AS-3760_28887_CA_MRP_20230911_LSA

A CONSULTECH ENVIRONMENTAL, LLC.
P.O.Box 5306, Cary, NC 27512
[phone], [phone] Fax
September 5, 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
Charlotte Street Animal Hospital
208 Charlotte Street, Asheville, Buncombe County, NC
Incident No: 28887
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
September 5, 2023
LIMITED SITE ASSESSMENT REPORT
Charlotte Street Animal Hospital
208 Charlotte Street
Asheville,Buncombe County, North Carolina
NCDEQ Incident No: 28887
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2. Contact Information
UST Owner/Operator:
Address:
Spiro H Aliferis Trust
69 Farida Dr. Asheville, NC 28804
Tel:()
Property Owner:Steel Augen LLC
21 Skyview PL. Asheville, NC 28804
[phone]
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:August 2010
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:
8,000-gallon gasoline UST (#2)
Criteria Used to Classify Risk N/A
4. Certification
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1. Site Identification
Charlotte Street Animal Hospital
208 Charlotte Street
Asheville,Buncombe County, North Carolina
Date of Report:September 5, 2023
Facility I.D.: NA UST Incident No.: 28887
Site Risk:Low Land Use
Classification:
Commercial
Site Name
(NCDEQ Incident Name):
Charlotte St Animal Hospital
Site Street Address:208 Charlotte Street
City/Town:Asheville Zip Code:28801 County:Buncombe
Description of Geographical Data Point:Approximate center of property
Location Method:Google Earth
Latitude (decimal degrees):35.606885 Longitude (decimal degrees):-82.546537
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The following Limited Site Assessment (LSA) report has been prepared by Consultech
Environmental, LLC. (Consultech) for the Charlotte Street Animal Hospital (site) located at 208
Charlotte Street in Asheville, North Carolina. This LSA has been prepared to address the release
of petroleum hydrocarbon compounds from an underground storage tank (UST) system that is
located on the site. The site contains one 3000-gallon kerosene UST, one 6000-gallon diesel
UST, and three 8000-gallon gasoline USTs. One of the three 8000-gallon gasoline USTs was the
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database. The release was assigned Incident Number 28887 by the North Carolina Department
of Environmental Quality (NCDEQ), UST Section. The results of the LSA are summarized below:
Type of Contaminant
Gasoline
Source of Release
8000-gallon UST
Amount of Release
Unknown
Initial Abatement/Emergency Response Information
None
Hydrogeology
Groundwater was not encountered after drilling 20 feet and encountering bedrock.
Soil and Groundwater Assessment
Soil samples were collected during the drilling of boring MW-1. Low concentrations of Acetone,
Isopropyl ether, 2-Butanone, and C19-C36 Aliphatics were detected in soil samples from 5 and
15 feet. No petroleum constituents were detected in the soil sample from 10 feet. No constituents
were detected in the soil samples collected in boring MW-1 at concentrations above the Soil to
Water MSCC standards.
Groundwater was not encountered in well MW-1. After drilling 20 feet with hollow stem augers,
bedrock was encountered. Switching to air was not possible because the drillers did not have the
casing to prevent the loose soil from blowing out and subsequently collapsing the pavement,
therefore a well was not installed.
Risk Classification
The site should be classified as low risk
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
Consultechrecommends vjg!kpuvcnncvkqp!qh!c!oqpkvqtkpi!ygnn!kp!dgftqem!cpf!rtgrctcvkqp!qh!c!tgxkugf!
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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
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Table 1 Receptor Information
Table 2 Property Owners/Occupants
Table 3 Soil Analytical Results
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Figure 1 Site Location Map
Figure 2 Site Map
Figure 3 Receptor Map
LIST OF APPENDICES
APPENDIX A Laboratory Analytical Report
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The site is located at 208 Charlotte Street in Asheville, Buncombe County, North Carolina. The
property location is shown on Figure 1.
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The UST system owner is the Spiro H Aliferis Trust.
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The site contains one 3000-gallon kerosene UST, one 6000-gallon diesel UST, and three 8000-
gallon gasoline USTs.
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No information wasfound in the conductance of the LSA that indicated the presence of aboveground
storage tanks.
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In August 2010, soil contamination was detected around the tanks located between 208 and 210
Charlotte Street during an inspection. On May 30, 2023 a letter was sent to the current property
owner to gain access to the property in order to install a monitoring well on the 208 Charlotte
Street property side of the USTs. No additional previous site assessment activities were
performed.
C.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 208 Charlotte Street in Asheville, Buncombe County, North Carolina. The
site is currently a Animal Hospital with a gas station adjacent north. The site contains the building
used for the Animal Hospital with UST field from the gas station next door crossing over onto their
property. The property around the site isa mix of commercial and residentialproperties andbounded
to Charlotte Street. Topography in the region slopes moderately to the south. The subject site and
surrounding properties utilize municipal water for drinking purposes. The sites relation to the
surrounding property can be seen in Figure 3.
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No previous abatement actions are known to have occurred. A letter dated May 30, 2023 was
sent to Steel Augen LLC (UST owner/operator) recommending installation of a monitoring well
next to the UST field. No corrective actions have been performed.
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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
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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 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.
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?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
If yes, describe.Not applicable.
9. Is the release located in the Coastal Plain physiographic region as designated on a map
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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
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Describe.The property is currently used as an Animal Hospital.
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
Describe.Currently used as an Animal Hospital. USTs from adjacent station are partially
located on the subject site.
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)?NO
Explain.
6. Do pavement, buildings, or other structures cap the contaminated soil?YES
Describe.The USTs are located underneath the parking lot area in front of the Animal
Hospital towards the gas station side to the north.
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?
As this property is located in the downtown Asheville and the area of concern is used as
a parking lot for the Animal Hospital, it is unlikely that the concrete/pavement will be
removed.
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?NO
Explain.Based on the site location, the site will likely remain an Animal Hospital, however,
it cannot be determined at this time what use will occur over the next 20 years.
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)?
45 meters west of the center of the UST location.
2.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?
The Jewish Community Center is located 285 feet north of the UST location.
3.What is the zoning status of properties in the surrounding area?
’West: Residential
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’North: Residential/Commercial a Convenience store with fuel dispensing
’East: Residential/Commercial
’South: Commercial
4.Briefly characterize the use and activities of the land in the surrounding area.
Surrounding properties are utilized for both residential and commercial purposes.
Residences are located west and east of the site.
Land use and property owners/occupant information is Included in Table 2.
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No water supply wells are located on the subject site or within 1500 feet of the site.
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The City of Asheville provides public water to the subject site and surrounding properties.
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Reed Creek is located approximately 100 feet from the site to the North (up gradient).
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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 not located in the Coastal Plain Physiographic Province.
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There is no basement at the site building. The underground utilities at the site include
underground and above ground electrical lines, city water lines, and sewer lines. The utilities are
located outside of the USTs location.
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The site is used as an Animal Hospital with the USTs being owned and operated by the gas
station next door. 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 subject site is located in the Ashe
Metamorphic Suite and the Tallulah Falls Formation in the Blue Ridge Geologic Belt. Rocks in
the subsurface are described as muscovite biotite gneiss. Soil encountered at the site consisted
of brown/black fine sand/silt to 5 feet, a brown/black fine clay silt to 10 feet, and a black fine sand
with some rock at 15 feet to the bottom of the borehole at 15 feet. Based on the topography,
groundwater is expected to flow south from the site.
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On July 24, 2023, South Atlantic Environmental Drilling and Construction Company (SAEDACCO)
drilled one soil boring (MW-1) within the area surrounding the UST location. The boring was
drilled using hollow stem augers to a depth of 20 feet, where auger refusal on bedrock was
encountered. Due to the drillers not having the proper casing, they could not switch to their air
rig to continue drilling through the bedrock. The soil boring location is shown in Figure 2.
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, semi volatile organic
compounds (SVOCs), extractable petroleum hydrocarbons (EPH), and volatile petroleum
hydrocarbons (VPH) by the MADEP method.
Low concentrations of several VOCs and one EPH fraction were detected in the soil samples from
5 feet and 15 feet in boring MW-1. The 5-foot sample had three detections (Acetone, Isopropyl
ether, and 2-Butanone) detected at concentrations of 0.0465, 0.00105, and 0.0108 milligram per
kilogram (mg/kg), respectively. No petroleum constituents were detected in the 10 foot sample.
The 15-foot sample had three detections (Acetone, 2-Butanone, and C19-C36 Aliphatics)
detected at concentrations of 0.0739, 0.00776, and 23.5 mg/kg, respectively. No petroleum
constituents were detected in the soil samples at concentrations above the Soil to Water
Maximum Soil Contaminant Concentrations (MSCC) standards. Soil analytical data is
summarized in Table 3 and the soil laboratory analytical report is contained in Appendix A.
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The following conclusions were reached during this limited LSA:
’The site contains one 3000-gallon kerosene UST, one 6000-gallon diesel UST, and three
8000-gallon gasoline USTs. The tanks are located on the convenience store property
adjacent north but a portion of the tanks are located on the subject site.
’Low concentrations of several VOCs and one EPH were detected in the soil samples from 5
feet and 15 feet in boring MW-1 drilled adjacent south of the UST basin. No petroleum
constituents were detected in the soil samples collected in boring MW-1 at concentrations
above the Soil to Water MSCC.
’Auger refusal / bedrock was encountered at 20 feet; groundwater was not encountered in the
boring to 20 feet, therefore, no well was installed and no groundwater sample was collected.
’The site is connected to municipal water lines and the subject property and surrounding
properties do not use water supply wells / groundwater as a drinking water source. The property
is located in downtown Asheville.
’Consultech recommends vjg!kpuvcnncvkqp!qh!c!oqpkvqtkpi!ygnn!kp!dgftqem!vq!qdvckp!c!itqwpfycvgt!
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TABLES
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BGPSOKBGPSOK 6KSVM #LV$6GVK BGPSOKJ;URSTRSYO KVMKT*&4WVGQRQK/)-’/)-’/)-’/)-’/)-’/)-’/)-’/)-’/)-’/)-’/)-’/)-’/).’/).’/).’/).’/).’6A86A86A8EA8>F$(,.&)+&)’)*’%’+-,?5?5?5?5?5’%’’(’,;’%’(’/;?5?5?5?5?5?5?5?5?5?5?5?5?5>F$((’.&)+&)’)*?5?5?5?5?5?5?5?5?5?5?5?5?5?5?5?5?5?5?5?5?5>F$((,.&)+&)’)*’%’.*0?5?5?5?5?5?5’%’’..-;?5?5?5?5?5?5?5?5?5?5)*%,#(?5?5*,0(’*.’.(’)*)’+(’+/).*’,*’*)’/)’,(’(-,)’->3--.,-,(>3+)>3(+’’’-’%*,%,(,-(,-’(,-’(,-0*/,./)(,-’(,-’(,-’))%/-)%,?2-),+-0(-,’*()’’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
FIGURES
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Approximate Scale
&P -350 m Google Earth 2022 Receptor MapCharlotte St Animal HospitalIncident (#28887)208 Charlotte St,Buncombe County,Asheville, NC
2021 Energy Drive,Apex, NC 27502
CompiledBy:TGD
FigureNo:3 CheckedBy:RBS
Date:
August 21, 2023
OY.2!
Viih#Gviio#
APPENDIX A
Laboratory Analytical Report
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