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P� <br /> Corrective Action Plan—Tosco (76) Service Station No 11192, Stockton, California <br /> March 13, 2002 <br /> Soils encountered during GR's subsurface investigation in April of 2001 (borings B-1 through B-8 <br /> and CPT-1) consisted primarily of a layer of clay encountered from approximately 6 inches bgs to <br /> depths ranging from 3 feet to 11 feet bgs The clay is underlain by silty sand containing a high <br /> percentage of fine sand In most of the Geoprobes, this layer was observed to the total explored <br /> depth of 17 feet bgs In Geoprobes B-3 and B-4, a layer of well-graded sand was encountered <br /> beneath the silty sand and extended to the total explored depth of 17 feet bgs Groundwater was <br /> encountered during probing at approximately 15 5 to 16 5 feet bgs <br /> The results of the CPT boring confirm the subsurface conditions observed in the Geoprobes The <br /> silty sand observed Geoprobes B-1 through B-8 locations was also observed in CPT-1 from <br /> approximately 13 to 27 feet bgs From approximately 27 to 55 feet bgs an interval of fine-grained <br /> clay with several thin interbeds of silty clay and clayey silt was recorded At approximately 55 5 <br /> feet bgs the CPT detected an approximately one foot thick layer of sandy silt to clayey silt At 57 <br /> feet bgs the CPT probe experienced refusal and the test was terminated While advancing the <br /> groundwater sampling probe, the CPT operator, Mr David Fisch of Fisch Environmental <br /> Exploration Services, felt a change in lithology at 68 feet bgs, which he interpreted as consisting of <br /> sand According to Mr Fisch, the sand interval extended to the total depth explored of 75 feet bgs <br /> (GR, 2001) <br /> Soil types encountered during installation of wells MW-8 through MW-10 consisted of clay, silt, and <br /> silty sand to the total explored depth of 28 feet bgs, similar to soils encountered during the Geoprobe <br /> event The subsurface conditions observed during the installation of well MW-11 generally coincide <br /> with the results of the CPT conducted on April 26, 2001, located within 5 feet of MW-11 <br /> The static depth to groundwater in the ten existing monitoring wells was measured by GR at 1186 <br /> to 15 92 feet below top of casing (TOC)on February 18, 2002 Historical depth to water has ranged <br /> from 1140 to 32 33 feet below TOC The historical groundwater flow direction generally has <br /> ranged from north to northeast at a relatively flat gradient of 0 001 to 0 009 ft/ft <br /> 14024508 4 <br />