State Coalition for Remediation of Drycleaners Site Profiles
TLC Dry Cleaners, Miami, Florida
Description
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TLC Cleaners is an active PCE drycleaning facility that has been in operation since approximatley 1970. The facility is served by a septic tank/drainfield. Chlorinated solvents had been detected in wastewater samples collected from the septic tank on several occasions prior to the commencement of assessment work by the Florida Drycleaning Solvent Cleanup Program and the septic tank had been pumped out and steam cleaned several times.
The facility is located in a shopping center in a mixed retail commercial/residential setting.
The identified contaminant source areas are the soil beneath the facility floor slab, the area outside the service door and the septic tank/drainfield
Remediation Status: Site closed |
Contaminants
Contaminants present and the highest amount
detected in both soil and groundwater.
Contaminant | Media | Concentration (ppb) | Nondetect |
---|---|---|---|
cis-1,2-Dichloroethene | groundwater | ||
1,1-Dichloroethene | groundwater | ||
Tetrachloroethene (PCE) | groundwater | ||
Tetrachloroethene (PCE) | soil | ||
Trichloroethene (TCE) | groundwater | ||
Trichloroethene (TCE) | soil | ||
toluene | groundwater | ||
trans-1,2-Dichloroethene | groundwater | ||
Vinyl Chloride | groundwater | ||
m-Xylene | soil |
Site Hydrology
Deepest Significant Groundwater Contamination: | 40ft bgs | |
Plume Size: | Plume Length: 215ft Plume Width: 165ft Plume Thickness: 30ft |
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Average Depth to Groundwater: | 9.06ft |
Lithology and Subsurface Geology
fine to medium-grained sand interbedded with sandy gravel and sandstone Depth: 0-6ft bgs 6ft thick Conductivity: 22ft/day Gradient: 0.0025ft/ft |
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oolitic limestone Depth: 6-20ft bgs 14ft thick |
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very fine-grained to fine-grained sand with shells Depth: 20-48ft bgs 28ft thick |
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fossiliferous limestone Depth: 48-54ft bgs 6ft thick |
Pathways and DNAPL Presence
Groundwater Sediments Soil DNAPL Present |
Vapor Intrusion Pathway
Has the potential for vapor intrusion (VI) been evaluated? |
No |
|
Has a vapor mitigation system been installed? |
Yes | |
Type of Vapor Mitigation System(s): |
Soil Vapor Extraction |
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Additional VI Information: |
Contaminated soil excavated outside service door. |
Remediation Scenario
Cleanup
Goals: |
Groundwater: PCE = 3 ug/l, TCE = 3 ug/l, cis 1,2-DCE = 70 ug/l, vinyl chloride 1 ug/l Soil: PCE = 30 ug/kg; TCE = 30 ug/kg (leachability) |
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Remedy Level: |
Full Scale Remedy |
Technologies
In Situ Monitored Natural Attenuation |
Why the technology was selected: Next Steps: Cost to Design and Implement: |
|
In Situ Soil Vapor Extraction |
Why the technology was selected: 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: |
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Ex Situ Soil Removal |
Why the technology was selected: Date implemented: Results to date: Next Steps: Cost to Design and Implement: |
Costs
Cost
for Assessment: |
$129,800 | |
Cost
for Operation and Maintenance: |
Operation & maintenance: $34,200 Monitoring: $45,200 Site Restoration: $5,000 | |
Total
Costs for Cleanup: |
$285,700 |
Lessons Learned
Utilizing air injection and switching wells from vapor recovery to air injection was successful in optimizing SVE system recovery. |
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 Brian Moore, PE H.S.A. Engineers & Scientists 4019 East Fowler Avenue Tampa,Florida 33617 Phone: (813) 971-3882 E-Mail: bmoore@hsa-env.com |
Site Specific References
Contamination Assessment Report: January 2000 Remedial Action Plan: May 2002 Interim Source Removal Report: May 2002 SVE System Construction Completion Report: October 2003 O&M Reports: 2003 - 2004 Monitoring Reports: 2001 - 2009 |