State Coalition for Remediation of Drycleaners Site Profiles
Crown Cleaners, Spring Lake, North Carolina
Description
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The site reportedly operated as a dry-cleaner from the mid-1940's to 2005. The site's original structure is currenly unoccupied and is located in the coastal plain near Fayetteville, NC. Significant soil and groundwater contamination was discovered during an initial investigation and it was then brought into the program. The owner has indicated that he plans to renovate the building and open a restaurant at some point. Vapor intrusion is a concern and indoor air concentrations exceeded the mitigation threshold. Several remedial options were examined but SVE was chosen due to building structure issues and amenable soils (sands with some interspersed silty/clayey sands). In addition, a passive subslab depressurization system was installed to improve indoor air quality. Remediation Status: In active remediation |
Contaminants
Contaminants present and the highest amount
detected in both soil and groundwater.
Contaminant | Media | Concentration (ppb) | Nondetect |
---|---|---|---|
chloroform | groundwater | 3.4 ppb | |
cis-1,2-Dichloroethene | groundwater | 96 ppb | |
Tetrachloroethene (PCE) | soil | 24,000 ppb | |
Trichloroethene (TCE) | soil | 2.3 ppb |
Site Hydrology
Deepest Significant Groundwater Contamination: | 34ft bgs | |
Plume Size: | Plume Length: 1,000ft Plume Width: 600ft Plume Thickness: 25ft |
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Average Depth to Groundwater: | 28ft |
Lithology and Subsurface Geology
Surficial/Black Creek (unconfined) |
Layered sand with clayey sand and sandy clay stringers. Depth: 0-43ft bgs 43ft thick Conductivity: 0.085ft/day Gradient: 0.03ft/ft |
Pathways and DNAPL Presence
Groundwater Sediments Soil Presumptive Evidence of DNAPL |
Vapor Intrusion Pathway
Has the potential for vapor intrusion (VI) been evaluated? |
Yes |
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How was the site evaluated? |
Soil vapor and/or Sub-slab vapor sampling,Indoor air sampling,Groundwater sampling,Compared sample concentration to screening criteria |
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Results of VI evaluation: |
A completed VI pathway has been indentified | |
Has a vapor mitigation system been installed? |
Yes | |
Type of Vapor Mitigation System(s): |
Passive Vapor Barrier Sub-slab Depressurization Sub-slab Pressurization Passive Venting HVAC controls/modifications Soil Vapor Extraction |
Remediation Scenario
Cleanup
Goals: |
Soil: 0.18 mg/kg PCE |
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Remedy Level: |
Interim Action |
Technologies
in Situ Soil Vapor Extraction |
Why the technology was selected: Date implemented: Date completed: Final remediation design: Results to date: Next Steps: Cost to Design and Implement: |
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in Situ Soil Vapor Extraction |
Why the technology was selected: Date implemented: Date completed: Final remediation design: Results to date: Next Steps: Cost to Design and Implement: |
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in Situ Soil Vapor Extraction |
Why the technology was selected: Date implemented: Date completed: Final remediation design: Results to date: Next Steps: Cost to Design and Implement: |
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in Situ Soil Vapor Extraction |
Why the technology was selected: Date implemented: Date completed: Final remediation design: Results to date: Next Steps: Cost to Design and Implement: |
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in Situ Soil Vapor Extraction |
Why the technology was selected: Date implemented: Date completed: Final remediation design: Results to date: Next Steps: Cost to Design and Implement: |
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in Situ Soil Vapor Extraction |
Why the technology was selected: Date implemented: Date completed: Final remediation design: Results to date: Next Steps: Cost to Design and Implement: |
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in Situ Soil Vapor Extraction |
Why the technology was selected: Date implemented: Date completed: Final remediation design: Results to date: Next Steps: Cost to Design and Implement: |
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in Situ Soil Vapor Extraction |
Why the technology was selected: Date implemented: Date completed: Final remediation design: Results to date: Next Steps: Cost to Design and Implement: |
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in Situ Soil Vapor Extraction |
Why the technology was selected: Date implemented: Date completed: Final remediation design: Results to date: Next Steps: Cost to Design and Implement: |
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in Situ Soil Vapor Extraction |
Why the technology was selected: Date implemented: Date completed: Final remediation design: Results to date: Next Steps: Cost to Design and Implement: |
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in Situ Soil Vapor Extraction |
Why the technology was selected: Date implemented: Date completed: Final remediation design: Results to date: Next Steps: Cost to Design and Implement: |
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in Situ Soil Vapor Extraction |
Why the technology was selected: Date implemented: Date completed: Final remediation design: Results to date: Next Steps: Cost to Design and Implement: |
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in Situ Soil Vapor Extraction |
Why the technology was selected: Date implemented: Date completed: Final remediation design: Results to date: Next Steps: Cost to Design and Implement: |
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in Situ Soil Vapor Extraction |
Why the technology was selected: Date implemented: Date completed: Final remediation design: Results to date: Next Steps: Cost to Design and Implement: |
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in Situ Soil Vapor Extraction |
Why the technology was selected: Date implemented: Date completed: Final remediation design: Results to date: Next Steps: Cost to Design and Implement: |
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in Situ Vapor Mitigation |
Why the technology was selected: Date implemented: Date completed: Final remediation design: Results to date: Next Steps: Cost to Design and Implement: |
Costs
Cost
for Assessment: |
131447 | |
Cost
for Operation and Maintenance: |
29567 | |
Total
Costs for Cleanup: |
Lessons Learned
Even though the pilot test indicated good suitability for SVE, infiltrating precipitation has caused the knockout tanks to fill up prematurely. The solution was to cycle the shallow and deep well fields periodically. |
Contacts
Mike Cunningham, NC DSCA Program 217 W. Jones St. Raleigh, NC 27603 (919) 707-8361 mike.cunningham@ncdenr.gov |