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Case Closure Report <br /> Former Tosco(Unocal) SS No 5421, Stockton,California <br /> July 8, 1998 <br /> MW-2, all analytes were reported as non detected for TPH as gasoline, BTEX, MtBE, and <br /> the five additional oxygenates The site monitoring wells have been non detect since the <br /> December 1995 sampling event <br /> Based on historical monitoring data collected through December 1997, no evidence of <br /> free product or sheen has been observed in any of the wells, and a consistent groundwater <br /> flow direction (northeast) has been verified at the site <br /> Geology and HydrogeoIogy <br /> During the drilling and exploratory borings EBI through EB4, groundwater was <br /> encountered at depths of 58 0 to 58 5 feet bgs In the four existing monitoring wells <br /> (MW-1 through MW-4) at the site, the measured depth to groundwater on June 22, 1992, <br /> ranged between 56 63 and 57 43 feet bgs Based on water level data gathered on June 22, <br /> 1992, the groundwater flow direction at the site appears to be to the east-southeast <br /> The subject site is located adjacent to the Sacramento-San Joaquin delta in the Central <br /> Valley geomorphic province The Central Valley is a large, northwest-trending, <br /> asymmetric structural trough that has been filled with as much as six vertical miles of <br /> sediment in the San Joaquin Valley Based on review of regional geologic maps (U S <br /> Geological Survey Miscellaneous Field Studies Map MF-1401 "Geologic Maps of the <br /> Sacramento-San Joaquin Delta, California" by Brian F Atwater, 1982), the subject site is <br /> underlain by Holocene and/or upper Pleistocene alluvium identified as Alluvium of <br /> Calaveras River and vicinity (Qcr) The Calaveras River alluvium was deposited by the <br /> Calaveras River, Bear Creek, and several lesser streams, and has not been described in <br /> detail <br /> The results of our subsurface study indicate that the site is underlain by fill materials that <br /> are about 0 5 to 2 5 feet thick, except in the vicinity of MW-3 at the former fuel tank pit <br /> where pea gravel backfill materials were encountered to a depth of approximately 27 feet <br /> below grade The fill is in turn underlain by alluvium to the maximum depth explored <br /> (75 feet below grade) <br /> The unsaturated zone beneath the site is approximately 58 feet thick and consists <br /> predominantly of clayey silt and/or silt, silty clay, sand, silty sand and sandy gravel, in <br /> order of decreasing abundance Mostly silt and sand units characterize the base of the <br /> unsaturated zone <br /> The first water bearing unit beneath the site (first aquifer) consists largely of silty sand <br /> and sand with slightly lesser amounts of clayey silt and silt. Silty clay, clayey silt and <br /> silty sand characterize the units immediately below the water table <br /> i <br /> 140162 03 11 <br />