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Soil Profile and Geologic Information <br /> The Site is depicted on the Preliminary Geologic map of Cenozoic Deposits of the <br /> Bellota Quadrangle, California (Marchand and Atwater, 1979). The Site is depicted <br /> within the Laguna Formation map unit, with a small area on its eastern side falling within <br /> the North Merced Gravel map unit (Plate 7). The Laguna Formation is described as <br /> "arkosic gravel, sand, and silt with some interbedded volcanic detritus derived from the <br /> Mehrten Formation." The North Merced Gravel map unit is described as "thin, locally- <br /> derived pediment gravel cappings over Tertiary deposits." <br /> The surface and near surface soils located at the Site are reported by the USDA Web <br /> Soil Survey to be composed of Redding gravelly loam and Redding loam (Plate 8) <br /> (USDA, 2009). The table below presents some selected 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 /> Symbol (in) Classification mmhos/cm pH (in/hr) fields <br /> Redding 0-6 Loam; CL-ML, CL <2 5.1-6.5 0.6-2.0 Severe: <br /> loam, 0-3% 6-27 Loam, clay loam, <2 5.1-6.5 0.2-0.6 cemented <br /> slopes, gravelly loam; CL-ML, pan <br /> 219 CL <br /> 27-30 Clay loam, clay, <2 5.1-6.5 <0.06 <br /> gravelly clay; CL, CH <br /> 30-60 Indurated --- --- <br /> Redding 0-7: Gravelly loam; SC, SC- <2 5.1 -6.5 0.6 -2.0 Severe: <br /> gravelly SM, GC, GM-GC. cemented <br /> loam, 2-8% 7-16: Gravelly loam, gravelly <2 5.1 - 6.5 0.2 - 0-6 pan <br /> slopes, 220. clay loam; CL, CL-ML, <br /> GC, GM-GC <br /> 16-22: Clay, clay loam, CH, CL <2 5.1 - 6.5 <0.06 <br /> 22-60: Indurated <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 September 2 through 6, 2011, Live Oak excavated one shallow soil boring on each <br /> of the proposed parcels on the Site for the purpose of conducting percolation tests (two J; <br /> borings total). The borings were four inches in diameter, 3.10 and 3.20 feet deep, and <br /> were excavated by hand auger (Table 2). The boring locations are indicated on Plate 2. j <br /> The soil in the borings was similar though less clayey than that described by the Soil <br /> Survey. For boring P1 the soil was cemented reddish brown silty, sandy gravel for the <br /> full depth of the hole. For boring P2, the same soil was present to 2 feet depth, after <br /> LOGE 1104 Page 5 <br />