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• DBCP is a nematocide and soil fumigant for vegetables and grapes. It is known to <br /> cause male reproductive effects and is classified as a probable human carcinogen. <br /> Most domestic use of DBCP was discontinued in 1977 through 1979. The US EPA set <br /> the MCL at 0.2 parts per billion (ppb, equivalent to µg/L) because it believes that given <br /> present technology and resources, this is the lowest level to which water systems can <br /> reasonably be required to remove this contaminant should it occur in drinking water. <br /> The Maximum Contaminant Level Goal (MCLG) for DBCP is zero. <br /> 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 Geologic Map of California: San Jose sheet (Rogers, 1966). <br /> It is depicted within a map unit of the Modesto formation (Plate 7). <br /> The surface and near surface soils located at the Site are reported by the Web Soil <br /> Survey (USDA, 2017) to be composed of Archerdale clay loam (Plate 8). 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 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 /> Archerdale 0 Severe: <br /> clay loam, 0-8: Clay loam; CL <2 6.6 - 7.3 0.2 - 0.6 <br /> 8-35: Clay loam, clay, silty <2 6.6 - 7.3 0.06 - 0.2 peres slowly <br /> 0-2/o clay loam, CL, CH <br /> slopes, 107 35-60: Clay loam, clay, silty <2 6.6 -7.3 0.06 - 0.2 <br /> clay loam; CL, CH <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 March 13, 2017, Live Oak excavated shallow and deep soil borings on the proposed <br /> homesite parcel of the Site for the purpose of conducting a percolation test. The <br /> borings were four inches in diameter, 3.34 and 10.88 feet deep, and were excavated by <br /> hand auger (Table 2). The location of the borings is indicated on Plate 9. <br /> The soil in the borings was similar to that described by the Soil Survey. Fat clay was <br /> encountered to a depth of 4.5 feet, followed by sandy clay with organic material a depth <br /> of 10.5 feet, then clayey fine sand to the full depth of the deep hole, 10.88 feet. The soil <br /> log is presented on Plate 10. <br /> • <br /> LOGE 1710 Page 5 <br />