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Soil Profile and Geologic Information <br /> The Site is depicted on the Geologic map of the San Francisco-San Jose quadrangle, <br /> California (Wagner, et al., 1991) within a map unit of the Riverbank formation (Plate 9). <br /> The surface and near surface soils located at the Site are reported by the USDA Web <br /> Soil Survey to be composed of Madera sandy loam, Alamo clay, and Madera-Alamo <br /> complex (Plate 10) (USDA, 2020). The table below presents some selected properties <br /> of these soils: <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 /> Alamo clay, 0-12 Clay; CH <2 6.1 - 7.8 0.06 - 0.2 Severe: <br /> 0-2% 12-33 Clay; CH <2 6.6 - 8.4 <0.06 cemented <br /> slopes, 33-60 Indurated --- --- --- pan, <br /> 102 wetness. <br /> Madera 0-19 Sandy loam; SM <2 5.6-7.3 2.0-6.0 Severe: <br /> sandy loam, 19-23 Sandy clay loam; SC <2 6.1-7.3 0.2-0.6 cemented <br /> 0-2% 23-29 Clay, clay loam; CL, CH, <2 6.6-8.4 <0.06 pan, peres <br /> slopes, 193 SC slowly. <br /> 29-60 Indurated <2 --- --- <br /> Madera- Madera Severe: <br /> Alamo 0-10 Sandy loam; SM <2 5.6-7.3 2.0-6.0 cemented <br /> complex, 10-20 Clay, clay loam; CL, CH, <2 6.6-8.4 <0.06 pan, peres <br /> leveled, 0- Sc slowly. <br /> 1% slopes, 20-60 Indurated <2 --- --- <br /> 195 <br /> Alamo Severe: <br /> 0-12 Sandy loam, SM <2 6.1-7.3 0.6-2.0 cemented <br /> 12-25 Clay; CH <2 6.1-7.8 <0.06 pan, <br /> 25-34 Clay; CH <2 6.6-8.4 <0.06 wetness, <br /> 34-60 Indurated --- --- --- peres slowly <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 /> Soil Borings <br /> On November 10 through 23, 2020, Live Oak excavated shallow and deep soil borings <br /> on each parcel of the Site for the purpose of percolation testing. The borings were four <br /> inches in diameter, 3.36 to 13.1 feet deep, and were excavated by hand auger. <br /> The locations of the borings are indicated on Plate 11. <br /> LOGE 20-54 Page 4 <br />