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1 <br /> Second Quarter 2002 Monitoring Sampling,and Interim Remediation Report 2 <br /> 16 7-Eleven Inc Store#19976 1399 North Main Street, Manteca, CA July 30 2002 <br /> Underground storage tank(UST) replacement and associated soil sampling activities were conducted in <br /> September 1996 Five samples were collected at depths of 15 feet below grade (bg) from beneath the <br /> USTs Sample analysis Indicated up to 0 93 milligrams per kilogram (mg/kg) benzene, 220 mg/kg TPH-G, <br /> ' and 0 35 mg/kg MTBE After overexcavation, analytical results of samples collected at the edge of <br /> excavation were mainly non-detectable Prior to backfilling the excavation, two horizontal vent lines were <br /> installed in the northern part of the tank pit floor at a depth of 11 to 11 5 feet bg (Figure 2) The vent lines <br /> are constructed of 4-inch Schedule 40 PVC piping, each line with 20 feet of screened Interval The lines <br /> are stubbed up inside a fiberglass box located in a planter east of the tank pit The new USTs were <br /> installed close to the location of the original USTs (Figure 2) <br /> A workplan for initial site assessment was requested in February 1998 by the SJCPHS Geoprobe soil <br /> ' borings GP-1 through GP-3 were subsequently installed on April 29, 1998 near the hydrocarbon source <br /> area (the UST pad and pump Island) (Figure 2) Nineteen soil samples were collected from depths <br /> ranging between 5 and 45 feet bg for analysis for BTEX, MTBE, and TPH-G (EPA Methods 8020/modified <br /> ' 8015) One sample from each soil boring was also analyzed for MTBE and other oxygenates using EPA <br /> Method 8260 <br /> ' Concentrations ranged up to 15 mg/kg benzene, 2,600 mg/kg TPN-G, and 27 mg/kg MTBE (EPA Method <br /> 801518020) Highest concentrations were detected in boring GP-3 at a depth of 35 feet bg Grab <br /> groundwater samples collected from the base of each boring were also analyzed for the same <br /> constituents and contained up to 5,800 micrograms per liter(pg/L) benzene and 290,000 pg/L TPH-G <br /> Dissolved MTBE levels ranged up to 3,700 pg/L (EPA Method 8260) (Table 1A) <br /> Additional assessment was requested by the SJCPHS in June 1998 Groundwater monitoring wells <br /> ' MW-1/1A, MW-2, and MW-3 were installed in September 1998 (Figure 2) Well MW-1/1A Es a dual-nested <br /> well completed to depths of 30 and 66 feet bg Soil samples collected during well installation contained up <br /> to 0 07 mg/kg benzene and 0 08 mg/kg MTBE Highest concentrations were at 20 and 25 feet bg <br /> (capillary fringe soils) in wells MWA and MW-2 <br /> Soil boring SB-1 and nested wells MW-4/4A and MW-5/5A were installed in May 1999, as requested by <br /> ' the SJCPHS, to provide additional lateral and vertical plume delineation (Figure 2) Soil boring SB-1 was <br /> installed to about 65 feet bg near the UST area, to evaluate the vertical extent of the plume The nested <br /> wells were installed to access the saturated zone at depths of 20-30 feet bg (MW-4 and M-5), and 45-50 <br /> ' feet bg (MW-4A and MW-5A) Soil sample data from boring SB-1 indicated that the base of the benzene, <br /> TPH-G, and MTBE/oxygenate plume Iles at between 40 and 55 feet bg, as evidenced by non-detectable <br /> ' concentrations of all constituents Samples from well MW-5 contained low levels of gasoline constituents <br /> from 30-35 feet bg, with no detectable concentrations at deeper depths <br /> 1997eQ22 DOC <br />