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Fire Station No. 12 TL A68105.01 <br /> March 10, 1995 Page 2 <br /> 3.0 BACKGROUND <br /> A description of the site, the geologic and hydrologic characteristics, and the project history <br /> are summarized in the following subsections. <br /> 3.1 Site Description <br /> The site is located at 4010 East Main Street in the southeastern portion of Stockton, <br /> California (Drawing 1). - <br /> r3.2 Geologic and Hydrologic Characteristics <br /> 3.2.1 Geology <br /> The site is located on the northern boundary of the San Joaquin Valley which comprises the <br /> southern segment of the larger Great Valley. The Great Valley is an asymmetrical synclinal <br /> trough interrupted by two major surface cross structures: the Stockton Fault in the Stockton <br /> Arch and the White Wolf Fault in and south of the Bakersfield Arch. The Stockton Fault <br /> is located approximately 1/8 mile to the north. <br /> The Great Valley has been filled with a sequence of older to younger alluvium of Pliocene <br /> to Holocene age which overlie sediment rocks of Cretaceous to Tertiary age. These <br /> g �' rY g <br /> sedimentary units, in turn, overlie a crystalline basement of Paleozoic and Mesozoic <br /> metamorphic and igneous rocks. The shallow subsurface geology in the site vicinity consists <br /> of a heterogeneous mix of gravel, sand, silt, and clay (Hackel, 1966). <br /> Based on field notes taken during the reifioval of product piping on April 22, 1994, soils <br /> encountered at the site consisted of silty sand and sandy silt to a depth of approximately five <br /> feet. <br /> 3.2.2 Hydrology <br /> Sediments containing fresh groundwater are largely unconsolidated silts and sands derived <br /> from river channel, flood plain, and alluvial fan deposits of Pliocene to Recent age (Davis <br /> and others, 1959). <br /> First encountered groundwater in the site vicinity occurs under unconfined (water table) <br /> ' conditions. According to the San Joaquin County Public Health Services Environmental <br /> Health Division (PHS/EHD), the expected seasonal high depth to groundwater is <br /> approximately 50 feet below site grade (BSG). Local groundwater flow may be influenced <br /> by pumping of water wells and recharge from various sources. The effect of these influences <br /> on groundwater beneath the site is beyond the scope of this investigation. <br />