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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 [1,g/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 />Soil Profile and Geologic Information <br />The Site is depicted on the Preliminary Geologic Map of the Lodi 30' x 60' Quadrangle, <br />California (Dawson, 2009). The Site is depicted within a map unit of the Modesto <br />formation upper unit, described as undivided alluvium (Plate 10). <br />The surface and near surface soils located at the Site are reported by the USDA Web <br />Soil Survey to be composed of Tokay fine sandy loam (Plate 11) (USDA, 2019). The <br />table below presents some selected properties of this soil. <br />Table 1. Selected Properties of On-Site Soils (USDA, 1992) <br />Soil Name <br />and Map <br />Symbol <br />Depth Unified Soil <br />(in) Classification <br />Salinity <br />mmhos/cm <br />Soil <br />Reaction <br />pH <br />Perme- <br />ability <br />(in/hr) <br />Septic tank <br />absorption <br />fields <br />Tokay fine 0-19 Fine sandy loam, SM <2 6.1-7.8 2.0-6.0 Slight <br />sandy loam, 19-45 Fine sandy loam, sandy <2 6.1-7.8 2.0-6.0 <br />0-2% slopes, loam, SM <br />256 45-60 Fine sandy loam, sandy <2 6.1-8.4 2.0-6.0 <br />loam, coarse sandy <br />loam; SM <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 July 2, 2019, Live Oak excavated a shallow soil boring near the proposed septic <br />disposal area of the Site for the purpose of conducting a percolation test. The boring <br />was four inches in diameter, 3.26 feet deep, and was excavated by hand auger (Table <br />2). The location of the boring is indicated on Plate 12. <br />The soil in the boring was similar to that described by the Soil Survey. Sandy silt was <br />encountered to the full depth of the hole. The soil log is presented on Plate 13. <br />Discussion of Soil Lithology <br />Based on the soil observed in the boring, there appears to be moderate potential for <br />percolation in the shallow soil zone. Sandy soils generally have a much greater <br />LOGE 1934 Page 5