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URS <br /> Ms Vickie McCartney, REHS Page 2 <br /> San Joaquin County Environmental Health Department <br /> ARCO 2186 <br /> borings (B-3, B-7, and B-8) were converted to dual-completion vapor extraction wells (VW-1 <br /> through VW-3, respectively) <br /> October 1996 EMCON supervised the drilling of one vertical soil boring (B-9) B-9 was <br /> subsequently converted to monitoring well MW-4 <br /> • June—July 1999 Two 10,000-gallon and one 8,000-gallon double-walled fiberglass gasoline <br /> USTs, associated dispensers, and piping were removed from the site Two 20,000-gallon USTs <br /> were installed in the same cavity as the former USTs Pinnacle Environmental Consultants <br /> conducted compliance soil sampling activities for the tank pull Analysis of compliance soil <br /> samples indicated that total petroleum hydrocarbons as gasoline (TPHg), benzene, and methyl <br /> tertiary butyl ether (MtBE) contamination were present in the soil The excavation areas were <br /> backfilled with pea gravel <br /> • August 1999 The IT Group (IT) conducted a soil and groundwater assessment that Included <br /> two cone penetrometer test (CPT) borings (CPT-2 and CPT-3) on the eastern edge of the site <br /> and one CPT boring north of the site (CPT-1) Benzene and MtBE were detected in groundwater <br /> samples from CPT-2 No petroleum hydrocarbon compounds were detected in the groundwater <br /> samples collected from CPT-1 or CPT-3 <br /> September 2000 Delta Environmental Consultants (Delta) conducted an SVE test at the site <br /> Three separate 4-hour tests were conducted Soil vapors were extracted from wells VW-IA, <br /> VW-2A, and VW-3A The tests Indicated that extraction of soil vapors from these wells at 9 to <br /> 10 cubic feet per minute (efm), with 50 to 100 Inches of water column, resulted in a radius of <br /> influence between 34 and 45 feet The initial hydrocarbon mass extraction rates were calculated <br /> to be between 1 10 and 3 88 pounds of TPHg per day <br /> C August 2001 Delta Installed three groundwater monitoring wells (MW-5, MW-6, and MW-7) <br /> MW-5 is east of the site on American Street MW-6 and MW-7 are in Oak Park, across Alpine <br /> Avenue, to the northwest and northeast of the site <br /> ASSESSMENT ACTIVITIES AND FINDINGS <br /> In the letter from SJCEHD dated November 17, 2003 (Attachment A), an additional Investigation was <br /> requested to assess the vertical extent of petroleum hydrocarbon Impacts near the site USTs <br /> One deep onsite groundwater monitoring well (MW-8) w s installed in the dominant downgradient <br /> direction from the UST cavity (east-northeast) to assess the }t� l extent of petroleum hydrocarbon- <br /> Impacted groundwater beneath the site Og as VE well (VWt a installed to complete the SVE well <br /> (AW- t <br /> network at the site One AS well installed for use in conjunction with the site SVE wells in <br /> an AS/SVE pilot test A work plan for the pilot test will be prepared for submittal to SJCEHD <br /> The following paragraphs present a discussion of drilling and well installation, the subsurface <br /> conditions encountered, monitoring well development, well sampling and surveying, soil analytical data, <br /> groundwater analytical data, and soil and wastewater disposal <br /> • <br /> K MprocessV5 BP ARCO\0218612004 AssessmentlReport 04 doc <br />