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i <br /> i= Geomatrix <br /> i <br /> The Facilities are located within the San Joaquin Hydrologic Basin (DWR, 1975). The <br /> hydrogeologic units consist of consolidated rocks of the Victor Formation, the Laguna <br /> Formation, and the Mehrten Formation, and unconsolidated deposits composed of fluvial, <br /> lacustrine, and marsh deposits. The unconsolidated deposits are the main water-bearing <br /> formations in the basin. Regional groundwater flow in this area is reportedly to the north, <br /> northwest, and northeast (San Joaquin County Flood Control and Water Conservation <br /> District, 1999). <br /> 3.2 SITE-SPECIFIC <br /> Site-specific lithologic and hydrogeologic information for the Facilities are presented in the <br /> following subsections. <br /> 3.2.1 Lathrop Facility <br /> At the Lathrop Facility, soil was reported to be composed of interbedded silty sand, sandy silt, <br /> and clayey silt from ground surface to a depth of approximately 20 feet. During the installation <br /> of groundwater monitoring wells LPW-1, LPW-2, and LPW-3 groundwater was reportedly <br /> encountered in the well borings at depths between 19 and 21 feet in sand (borings LPW-1 and <br /> LPW-3) and clayey sand (boring LPW-2). Below the sandy soils, a clayey silt and silty clay <br /> was reported at depth of approximately 22.5 feet (boring LPW-3) and 26 feet(boring LPW-2). <br /> At the Lathrop Facility, groundwater monitoring data indicated a groundwater flow direction to <br /> the northeast at a gradient between 0.003 feet/foot (ft/ft) and 0.005 ft/ft (URS,May 2004). <br /> Although the measured groundwater elevations in June 2005 were approximately 4 feet higher <br /> than the elevations reported for the November 2004 event, the groundwater flow direction was <br /> similar to the historical monitoring results. In June 2005, the groundwater gradient was <br /> reported 0.004 ft/ft with a flow direction to the north-northeast (Geomatrix 2005). <br /> 3.2.2 French Camp Facility <br /> At the French Camp Facility, soil was reported to be composed of interbedded silty sands, <br /> clayey silts, and silty clays to a depth of approximately 28 feet. During the installation of <br /> groundwater monitoring wells FCW-1, FCW-2, and FCW-3 groundwater was reportedly <br /> encountered in the well borings below depths of approximately 26 and 28 feet in sand(boring <br /> FCW-1), silty sand to sand(boring FCW-2), and silty sand(boring FCW-3). In boring FCW-3, <br /> sandyclay and clayey silt was encountered at a depth of approximately 28.5 feet. <br /> PAI 0626.000.0\Docs\MLT Soil Work Plan.doc 5 <br />