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• PHYSICAL SETTING <br /> Topography <br /> The elevation of the Site, according to a United States Geological Survey topographic <br /> map, is approximately 75 feet above mean sea level (Plate 3). The Site is relatively flat. <br /> Geology <br /> The Site is mapped on the Geologic map of the San Francisco-San Jose Quadrangle <br /> (Wagner, et. al., 1991). It is depicted within a map unit of alluvial fan deposits (Plate 4). <br /> Soil Analysis <br /> Chemical and Physical Properties of the Soil <br /> The surface and near surface soils located at the Site are reported by the Web Soil <br /> Survey (USDA, 2018) to be composed of Capay clay, wet (Plate 5). The table below <br /> presents some selected properties of this soil: <br /> Table 1. Selected Properties of On-Site Soils (USDA, 1992) <br /> • Soil Name Depth Unified Soil Salinity Soil Perme- Septic tank <br /> and Map Reaction ability absorption <br /> Symbol (in) Classification mmhos/cm pH (in/hr) fields <br /> Capay Clay, 0-20: Clay; CH, CL <4 6.6 - 8.4 0.06 - 0.2 Severe: <br /> wet, 0-2% 20-44: Clay, silty clay: CH, CL <4 6.6 - 8.4 0.06 - 0.2 peres slowly <br /> slopes, 121 44-60: Silty clay loam, clay <4 6.6 - 8.4 0.06 - 0.2 <br /> loam: CL <br /> Note: The table descriptions do not necessarily reflect site-specific soil properties. See description of the map unit for <br /> composition and behavior characteristics of the map unit. <br /> Live Oak inspected the on-site soil near the proposed new residential area on June 6, <br /> 2018. The surface and near-surface soils were found to be silty clay. <br /> Mass Transport Soil Properties <br /> The soil type will allow limited infiltration of water through the surface soils. <br /> The longer the effluent remains near the surface, the more biologic treatment may <br /> occur. In a situation where permeable soils exist to the depth of the ground-water <br /> aquifer, it is possible that any remaining surface contaminants may be transported to <br /> the first saturated zone of the aquifer. <br /> • LOGE 1833 Page 2 <br />