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Water Sample <br /> Because the wells on the Site are not operational at this time, no water sample was <br /> collected for this study. <br /> Soil Profile and Geologic Information <br /> The Site is depicted on the San Jose sheet of the Geologic Map of California (California <br /> Division of Mines and Geology, 1966). The Site is depicted within map units of recent <br /> Great Valley fan deposits and Pleistocene nonmarine deposits (Plate 7). <br /> The surface and near surface soils located at the Site are reported by the USDA Web <br /> Soil Survey to be composed of Exeter sandy loam, Honcut sandy loam, and Madera <br /> sandy loam (Plate 8) (USDA, 2012). The table below presents some selected <br /> properties 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 /> (in) Classification mmhoslcm <br /> Symbol pH (in/hr) fields <br /> Exeter 0-26: Sandy loam, SM, SC- <2 6.1 -7.3 0.6-2.0 Severe: <br /> sandy loam, SM cemented <br /> 0-2% 26-33: Sandy clay loam, clay <2 6.6- 7.8 0.6-2.0 pan, peres <br /> slopes, 157 loam, loam; CL, SC slowly <br /> 33-60. Indurated --- --- -- <br /> Honcut 0-21 Sandy loam; SM <2 6.1-7.3 2.0-6.0 Slight <br /> sandy loam, 21-60 Coarse sandy loam, <2 6.1-7.8 2.0-6.0 <br /> 0-2% sandy loam, SM <br /> slopes, 175 <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 /> Note:The table descriptions do not necessarily reflect site-specific soil properties. <br /> 'See description of the map unit for composition and behavior characteristics of the map unit. <br /> Soil Borings <br /> On August 19, 2011, Live Oak excavated one shallow soil boring on the Site for the <br /> purpose of conducting a percolation test. The boring was four inches in diameter, 3.22 <br /> feet deep, and was excavated by hand auger. The location of the boring is indicated on <br /> Plate 9. <br /> LOGE 1123 Page 4 <br />