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BORING LOG g 1 <br /> Date ,TUNE 30 1994 Sheet 1 OF 1 <br /> Project FFnFRAL BUILDING (STOCKTON) Project No, 2403C.10 <br /> Drilling Co. `/'/FST HAZMAT Type of Rig ACKER <br /> Hole Diameter 8 in. Drive Weight 140 . Drop 18 in. <br /> Location Sketch Surface Elevation NIA (rrlsl) Top of Casing Elevation N/A (msl) <br /> Well Construction SOMDles <br /> .o <br /> SOIL/GEOLOGIC DESCRIPTION <br /> o d o V u a� <br /> A � �� <br /> E _ Logged by: LARRY HARLAN <br /> o o P <br /> Approved by: MICHAEL MCOONALD <br /> 6" T=TIME SAL4PLED GRASS TURF SURFACE <br /> 1ML CLAYEY SILT, MEO—DARK BROWN, MOIST, NO ODOR <br /> 5' INCOMPLETE SAMPLE ® 5' <br /> 5' 4 <br /> 7 <br /> 7 <br /> 6.5' T:0935 81-5 2 ML 0.0 CLAYEY SILT, MEO—OARK BROWN, MOIST, NO ODOR <br /> 3 <br /> 1 . <br /> 1 8 <br /> 13 ML •15 SILT, DARK BROWN/BLACK. MOIST, STRONG FUEL ODOR, <br /> T:0942 81-10t3 SEMI—SATURATED WITH FUEL <br /> 7 <br /> T:0950 81-15 21 ML 65 SILT (WITH SOME SAND), DARK BROWN/BLACK, MOIST, STRONG FUEL <br /> 30 ODOR, SEMI—SATURATED WITH FUEL <br /> i <br /> i <br /> 11 <br /> 2 25 <br /> 27 ML 1.5 SILT (WITH SOME FINE SAND), RED/BROWN(WITH DARK MOTTLING), <br /> T:1000 81-20 MOIST, STRONG FUEL ODOR, SEMI—SATURATED WITH FUEL <br /> 25!— <br /> T:1010 31-25 7 ML 0.0 CLAYEY SILT (SOME SAND) MED—BROWN, MOIST, NO ODOR f <br /> 10 TD=26.5' <br /> 19 <br /> r <br /> 3 ' <br /> C:\GSA\2403C.10\BOR—LOG 1.0wG <br /> NOTE: This log of subsurface comitions is a simplification of actual <br /> conditions encountered. It applies at the location and time of drilling. <br /> Subsurface conditions may differ at other locations and times. <br /> CAPE ENVIRONMENTAL MANAGEMENT INC. <br /> i <br /> f <br />