State Coalition for Remediation of Drycleaners Site Profiles
First Coast Laundry & Cleaners, Jacksonville, Beach, Florida
Description
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This is an active PCE drycleaning facility that has been in operation since 1969. The facility is located in a mixed retail commercial/residential setting.
The identified contaminant source areas are: former location of a PCE AST outside the rear (service door); two lint traps also located outside the rear door of the facility and the soils beneath the facility floor slab near the drycleaning machines. There have been reported discharges associated with the filter system of the drycleaning machines.
During the site assessment, a sediment sample collected from one of the lint traps located behind the building had the following contaminants detected: 20.9 mg/kg PCE, 1.51 mg/kg TCE, 57.3 mg/k cis 1,2-DCE, 6.88 mg/kg trans 1,2-DCE, and 30.1 mg/kg vinyl chloride, indicating discharges to the sump/drains. Remediation Status: In active remediation |
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 | ||
trans-1,2-Dichloroethene | groundwater | ||
Vinyl Chloride | groundwater |
Site Hydrology
Deepest Significant Groundwater Contamination: | 55ft bgs | |
Plume Size: | Plume Length: 220ft Plume Width: 180ft Plume Thickness: 50ft |
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Average Depth to Groundwater: | 3.64ft |
Lithology and Subsurface Geology
very fine-grained sand with 2-3% organic content and shell fragments Depth: 0-19ft bgs 19ft thick Gradient: 0.0012ft/ft |
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60% shell hash & fine to medium-grained sand Depth: 19-24ft bgs 5ft thick |
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fine to very fine-grained sand with shells Depth: 24-28ft bgs 4ft thick |
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very fine to fine-grained sand, 10% silt, 2-5% clay Depth: 28-31ft bgs 3ft thick |
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verty fine to fine-grained sand with shells Depth: 31-44ft bgs 13ft thick |
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shell hash wiht very fine to medium-grained sand Depth: 44-51ft bgs 7ft thick |
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very fine to fine-grained sand with shells Depth: 51-57.5ft bgs 6.5ft thick |
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very fine to fine-grained sand, 10-15% silt, 5-10% clay, phosphate pebbles Depth: 57.5-71ft bgs 13.5ft thick |
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very fine-grained sand, 25-35% clay, phosphate grains Depth: 71-75ft bgs 4ft thick |
Pathways and DNAPL Presence
Groundwater Sediments Soil Presumptive Evidence of DNAPL |
Vapor Intrusion Pathway
Has the potential for vapor intrusion (VI) been evaluated? |
No |
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Has a vapor mitigation system been installed? |
No |
Remediation Scenario
Cleanup
Goals: |
Soil: PCE = 30 ug/kg Groundwater = PCE = 3 ug/l, TCE = 3 ug/l, cis 1,2-DCE = 70 ug/l, trans 1,2-DCE = 100 ug/l, vinyl chloride = 1 ug/l |
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Remedy Level: |
Interim Action |
Technologies
In Situ Chemical Oxidation |
Why the technology was selected: Date implemented: Final remediation design: Results to date: Next Steps: Cost to Design and Implement: |
Costs
Cost
for Assessment: |
$138,100 | |
Cost
for Operation and Maintenance: |
Groundwater monitoring $6,700 | |
Total
Costs for Cleanup: |
Lessons Learned
1. Membrane interface probe logging was useful in evaluating Cool-Ox injection and in selecting locations and screen intervals for additional monitor wells. 2. The presence of 2-3% organic material in soils may be a cause (high oxidant demand) of the general failure of the chemical oxidation remedy. Ineffective distribution of the oxidant may also have contributed to the problem. 3. We recommend that whenever feasible, a monitor well or monitor wells screened across the water table be installed beneath the facility floor slab of active drycleaning facilities. |
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 Tim Larson, P.E., Consultant Ecology & Environment, Inc. 1974 Commonwealth Lane Tallahassee, Florida 32303 Phone: (850)574-1400 E-mail: Tlarson@ene.com |
Site Specific References
Site Assessment Report: 2001 Remedial Action Plan: 2007 Post Injection Report: 2008 Monitoring Reports; 2002 - present |