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%Moll' <br /> For soil residual TPHD assuming 2707 in&,/kg, <br /> (2707 mf* g x 12( 1101' x 3,500 ft')— lb./6.8 gal. = 167 gal, TPHD <br /> Due to a calculation error revealed in this review, this, residual TPHI) and TPHG reported in the <br /> previous CSRNFAR are revised to the above estimated amounts. Benzene and.MTBE were not <br /> detected in the chemical analysiq of any soil sample so there is no Benzene or M.TBE residual <br /> soil contaminant. <br /> A 2003 reconnaissance groundwater sample at B-3 showed TPHG at 34,000 micrograms per liter <br /> (ug/1) and TPHD at 750,000 ug/l. However by August 2009 monitoring Tl1T-IG and TPHD were <br /> not detected in any monitoring well. including MW-2 adjacent to the B-3 location.. The TPHG <br /> and TP1-ID concentration changes are interpreted as being degraded from natural subsurface <br /> biologic degradation processes. However if a calculation estimate used the detection limit of 50 <br /> ug/1 in groundwater assuming an aquifer area of roughly 3,500 cubic feet, and an effective <br /> porosity of 25%, <br /> (50 ug/l x 0.25 x 3,500 W)-- 0.0004 gal. forTPHD and TPHG <br /> On that basis the estimate calculation of both TPHG and TPHD is essentially zero gallons. <br /> Neither Benzene nor MTBE was detected in any water sample and those residuals are also zero. <br /> 2.0 Presence of Chloroform and Dichlorodifluoromethane <br /> Wright notes that there was no petroleum fuel contamination in MW-3 for the three sample <br /> events. <br /> The monitoring,well sample analyses for VOCs have revealed very low levels of Chloroform and <br /> Dichlorodifluoromethane in the upgradient and down gradient monitoring wells, The UST <br /> contaminants from the Sixth Street source were TPHG and TPHD fuel, The area around Delta <br /> Disposal has historically been used for industrial/commercial and railroad use. Since these <br /> compounds are detected in the -up gradient and down gradient wells are about the some <br /> concentrations, they are interpreted to be from a regional and/or offsite source in groundwater. <br /> The highest levels of Chloroform and Dichlorodifluoromethane observed in 2003 are 2.6 and 4.5 <br /> ug/1 respectively. The reported concentration of Chloroform is below the current RWQCB <br /> Water Quality Goals Maximurn Contaminant Levels (MCLS, 2007 and 2009 revisions) of 80 <br /> ug/l. There is no MCL currently listed for Dichlotodifluoromethane. However, a Drinking <br /> Water Level of 1,400 ug/I is listed as a USEPA Integrated Risk Information System Reference <br /> .Dose, and the Suggested No Adverse Response Level of 1,000 ugil. <br /> 3.0 Soil Vapor Potential Risk Evaluation <br /> Wright performed the site assessment under EHD approved work plans, and prepared this CSR <br /> at the direction of a September 24,2009 EHD request. No soil vapor samples were taken during <br /> the work, and the CSR request was made on the basis of the existing investigation and <br /> Page 2 of 4 <br />