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Profile Information

Private
251197
201 East Willow Street SCOTTSBORO, AL 35768
.2
27-04-19-4-000-030.002
34.6737719954335 / -86.03296001722708
5
Riddle, Andrew
Riddle.Andrew@epa.gov
303-312-6398


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Property Location



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Property Progress


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CAs Associated with this Property

CA NameCA #StateTypeAnnouncement Year
Top of Alabama Regional Council of GovernmentsBF02D08721ALAssessment2021


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Assessment Activities at this Property

ActivityEPA FundingStart DateCompletion DateCAAccomplishment Counted?Counted When?
Phase I Environmental Assessment$3,000.0010/07/202112/13/2021Top of Alabama Regional Council of GovernmentsYFY22
Phase II Environmental Assessment$26,303.1712/13/202202/09/2023Top of Alabama Regional Council of Governments


Is Cleanup Necessary? Yes
EPA Assessment Funding: $29,303.17
Leveraged Funding:
Total Funding: $29,303.17


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Climate Adaption and Mitigation - Planning or Assessment

There is no data for Climate Adaption and Mitigation - Planning or Assessment.


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Contaminants and Media


Lead
NOT Cleaned up

Cleanup Activities

There are no current cleanup activities.


Cleanup/Treatment Implemented: N
Cleanup/Treatement Categories:
Addl Cleanup/Treatment info: On October 31 and November 1, 2022, PM advanced eight soil borings (SB-3 through SB-10), installed eight temporary monitoring wells (TMW-3 through TMW-10) to a maximum depth of 17.5 feet below ground surface (bgs), and collected a total of 19 soil and four groundwater samples for laboratory analysis of volatile organic compounds (VOCs), polynuclear aromatic hydrocarbons (PAHs), and metals (cadmium, chromium, and lead). No concentrations of target analytes were identified in any of the groundwater samples analyzed from the subject property above the laboratory Method Detection Limits (MDLs) and/or applicable criteria. No concentrations of VOCs or PAHs were detected in any of the soil samples analyzed above the laboratory Reporting Limits (RLs) and/or the Regional Screening Levels (RSLs) for Commercial Soils. Lead was identified in one soil sample (SB-6 at 4.0-5.0 feet bgs) at a concentration exceeding the applicable RSL for Commercial Soil. No other metals were detected above the applicable RSLs. The lead-impacted soils appear to be associated with the former gasoline underground storage tank (UST) basin. Based on soil results collected at 5.0-7.5 feet bgs interval, the vertical extent of the lead impact has been delineated to within screening levels; however, the horizontal extent has not been defined. PM recommends additional assessment in the vicinity of the former gasoline USTs to define the horizontal extent of the lead contamination in soil. Concentrations of VOCs and PAHs are present in the soils at some sampling locations. Although these concentrations are below the applicable criteria, if the subject property is redeveloped, PM recommends that any soils removed from the site that are unsuitable for construction be properly characterized prior to off-site disposal. Proposed soil borings SB-1 and SB-2 could not be installed due to interior obstructions that prevented access by a drill rig, and subsurface obstructions at 0.67 feet bgs that prevented the collection of subsurface samples with a hand auger. Additional assessment is required in the vicinity of the former in-ground hoist to determine whether the subsurface has been impacted by a release from the former hydraulic system.
Address of Data Source:
Total ACRES Cleaned Up: .2
Number of Cleanup Jobs Leveraged:
EPA Cleanup Funding:
Leveraged Funding:
Cost Share Funding:
Total Funding:


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Climate Adaption and Mitigation - Demolition or Cleanup

There is no data for Climate Adaption and Mitigation - Demolition or Cleanup.


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Institutional and Engineering Controls

U
U


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Redevelopment and Other Leveraged Accomplishments

There are no current redevelopment activities.


Number of Redevelopment Jobs Leveraged:
Actual Acreage of Greenspace Created:
Leveraged Funding:


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Climate Adaption and Mitigation - Redevelopment

There is no data for Climate Adaption and Mitigation – Redevelopment


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Additional Property Attributes

Standard and other historical sources were able to document that the property was developed with a dwelling and associated outbuildings prior to 1917. An automotive garage associated with the east adjoining property was constructed in the eastern portion between 1927 and 1944. All structures were demolished between 1951 and 1958 and the property remained vacant until construction of the current service station building in 1966. The property was operated as a gasoline service station from construction to 2001 when the gasoline dispensing operations and service operations ceased. The property was then used as an automotive detail shop until approximately 2019. The property has been used for a retail store since 2020.

Gasoline dispensing operations occurred on the property from 1966 until 2001. The USTs associated with the gasoline station were previously removed and based on the reviewed regulatory files, the gasoline dispensing operations and USTs were adequately assessed. Therefore, PM has not identified these operations as a REC.

On October 31 and November 1, 2022, PM advanced eight soil borings (SB-3 through SB-10), installed eight temporary monitoring wells (TMW-3 through TMW-10) to a maximum depth of 17.5 feet below ground surface (bgs), and collected a total of 19 soil and four groundwater samples for laboratory analysis of volatile organic compounds (VOCs), polynuclear aromatic hydrocarbons (PAHs), and metals (cadmium, chromium, and lead).

No concentrations of target analytes were identified in any of the groundwater samples analyzed from the subject property above the laboratory Method Detection Limits (MDLs) and/or applicable criteria.

No concentrations of VOCs or PAHs were detected in any of the soil samples analyzed above the laboratory Reporting Limits (RLs) and/or the Regional Screening Levels (RSLs) for Commercial Soils. Lead was identified in one soil sample (SB-6 at 4.0-5.0 feet bgs) at a concentration exceeding the applicable RSL for Commercial Soil. No other metals were detected above the applicable RSLs.

The lead-impacted soils appear to be associated with the former gasoline underground storage tank (UST) basin. Based on soil results collected at 5.0-7.5 feet bgs interval, the vertical extent of the lead impact has been delineated to within screening levels; however, the horizontal extent has not been defined. PM recommends additional assessment in the vicinity of the former gasoline USTs to define the horizontal extent of the lead contamination in soil.

Concentrations of VOCs and PAHs are present in the soils at some sampling locations. Although these concentrations are below the applicable criteria, if the subject property is redeveloped, PM recommends that any soils removed from the site that are unsuitable for construction be properly characterized prior to off-site disposal.

Proposed soil borings SB-1 and SB-2 could not be installed due to interior obstructions that prevented access by a drill rig, and subsurface obstructions at 0.67 feet bgs that prevented the collection of subsurface samples with a hand auger. Additional assessment is required in the vicinity of the former in-ground hoist to determine whether the subsurface has been impacted by a release from the former hydraulic system.
Commercial (.2)


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