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Rausser Property Page 10 of 14 <br /> Our Project Number: E07121A <br /> August S, 2007 <br /> Table 2 <br /> San Joaquin County Soil Survey <br /> Selected Soil Properties of On-Site Soils. <br /> I' <br /> San Joaquin 0-12 Loam; CL-ML, ML <2 5.6 - 6.5 0.6 - 2.0 Severe: <br /> loam, thick 12-26 Sandy clay loam; SC <2 6.1 - 7.3 0.2 - 0.6 cemented <br /> surface, 0- 26-35 Clay loam, clay; CL <2 6.1 - 7.8 <0.06 pan, peres <br /> 2% slopes 35-60 Indurated --- --- --- slowly <br /> 240. <br /> San Joaquin 0-16 Loam; CL-ML, ML <2 5.6-6.5 0.6-2.0 Severe: <br /> loam 16-26 Clay loam, clay; CL <2 6.1-7.8 <0.06 cemented <br /> Complex, 0-2 26-60 Indurated --- --- --- pan, peres <br /> % slopes slowly <br /> 241 <br /> Note: The table descriptions do not necessarily reflect site-specific soil properties. <br /> 5.1 Soil Boring Locations <br /> One shallow boring to a depth of approximately three feet was advanced on each parcel <br /> of the site for a total of two percolation test borings. The soil borings were used later <br /> for percolation test holes; the locations of the borings are indicated on Plate 1. <br /> 5.2 Soil Boring Dimensions <br /> The soil borings were approximately three feet deep, as noted above, and were four <br /> inches in diameter. <br /> 5.3 Soil Lithology Observed <br /> Generally, the soil encountered in the boring is similar to the soils reported by the San <br /> Joaquin County Soil Survey for the area (USDA, 1992). <br /> 5.4 Discussion of Soil Lithology <br /> A percolation test is the best method to determine the suitability of the soils. Please <br /> see the next section for percolation test results. Generally speaking, coarser-grained <br /> soils have much greater potential for good percolation than fine-grained or cemented <br /> soils. <br /> ` 902 Industrial Way•Lodi,CA 95240•209.367.3701 •Fax 209.369.4228 02007 Nei(O.Anderson&Associates,Inc. <br />