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x. <br /> City of Stockton TL# 394-0028-02 <br /> March 10, 1994 Page 2 <br /> An air solid waste assessment test (Air-SWAT) was performed by <br /> Mandeville & Associates, a division of Kleinfelder, Inc. in the <br /> summer of 1988. The Air-SWAT reported that methane was present at <br /> concentrations greater than the lower explosive level with trace <br /> concentrations of volatile organic compounds. Samples collected <br /> from probes driven around the perimeter of the landfill were <br /> analyzed for methane concentration. A maximum concentration of 120 <br /> parts per million (ppm) was detected in one probe. Methane <br /> concentrations in the remaining three probes were measured below 40 <br /> ppm. <br /> 3.2 Geologic and Hydrologic Characteristics <br /> 3.2 . 1 Geology <br /> The site is located in the northern portion of the San Joaquin <br /> Valley which comprises the southern segment of the larger Great <br /> Valley. The Great Valley is an asymmetrical synclinal trough <br /> interrupted by two major surface cross structures: the Stockton <br /> fault in the Stockton arch and the White Wolf fault in and south of <br /> the Bakersfield arch. The Stockton fault is located approximately <br /> 1/4 to 1/2 mile southeast of the site, trending northeast. <br /> The Great Valley has been filled with a sequence of older to <br /> younger alluvium of Pliocene to Holocene age which overlie <br /> sedimentary rocks of Cretaceous to Tertiary age. These sedimentary <br /> units, in turn, overlie a crystalline basement of Paleozoic and <br /> Mesozoic metamorphic and igneous rocks. The shallow subsurface <br /> geology in the site vicinity consists of a heterogeneous mix of <br /> gravel, sand, silt, and clay (Norris and Webb, 1990) . <br /> 3.2 .2 Hydrology <br /> Sediments containing fresh groundwater are largely unconsolidated <br /> silts and sands derived from river channel, flood plain, and <br /> alluvial fan deposits of Pliocene to Recent age (Davis and others, <br /> 1959) . <br /> First encountered groundwater in the site vicinity occurs under <br /> unconfined (water table) conditions at a depth of approximately 50 <br /> to 60 feet BSG and generally flows to the east (Personal <br /> Communication with Mr. John Fukumoto of the City of Stockton) . <br /> Local groundwater flow may be influenced by pumping of water wells <br /> and recharge from various sources . The effect of these influences <br /> on groundwater beneath , the site is beyond the scope of this <br /> investigation. <br /> 3.3 Project History <br /> The French Camp Landfill was used previously as a burn dump for <br /> agricultural vegetative matter. This project is the initial step <br /> toward compliance with Subtitle D. <br />