Laserfiche WebLink
formation upper unit (Plate 9). The Riverbank formation is described as "arkosic alluvium, <br /> sand ... and silt, forming terraces, and alluvial fans along the Cosumnes and Mokelumne <br /> Rivers." <br /> The surface and near surface soils located at the Site are reported by the USDA Web <br /> Soil Survey to be composed of San Joaquin loam (Plate 10) (USDA, 2022). The table <br /> below presents some selected properties of this soil: <br /> Table 1. Selected Properties of On-Site Soils (USDA, 1992) <br /> Soil Name and Depth Unified Soil Salinity Soil Perme Septic tank <br /> Map Symbol (in) Classification mmhos/cm Reaction -ability absorption <br /> pH (in/hr) fields <br /> San Joaquin loam, 0-16 Loam; CL-ML, ML <2 5.6-6.5 0.6-2.0 Severe: <br /> 0-2% slopes, 16-26 Clay loam, clay; CL <2 6.1-7.8 <0.06 cemented pan, <br /> 238 26-60 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 October 19, 2022, Live Oak excavated a shallow soil boring near the proposed septic <br /> disposal areas for the new houses on the Site. The boring was 4 inches in diameter, 2.13 <br /> feet deep, and was excavated by hand auger (Table 2). The location of the boring is <br /> indicated on Plate 11. <br /> The soil in the boring was similar to that described by the Soil Survey. Sandy silt was <br /> encountered to a depth of 6 inches, followed by silty clay with very fine sand to the full <br /> depth of the hole. The soil log is presented on Plate 12. <br /> Discussion of Soil Lithology <br /> Based on the soil observed in the boring, there appears to be limited potential for <br /> percolation in the shallow soil zone. Sandy soils generally have a much greater potential <br /> for percolation than fine-grained or cemented soils. However, a percolation test is the <br /> only accepted method for determining the suitability of the soils for a septic disposal area. <br /> Percolation test results are discussed in the following section. <br /> Percolation Test <br /> A shallow percolation test was conducted at the test location. The soil boring discussed <br /> above was used for the percolation test hole. Percolation test procedures conformed to <br /> San Joaquin County Environmental Health Department policy. <br /> LOGE 2245 Page 5 <br />