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f S E C 0 R <br /> Conceptual Site Model <br /> Chevron Service Station #9-6171 <br /> March 25,2005 <br /> Page 35 <br /> groundwater contained in the B-Zone Aquifer Is also contaminated, and is separated from <br /> the deepest C-Zone Aquifer by a laterally continuous low-permeability aquitard The C- <br /> Zone Aquifer is uncontaminated Petroleum hydrocarbons from the former Regal/EXXON <br /> stations, the active Shell station and the active Canepa's Carwash may have migrated <br /> downgradient to the area beneath the Chevron service station Petroleum hydrocarbons <br /> may have also migrated downgradient, through the A-Zone Aquifer, and then been <br /> transported to the deeper B-Zone Aquifer when a cracked well casing acted as a conduit or <br /> when a gap was encountered in the low permeability aquitard separating the two aquifers <br /> There has been no historical need to install a soil vapor extraction system (SVE) on the <br /> Chevron property, because concentrations of TPHg, benzene, and MtBE have been <br /> encountered in shallow soils where natural attenuation was considered effective <br /> remediation However, there is reported documentation of an operational SVE system on <br /> the Shell property, an operational SVE system (offline from 2002-2004) on the Canepa's <br /> property, and an SVE system on the Regal/EXXON property that was scheduled to be shut <br /> down in 2001 pending closure from San Joaquin County Currently, there is an offsite <br /> remediation system operating to remediate chlorinated solvents from the A-Zone and 13- <br /> Zone Aquifers <br /> 92 Secondary Sources <br /> Several other gasoline service stations are located within one half mile cross-gradient of the <br /> Chevron service station, all of which have documented petroleum hydrocarbon <br /> contamination and remediation <br /> 9.3 Potential Receptors <br /> Approximately sixteen City of Stockton Water Department or the California Water Service <br /> Company municipal drinking water wells, at least fifty-five privately owned groundwater <br /> monitoring wells, and at least seventeen privately owned domestic wells were identified <br /> within a one mile radius of the site Twenty-four wells are located less than one half mile <br /> upgradient from the site Thirty-two wells are located less than one half mile downgradient <br /> from the site (The EDR Radius Map Report, 2004) Additional receptors include future <br /> Ionsite construction workers and businesses <br /> 94 Routes of Exposure <br /> Potential routes of exposure Include ingestion of soil and groundwater, dermal contact of <br /> soil and groundwater, and inhalation of soil vapors Due to the depth of groundwater of <br /> approximately 38 62 feet bgs, ingestion and dermal exposure to groundwater Is not a <br /> complete pathway No recent chemical analytical data on near surface soils exists <br /> Therefore, ingestion of and dermal exposure to near surface soils by future construction <br /> activities Is possibly a complete pathway <br /> N IFdes\Projects\Chevron\Retaiil#9-6171\Site Conceptual Model\FINAL_CSM doc <br />