State Coalition for Remediation of Drycleaners Site Profiles
Dry Clean USA #11522, Heathrow, Florida
Description
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| PCE drycleaning operations were conducted at this site from 1989 until 2008. The facility is located in a shopping center in a mixed residential/retail commercial setting.
The identified contaminant source areas at the site were the soils beneath the facility floor slab in the vicinity of the drycleaning machine and the area outside the delivery door of the facility. Remediation Status: In groundwater monitoring |
Contaminants
Contaminants present and the highest amount
detected in both soil and groundwater.
| Contaminant | Media | Concentration (ppb) | Nondetect |
|---|---|---|---|
| cis-1,2-Dichloroethene | groundwater | ||
| Tetrachloroethene (PCE) | groundwater | ||
| Tetrachloroethene (PCE) | soil | ||
| Trichloroethene (TCE) | groundwater |
Site Hydrology
| Deepest Significant Groundwater Contamination: | 60ft bgs | |
| Plume Size: | Plume Length: 220ft Plume Width: 220ft Plume Thickness: 47ft |
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| Average Depth to Groundwater: | 13ft |
Lithology and Subsurface Geology
| very fine to fine-grained sand Depth: 0-36ft bgs 36ft thick Conductivity: 3.1ft/day Gradient: 0.0024ft/ft |
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| silty very fine to fine-grained sand Depth: 36-42ft bgs 6ft thick |
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| silt with very fine-grained sand Depth: 42-45ft bgs 3ft thick |
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| silty vert fine to fine-grained sand Depth: 45-48ft bgs 3ft thick |
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| fine to coarse grained sand with gravel, clay and shell fragments Depth: 48-51ft bgs 3ft thick |
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| hard pan Depth: 49-51ft bgs 2ft thick |
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| limestone gravel and shells with fine-grained sand Depth: 51-60ft bgs 9ft thick |
Pathways and DNAPL Presence
 Groundwater SedimentsSoilDNAPL Present |
Vapor Intrusion Pathway
Has the potential for vapor intrusion (VI) been evaluated? |
No |
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Has a vapor mitigation system been installed? |
Yes | |
Type of Vapor Mitigation System(s): |
Other |
Remediation Scenario
Cleanup
Goals: |
Soil: PCE = 30 ug/kg (leachability) Groundwater: PCE = 3 ug/L |
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Remedy Level: |
Full Scale Remedy |
Technologies
In Situ Monitored Natural Attenuation |
Results to date: Next Steps: Cost to Design and Implement: |
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In Situ Multi Phase Extraction |
Date implemented: Final remediation design: Results to date: Next Steps: Cost to Design and Implement: |
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Ex Situ Carbon Adsorption |
Date implemented: Final remediation design: Results to date: Next Steps: Cost to Design and Implement: |
Costs
Cost
for Assessment: |
$93,600 | |
Cost
for Operation and Maintenance: |
Total O&M + monitoring 145,800 | |
Total
Costs for Cleanup: |
Lessons Learned
| The building configuration limited the location of the MPE well. |
Contacts
| Aaron Cohen Florida Dept. of Environmental Protection Bureau of Waste Cleanup, MS 4500 2600 Blair Stone Road Tallahassee, Florida 32399 850-245-8974 Aaron.Cohen@dep.state.fl.us |
Site Specific References
| Site Assessment Plan: 1999 Remedial Action Plan: 2001 Operation & Maintenance Reports: 2002 - 2004 Monitoring Reports: 2004 - present |
