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• The laboratory analytical results are attached as Appendix 5 of this report. <br /> _Soil Profile and Geologic Information <br /> The Site is mapped on the Preliminary geologic map showing Quaternary deposits of <br /> the Lodi quadrangle, California (Marchand and Atwater, 1979). It is depicted within a <br /> map unit of Holocene alluvium, described as "channel, levee, and floodplain deposits; <br /> chiefly silt and clay with fine sand along principal drainageways" (Plate 8). <br /> The surface and near surface soils located at the Site are reported by the Web Soil <br /> Survey (USDA, 2018) to be composed of Columbia fine sandy loam, drained (Plate 9). <br /> The table below presents some selected properties of this soil: <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 (in) Classification mmhos/cm Reaction ability absorption <br /> Symbol pH (in/hr) fields <br /> Columbia 0-12. Fine sandy loam, SM, <2 6.1 - 7.8 2.0 -6.0 Moderate: <br /> fine sandy SC-SM flooding, <br /> loam, 12-60: Stratified sand to silt <2 6.1 - 7.8 2.0 - 6.0 peres <br /> drained, 0- loam, SM slowly. <br /> • 2% slopes, <br /> 130 <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 January 10, 2018, Live Oak excavated a shallow soil boring on each proposed <br /> parcel of the Site for the purpose of conducting percolation tests. The borings were four <br /> inches in diameter, 3.02 and 3.12 feet deep, and were excavated by hand auger (Table <br /> 2). The locations of the borings are indicated on Plate 10. <br /> The soil in the borings was much more clayey than that described by the Soil Survey. <br /> At location P1, silty, organic clay was encountered to a depth of 2.5 feet, followed by <br /> silty sand. At location P2, organic clayey silt was encountered to a depth of 1.5 feet, <br /> followed by silty, organic clay to a depth of 3.0 feet, followed by silty clay to the full <br /> depth of the hole and adjacent 10-foot ground-water boring. The soil logs are presented <br /> on Plates 11 and 12. <br /> Discussion of Soil Lithology <br /> Based on the soil observed in the borings, there appears to be moderate to good <br /> potential for percolation at the test locations. Sandy soils generally have a much <br /> • greater potential for percolation than fine-grained or cemented soils. However, a <br /> LOGE 1801 Page 5 <br />