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11 <br /> LOCATION MAP PACIFIC ENVIRONMENTAL GROU , INC BORING NO B-7 <br /> PAGE 1 OF 2 <br /> m N PROJECT NO 920-0391B CLIENT CHEVRON <br /> P r- ' LOGGED BY D J DATE DRILLED 5-23-97 and 5-27-97 <br /> U- `i DRILLER MITCHELL LOCATION 2409 East Main St , Stockton <br /> p DRILLING METHOD HSA HOLE DIAMETER 8" <br /> SAMPLING METHOD CALMOD HOLE DEPTH 66 5' <br /> CASING TYPE NA WELL DIAMETER NA <br /> Main St SLOT SIZE NA WELL DEPTH NA <br /> SAND PACK NA CASING STICKUP NA <br /> Z J <br /> WELL W o ¢ 2 w <br /> COMPLETION U) z w � a W � W L LITHOLOGY 1 REMARKS <br /> 50 z0 wm o � o¢C J <br /> U � a m O W �`, C7 O <br /> Sly 1-2" ASPHALT <br /> 2 SILTY SAND brown, 20-25% clay, 10-15% silt, fine <br /> Backfilled sand, medium dense, no product odor <br /> With 4 <br /> Grout <br /> Dp 0 29 6 <br /> 8 <br /> Dp 9 0 54 10 @ 10' dense, no product odor <br /> 12 <br /> 14 <br /> Dp 900 44 16 <br /> 015' yellowish brown, 5-10%clay, 10-15% silt, fine <br /> sand, dense, moderate product odor <br /> 18 <br /> Dp 830 61 20 0120' as above, dense, moderate product odor <br /> 22 <br /> 24 <br /> Dp 1,83C 80 025' as above,very dense, moderate product odor <br /> 26 <br /> 28 <br /> Dp 1,50C 82 30 030' as above, very dense, moderate product odor <br /> 32 <br /> 34 <br /> Dp 45 59 36 035' as above, dense, no product odor <br /> 38 <br /> Dp 0 60 40 @40' as above, dense, no product odor <br /> 42 <br /> 44 <br />