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ARCHIVED REPORTS_REPORT ON SOIL VAPOR SAMPLING AND HUMAN HEALTH RISK ASSESSMENT DEC 2010
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ARCHIVED REPORTS_REPORT ON SOIL VAPOR SAMPLING AND HUMAN HEALTH RISK ASSESSMENT DEC 2010
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Last modified
4/2/2020 4:46:55 PM
Creation date
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EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
REPORT ON SOIL VAPOR SAMPLING AND HUMAN HEALTH RISK ASSESSMENT DEC 2010
RECORD_ID
PR0522692
PE
2957
FACILITY_ID
FA0015465
FACILITY_NAME
FORMER MONTGOMERY WARDS AUTO SRV CTR
STREET_NUMBER
5400
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
10227008
CURRENT_STATUS
01
SITE_LOCATION
5400 PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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AECOM Report on Soil Vapor Sampling and Human Health Risk Assessment 3-4 <br /> specific information was used in the JE Model. Default input parameters, provided by DTSC (2005) <br /> and USEPA(2004),were used where site-specific information was not available.The model inputs <br /> are summarized in Table 4 (attached). Some of the key input parameters are also discussed below. <br /> The soil vapor exposure point concentrations(EPCS)used in the model are equal to the <br /> maximum detected soil vapor concentration of identified COPCs (i.e., benzene, C5-C8 <br /> aliphatics, C8-C10 aliphatics, and the TICS). The TICS were grouped into one of the carbon <br /> ranges for which CaIEPA(2009) has recommended toxicity values (Le., C5-C8 aliphatics and <br /> C9-C18 aliphatics)and then summed by sample date. The summed concentrations for each <br /> carbon range are shown in the table below. <br /> Tentatively Identified Constituents(TICs) <br /> Date C5-C8 Aliphaticsl C9-C18 Aliphaticsl <br /> (ppbv) (Ppb°) <br /> 5/202010 106,400 11,500 <br /> 9/92010 126,500 12,400 <br /> 10/20/2010 4,687 524 <br /> rTmnge. <br /> he sun of the detected results for TICS within the associated carbon fraction <br /> The site soil is comprised of clayey and sandy sift from the surface to approximately 40 to 45 <br /> feet bgs with the screens of the vapor wells located in silt to sandy silt at 5 to 6 feet bgs. <br /> Therefore, loam was used as the U.S. Soil Classification System (USCS)soil category that <br /> best described site soils, based on guidance in Table 11 of the JE Model User's Guide <br /> (USEPA, 2004). <br /> Soil geotechnical data, including soil dry bulk density, soil total porosity, and soil water-filled <br /> porosity were collected in May 2010 for the SV-1 location at 5 to 5.5 feet bgs and 5.5 to 6 feet <br /> bgs, and analyzed by Sierra Testing Laboratories. These data are provided in Attachment B <br /> of the Report of Soil Vapor Well Installation and Soil Vapor Sampling Activities, dated July 15, <br /> 2010 (AECOM,2010a). <br /> The depth below grade to bottom of enclosed space floor was set equal to 15 centimeters <br /> (cm),the JE Model default representative of a slab-on-grade building construction. The <br /> property owner oonfirmed that the building in question is slab-on-grade construction. <br /> The most current toxicity information available, as recommended by California EPA's OEHHA <br /> Toxicity Criteria Database(CaIEPA, 2009b)and chronic Reference Exposure Levels(RELs) <br /> (CaIEPA, 2008),were used to evaluate benzene.To evaluate the carbon ranges, including <br /> the TICS, toxicity values were obtained from CaIEPA's TPH Guidance (CaIEPA, 2009). It <br /> should be noted that the CaIEPA TPH Guidance has been withdrawn by the agency, <br /> however, it is being used in this evaluation for consistency with the previous evaluation. <br /> The JE Model spreadsheets are presented in Attachment C. <br /> December 15,2010 <br /> 6014657&M10 <br />
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