No VOCs, VPH, or EPH were detected in the soil samples from boring MW-1. Low concentrations
of lead and one SVOC (di-n-butyl phthalate) were detected in two of the soil samples (MW-1 at 5
feet and MW-1 at 15 feet); these constituents were detected at concentrations below applicable
Soil to Water Maximum Soil Contamination Concentrations (MSCCs). Chromium was detected
in the two soil samples from boring MW-1 at concentrations (19.6 milligrams per kilogram - mg/kg
and 12.5 mg/kg) above the Soil to Water MSCC (5.4 mg/kg) but below the Residential MSCC (47
mg/kg). No other contaminant concentrations were detected above laboratory detection limits.
Soil analytical data is summarized in Table 3 while the soil laboratory analytical report is contained
in Appendix A.
On October 13, 2023, SAEDACCO installed a monitoring well (MW-1) in the borehole to a total
depth of 18 feet. The monitoring well location is shown on Figure 2. A well completion form is
contained in Appendix B. A groundwater sample was collected from MW-1 on October 13, 2023.
The sample was placed into appropriate laboratory-supplied containers, the samples were then
placed on ice, and shipped under chain-of-custody to Eurofins Environment Testing in Pensacola,
FL for analysis for VOCs by EPA Method 8260, SVOCs by EPA Method 625.1, EPH/VPH by the
MADEP method, and lead by USEPA Method 6010D.
Numerous constituents were detected in the groundwater sample collected from well MW-1. A
complete list of detections is presented in Table 4. Benzene, Naphthalene, Vinyl Chloride, 1-
Methylnaphthalene, Lead, C5-C8 Aliphatics, C9-C10 Aromatics, and C11-C22 Aromatics were
detected in the groundwater in well MW-1 at concentrations of 10.6 micrograms per liter (ug/L),
21.8 ug/L, 5.15 ug/L, 3.98 ug/L J, 205 ug/L, 1300 ug/L, 463 ug/L, and 346 ug/L, respectively.
These constituents were detected at concentrations above the NC 2L Groundwater Standards.
No constituents were detected in the groundwater sample from well MW-1 at concentrations
above the NCDEQ Gross Containment Levels (GCLs). Groundwater analytical data is
summarized in Table 4 and the groundwater laboratory analytical report is presented in Appendix
A.
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The following conclusions were reached regarding the release from the former Jerome Dickens
facility:
’The site previously contained USTs of unknown size or contents.
’The site property and surrounding properties utilize public water for drinking purposes. No water
supply wells were identified within 1,500 feet of the site. Surface water features were observed
approximately 800 and 1400 feet from the former UST basin.
’No VOCs, VPH, or EPH were detected in the soil samples collected from a boring drilled in the
former tank basin. Low concentrations of lead and Di-n-butyl phthalate were detected in two of
the soil samples collected from the boring; these constituents were detected at concentrations
below applicable soil to water MSCCs. Chromium was detected in the soil samples collected
9
from boring MW-1 at concentrations above the Soil to Water MSCC but below the Residential
MSCC.
’Numerous petroleum constituents were detected in the groundwater sample collected from
the well installed in the former tank basin. Benzene, Naphthalene, Vinyl Chloride, 1-
Methylnaphthalene, Lead, C5-C8 Aliphatics, C9-C10 Aromatics, and C11-C22 Aromatics
were detected in the groundwater in well MW-1 at concentrations above the NCAC 2L
groundwater quality standards. No constituents were detected in the groundwater sample at
concentrations above the GCLs.
’Consultech recommends the incident be assigned a No Further Action status after the
preparation and submittal of a Notice of Residual Petroleum restricting the use of groundwater
in the area.
TABLES
RevisionDate10/26/2023IncidentNumber/Name:16154/JeromeDickensPublicandPrivateWaterSupplyWellsUK:UnknownReceptorIDDescriptionLatitude/Longitude ofany significantpoint(s)*Phone NumberUsageDistance fromsource area ofrelease (ft.)Up or down-gradient1HendricksCreek35.895683,-77.538411N/ACreek800Downgradient2TarRiver35.893405,-77.533813N/ARiver1,435CrossgradientNotes:ReceptordistanceswereobtainedfromGoogleEarthandwereapproximatedfromthecenteroftheformerUSTbasin.Latitudeandlongitudeobtainedfromfieldmeasurements,CountyGIS,orGoogleEarth.Table1ReceptorInformationJeromeDickens209SaintJamesStTarboro,EdgecombeCounty,NCOtherReceptors(Publicwatersupplies,reservoirs,supplylines,surfacewaterbodies,wellheadprotectionareas,rechargeareasfordeepaquifers,subsurfacestructures)Well UseWell Depth (ftBGS)Type of WellWell CasingDepth (ft. BGS)ReceptorIDWell Owner/UserAddressPhone NumberLatitude/LongitudeNowellswereidentifiedwithin1500'ofthesiteUp ordowngradientWell ScreenIntervalDistance fromsource area ofrelease (ft.)
Revision Date 10/26/2023 Incident Number / Name: 16154/Jerome Dickens
Tax Parcel Number/
Map ID Owner/ Occupant Name Property Address Owner Address
473834439600 Edgecombe County 308 Trade Street 201 St Andrew St, Tarboro, NC 27886
473834550600 Town of Tarboro 400 Trade St PO Box 220, Tarboro, NC 27886
473834366500 Cherry Rentals LLC 410 Trade St 401 Barrington Dr, Tarboro, NC 27886
473834853200 Town of Tarboro 318 N Main St PO Box 220, Tarboro, NC 27886
473834753200 Guill Faye D
T/A Cottons Grill.602 117 W St James St Lucille Dr, Tarboro, NC 27886
Table 2
Adjacent Property Owners/Occupants
Jerome Dickens
209 Saint James Street
Tarboro, Edgecombe County, NC
SampleSample Depth (ft)Date Sampled826082608260826082608260826082608260826082708270827082708270827060106010EPHEPHEPHVPHMW-1510/13/2023NDNDNDNDNDNDNDNDNDND0.0469JNDNDNDNDND19.614.0NDNDNDNDMW-11010/13/2023NSNSNSNSNSNSNSNSNSNSNSNSNSNSNSNSNSNSNDNDNDNDMW-11510/13/2023NDNDNDNDNDNDNDNDNDND0.0807JNDNDNDNDND12.517.3NDNDNDND2480.26.60.121.32.42.21.71.4NA0.0541.5NA55645.4270540NA31NA1400060.35.515615601560782156015601560NA22.862.5NA62546947400165031200469469Notes:Analyticalresultsreportedinmg/kgND:Compoundnotdetectedabovelaboratorydetectionlimit.NA:NoStandardNS:NotsampledJ:EstimatedconcentrationaboveMDLbutbelowRLTable3SoilAnalyticalResultsJeromeDickens209SaintJamesSt,Tarboro,EdgecombeCounty,NC1-Methylnaphthalene2-MethylnaphthaleneC9-C10 AromaticsContaminantofConcern->C19-C36 AliphaticsC11-C22 AromaticsC9-C18 AliphaticsNaphthaleneDi-n-butyl phthalateChrominumLeadFluoreneSoiltoWaterMSCCResidentialSoilCleanupLevelsAnalyticalMethod->AcetoneIsopropylbenzeneEthylbenzene4-IsopropyltoluenePhenanthrene1,2,4-TrimethylbenzeneN-Nitrosodiphenylaminetert-Butylbenzenen-ButylbenzeneN-Propylbenzenesec-Butylbenzene
Sample LocationDate Sampled6200B6200B6200B6200B6200B6200B6200B6200B6200B6200B6200B6200B6200B6200B6200B6200B6200B6200B6200B6256256256010DVPHVPHVPHEPHEPHEPHMW-110/13/202310.610.53.719.7NDND8.678.741.6651.73.5421.815.91.910.672J3.951.535.1515.03.98J5.11J9.29J2051300150463303ND3464;3933;3;353;3;3;3;35897393367337333136833463948733RW533;3343333533*%%%,%%%%-)*%%’*%%%,%%%%’%%%%*.%%--%%&),*%’+&%%&&,%%+%%%)%%%%’+%%%%(%%%’-*%%’*%%%(%-**%%&%%%&’%%%+%%%&*%%%010101010101Notes:Analyticalresultsreportedinug/L.ND:Compoundnotdetectedabovelaboratorydetectionlimit.NSNostandard.JindicatesestimatedconcentrationaboveMDLbutbelowRLt-Amyl alcoholtert-ButylbenzeneTrichloroetheneVinyl ChlorideC5-C8 AliphaticsC19-C36 AliphaticsNaphthaleneTable4GroundwaterAnalyticalResultsJeromeDickens209SaintJamesSt,Tarboro,EdgecombeCounty,NCContaminantofConcern->BenzeneEthylbenzeneIsopropylbenzene1,3,5-TrimethylbenzeneXylenes (Total)Isopropyl EtherNaphthaleneC11-C22 AromaticsMTBEC9-C18 Aliphatics1-MethylnaphthaleneToluene1,2,4-TrimethylbenzeneK[#Kvsww#Gsrxeqmrerx#PizipwAnalyticalMethod->RG#5P#K[#Wxerhevh2-MethylnaphthaleneLeadC9-C10 Aromaticscis-1,2-Dichloroethanen-Butylbenzenep-Isopropyltoluenesec-ButylbenzeneC9-C12 AliphaticsN-Propylbenzene
FIGURES
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#
#
Approximate Scale
’V /350 m Google Earth 2022 Receptor MapJerome DickensIncident (#16154)209 Saint James St,Edgecombe County,Tarboro, NC
2021 Energy Drive,Apex, NC 27502
CompiledBy:CJP
FigureNo:3 CheckedBy:RBS
Date:
October 26, 2023
#2 Tar River
#1 Hendricks Creek
APPENDIX A
Laboratory Analytical Reports
APPENDIX B
Monitoring Well Completion Record
!
Stefan Smith
3576A
SAEDACCO
X
10-13-23 MW1
209 James St. Tarboro, NC Edgecomb County, , ,
35.896677 77.535731
X
X
1
16
8
HSA
0 6 2 40 PVC
6 16 2 010 40 PVC
0 2 Concrete Pour
4 16 Sand 2
0 16 Clayey sand
10/16/2023
Stefan Smith
3576A
SAEDACCO
X
10-13-23 MW1
209 W Saint James St. , Tarboro, NC, 27886
Edgecomb
35.896677 77.535731
X
X
1
16
8
HSA
0 6 2 SCH 40 PVC
6 16 2 0.010 SCH 40 PVC
0 2 Concrete Pour
4 16 Sand #2
0 16 Clayey sand
16 20 Flowing sands
2 foot bentonite seal 2 to 4'
10/16/2023