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ARCHIVED REPORTS_XR0008138
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PR0504943
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ARCHIVED REPORTS_XR0008138
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Last modified
6/18/2020 1:04:49 PM
Creation date
6/18/2020 12:10:53 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008138
RECORD_ID
PR0504943
PE
2951
FACILITY_ID
FA0004032
FACILITY_NAME
AMERICAN MOULDING & MILLWORK (FRMR)
STREET_NUMBER
2801
STREET_NAME
WEST
STREET_TYPE
LN
City
STOCKTON
Zip
95204
APN
11709001
CURRENT_STATUS
02
SITE_LOCATION
2801 WEST LN
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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116 and TPH (EPA Method 8015) None of these constituents were detected in the groundwater samples <br /> (Appendix D) The same wells were sampled again in January 1989, two of the three wells were dry and <br /> ' groundwater samples from the third well did not detect any of the constituents tested above(Appendix E) <br /> A risk assessment was conducted as part of the FS/RAP to evaluate the potential environmental <br /> and health risks to local receptors and to estimate acceptable cleanup levels which would be required to <br /> mitigate those risks The leachability of the most toxic (carcinogenic) and mobile constituent found in <br /> ' the diesel-impacted soil, naphthalene, was estimated using procedures similar to those described in the <br /> Designated Waste Methodology (RWQCB, 1989) Using the assumptions and methods described in <br /> ' "Rapid Assessment of Potential Groundwater Contamination Under Emergency Response Conditions" <br /> (EPA, 1983) the fate and transport of naphthalene was calculated, based on site conditions <br /> The method used to predict transport of naphthalene assumed no adsorption to soils and no <br /> biological degradation, which is quite conservative since naphthalene partitions strongly to soil organic <br /> ' carbon and has a half-life of 12 to 48 days in soil (Howard et al , 1991) Given several conservative <br /> assumptions including <br /> ' + the regional rainfall recharge rate for the area is 14 inches/year, despite the majority of <br /> the site is paved, <br /> + The TPH/D concentration in soil, is 28,000 mg/kg, the highest reported concentration <br /> of TPH/D, <br /> ' • The ratio of naphthalene to TPH/D is 0 002, the highest ratio reported, <br /> ' • The nearest domestic water supply which is screened at 200 to 500 feet bgs, <br /> approximately 3,000 feet north of the site <br /> • No adsorption of naphthalene, and <br /> + No biological degradation of naphthalene <br /> Given these assumptions the model concluded that dilution and dispersion would reduce the <br /> concentration of naphthalene in soil leachate by a factor of 0 0061 prior to reaching the nearest domestic <br /> rgroundwater well In other words, a concentration of 1 mg/L naphthalene in soil pore-water at the site <br /> would be diluted to 0 0061 mg/L naphthalene in the nearest domestic well after moving to 200 feet bgs, <br /> and 3000 feet to the north The rate of transport of naphthalene in soil pore water to the domestic water <br /> supply would require approximately 250 years to reach this domestic well, assuming no degradation <br /> When adsorption of naphthalene to soil is considered, a concentration of 21,000 mg/kg TPH/D in soil <br /> on site would result in a naphthalene concentration at the applied action level, 0 018 mg/L with a <br /> TPHID-to-naphthalene ratio of 0 002, again assuming no degradation The applied action level set by <br /> SAC36 00 6 <br />
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