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LOCATION MAP SITE PACIFIC ENVIRONMENTAL GROUP, INC. WELL NO MW-9 <br /> ►V PAGE i OF 2 <br /> _MW-9 a l <br /> m PROJECT NO 310-040 02 CLIENT UNOCAL <br /> ®'® n N LOGGED BY DA DATE DRILLED 7-14-94 <br /> ¢ ql DRILLER MITCHELL LOCATION 1661 PaccficAve <br /> COQ DRILLING METHOD HSA HOLE DIAMETER 8" <br /> m1 SAMPLING METHOD CALMOD HOLE DEPTH 55' <br /> 11� CASING TYPE SCH 40 PVC WELL DIAMETER 2" <br /> SLOT SIZE 0 020" WELL DEPTH 55' <br /> NORTHING EASTING ELEVATION GRAVEL PACK 2 X 12 SAND CASING STICKUP NA <br /> Z a <br /> COMPLETION W a �' a LITHOLOGY 1 REMARKS <br /> o O zLU <br /> � 0 CL am CC 30 O <br /> ASPHALT ROAD, BASEROCK <br /> Dp 2 CL SANDY CLAY black, moderate plasticity, 15-25% <br /> very fine sand, firm, no product odor <br /> 4 ML SILT brown, roots, 10%fine sand, very stiff, no <br /> Dry 0 45 product odor <br /> 6 <br /> 8 <br /> Dry 0 34 10 @10' caliche along dry rootholes, very stiff, no <br /> 12 product odor <br /> D 0 65 14 <br /> 0@15' 15-20%very fine to fine sand,dry rootholes, <br /> C7 16 trace medium sand <br /> 18 SP SAND dark yellowish brown, fine to medium sand, trace <br /> fines, dense, no product odor <br /> Dp a 50 20 <br /> 22 <br /> Dp 0 50 24 <br /> @25' well graded, 0-5%fines, fine gravelly bedding, <br /> 26 dense,no product odor <br /> CL SILTY CLAY strong brown, dark gray mottling, low <br /> 28 plasticity, caliche along rootholes, trace fine sand, fine <br /> Mst 0 50 30 gravel, very stiff, no product odor <br /> 32 <br /> W <br /> ~ 0 50 34 <br /> p O @35' yellowish brown, abundant caliche along <br /> zz 36 bedding, stiff, no product odor <br /> cn w <br /> 00 38 <br /> a >73 <br /> 40 <br /> 42 SILTY SAND dark brown, strong brown mottling, <br /> SM 20-30%silt, fine to very fine sand,trace medium <br /> 44 gravel, very stiff, no product odor <br />