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3164 Gold Camp Drive <br /> Delta Suite 200 <br /> /�. Rancho <br /> Cardona CA 95670 <br /> Enviranmental 916/638 2085 <br /> Consultants,Inc FAX 9161638-8385 <br /> August 20, 1997 <br /> Ms Marla D Guensler <br /> Exxon Company, U S A <br /> 2300 Clayton Road, Suite 640 <br /> Concord, California 94520 <br /> Subject Pilot Testing Results and Proposed Remedial Action Plan <br /> Former Exxon Service Station No 7-3708 <br /> 2705 Country Club Boulevard <br /> Stockton, California <br /> Delta Project No D093-809 <br /> Dear Ms Guensler <br /> Delta Environmental Consultants, Inc (Delta), has been authorized by Exxon Company, U S A <br /> (Exxon), to install one sod vapor extraction (SVE) well, conduct a pilot test, and propose a remedial <br /> action plan for Exxon Service Station No 7-3708 located at 2705 Country Club Boulevard, Stockton, <br /> San Joaquin County, California (Figure 1) This report describes the work performed in accordance <br /> with Delta's Proposed Additional Hydrogeologic Investigative Work (work plan), dated <br /> February 27, 1997, as approved by the San Joaquin County Environmental Health Division <br /> (SJCEHD) A copy of the SJCEHD approval to the work plan, SVE well permit, and San Joaquin <br /> Valley Unified Air Pollution Control District approval letter, are included in Enclosure A <br /> Proiect Background Information <br /> In August 1991, Delta installed three on-site ground water monitoring wells (MW-1 through MW-3) to <br /> evaluate the extent of petroleum hydrocarbons in soil and ground water beneath the site Three <br /> additional wells (MW-4 through MW-6) were installed off-site (downgradient) in February 1992 In <br /> March 1994, two additional ground water monitoring wells (MW-7 and MW-8) were installed to <br /> assess the up and cross-gradient extent of dissolved petroleum hydrocarbons in ground water The <br /> location of the monitoring wells are shown in Figure 2 <br /> The soil types encountered consist of sands, silts, and clays in variable compositions Analytical <br /> results for collected soil samples are summarized in Table 1 The ground water table has been present <br /> at approximately 6 to 17 feet below surface grade (bsg) with observed seasonal fluctuations (Table 2) <br /> The direction of ground water flow beneath the site has consistently been toward the northeast with a <br /> gradient of less than 0 01 (Figure 3) <br /> Quarterly ground water sampling has been conducted at the site since August 1991 Since the last four <br /> quarters, benzene, toluene, ethylbenzene, and total xylenes, (BTEX) have ranged from below the <br /> laboratory analytical method detection limit of 0 5 micrograms per liter (1tg/L) in several wells to <br /> 580 Etg/L in the ground water sample collected from monitonng well MW-3, in July 1996 (Table 2) <br /> Petroleum hydrocarbon constituents in ground water samples collected from monitoring wells MW-1, <br /> Providing a Competitive Edge <br />