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KLEINf ELDER <br /> s <br /> • 3 FIELD INVESTIGATION <br /> From the previous investigations conducted at the site, Nor-Cal retained Kleinfelder to <br /> resample MW-1 and drill two soil borings to assess the vertical extent of petroleum <br /> hydrocarbon contamination in the backfilled excavation. The two soil borings were drilled <br /> through the two previous excavation sample areas with elevated total petroleum <br /> concentrations. <br /> 3.1 DRILLING AND SOIL SAMPLING <br /> y <br /> On January 27, 1992, two soil borings were drilled south of the warehouse in the vicinity of <br /> the former tank excavation as shown on Plate 4. The borings were advanced with a truck- <br /> mounted drill rig equipped with 6-inch hollow stem augers. During drilling, an experienced <br /> environmental geologist logged the boreholes, classified the soil per the Unified Soil <br /> Classification System (USCS), and collected soil samples for field screening and chemical <br /> analysis. Copies of the USCS legend and boring logs are included in Appendix B. <br /> • Additional information on Kleinfelder Field Protocol is included in Appendix C. <br /> Soil boring B-1 was drilled along the western property boundary and the western boundary <br /> of the removed 10,000 gallon tank excavation. This is the area where TPH-Gasoline was <br /> detected at 27,000 mg/kg and TPH-Diesel was detected at 9,100 mg/kg. Boring B-1 was <br /> drilled at a 20° angle from vertical for a distance of 40 feet, equivalent to 38 feet vertical <br /> depth. In general, the soil encountered was clayey silt with interbedded silty sand. Soil <br /> samples were collected at 5-foot intervals beginning at a depth of 10 auger feet to the <br /> terminus of the boring. No free water was encountered in the boring. <br /> Soil boring B-2 was drilled beneath the center of the removed 500 gallon leaded gasoline <br /> tank. This is the area where TPH-Gasoline was detected at 23,000 mg/kg and TPH-Diesel <br /> was detected at 2,000 mg/kg. Boring B-2 was drilled vertically to a depth of 40 feet. In <br /> general, the soil encountered was gravelly sand fill material within the upper 22 feet and <br /> native clayey silt with interbedded silty sand to the terminus of the boring. Soil samples <br /> were collected at 5-foot intervals beginning at 25 feet to the terminus of the boring. No <br /> free water was encountered in the boring. <br /> F111-92-15 Page 7 of 21 <br /> Copyright 1992 Mcinfelder, Inc. <br />