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S [EC ® 1R <br /> Y <br /> . Conceptual Site Model " 5 <br /> March 24, 2004 r <br /> Page 2 <br /> Stratigraphy is relatively consistent across the site The local geology consists of recent <br /> unconsolidated alluvial and fluvial deposits to approximately 60 feet below ground surface (bgs) <br /> These sediments are a mixture of co-deposited sands, silts and clays, principally sandy-silts and <br /> silty-clays Specifically, silt with sand or clay with silt to clayey silt strata to approximately 40 feet <br /> bgs, sandy to clayey silt strata from approximately 40 feet bgs to 50 feet bgs, sandy silt to silty strata <br /> from approximately 50 feet bgs to 80 feet bgs, sand to clayey slit strata were encountered below 80 <br /> feet bgs Generalized geological cross sections are Included as Figures 4 and 5 <br /> 2 2 Hydrogeology <br /> The Site is located in the Eastern San Joaquin County Groundwater Basin Groundwater in the area <br /> is for irrigation, domestic, industrial and, municipal use, and stock watering The principle source of <br /> groundwater in the area is the Tulare formation The Tulare formation is separated into three zones, <br /> the Upper Tulare Aquifer, the Corcoran Clay Layer, and the Lower Tulare Aquifer (USGS, 1998) <br /> �r <br /> The Upper Tulare Aquifer is generally encountered from approximately 5 feet bgs to 200 feet bgs <br /> The Corcoran Clay, consisting of low permeability silt and diatomaceous clay, is generally <br /> encountered at 200 feet bgs, has a maximum thickness of approximately 100 feet The Lower ? <br /> Tulare Aquifer (confined) lies below the Corcoran Clay No Aquitards or perched aquifers are likely <br /> based on regional geology(USGS, 1998) war <br /> zs <br /> 2.21 Groundwater Flow Rates and Directions <br /> Groundwater beneath the site generally flows to the northeast with gradients ranging from <br /> approximately 0 004 feet per foot (ftlft) to 0 03 ft/ft Groundwater flow gradient data diagrams <br /> showing historical gradient and flow directions are provided for the site and for the ARCO service <br /> station (northeast of site) as Figure 6 and 7, respectively = <br /> t <br /> 2 2 2 Groundwater Use <br /> s <br /> The San Joaquin groundwater basin underlies the site Beneficial uses of groundwater in the area 1 <br /> include municipal, irrigation, stock watering, process and service (SECOR, 2003a) <br /> Water wells within a one mile radius of the site and their approximate locations is presented within <br /> the EDR GeoCheck@ - Physical Setting Source Addendum, dated January 27, 2004, included in mrt <br /> Appendix A -Five supply wells were located between Y4 and y2 mile of the site San Joaquin County <br /> municipal water supply wells are typically screened in the Lower Tulare Aquifer <br /> 2 3 Surface Water <br /> The site is located approximately 2 '/4 miles east of the San Joaquin River, within the San Joaquin <br /> River Basin (Figure 1) The California Regional Water Quality Control Board - Central Valley Region <br /> (CRWQCB-CVR) defines the San Joaquin River basin as the area drained by the San Joaquin River, <br /> including all watershed tributaries to the San Joaquin River, and the Delta south of the Sacramento <br /> River and south of the American River Watershed Mormon Slough is located approximately 3,000 <br /> feet northeast of the site The Port of Stockton deep water channel is located approximately 1 '/4 <br /> miles north of the site <br /> I Cliovron192033\REPdRTSICSMICSM 92033(REV B)doc <br />