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Stockton, California Bortng No P2 <br /> Pro}ect No 034-97252 <br /> -)ATE DRILLED TYPE OF BORING <br /> February 2, 1998 Direct Push <br /> TRILLING EQUIPMENT ELEVATION & DATUM LOGGED BY <br /> Geoprobe JGB <br /> LING METHOD DEPTH TO WATER FIRST COMPL 24 HRS <br /> Direct push II <br /> C7 J I <br /> E evation <br /> Depin Wo o a (n N SOIL DESCRIPTION <br /> M F V V <br /> Pavement Asphaltic-concrete over aggregate base <br /> NO CH Fill Silty CLAY (GH), dark brown-gray, moist, sort <br /> Silty clay (Native), dark brown-grey, moist, stiff <br /> 5 YES 5 XX <br /> 10 YES 150 XX ML Fine sandy clayey SILT (ML), light-brown, stiff <br /> i <br />' • �' YES 45 XX <br /> Variably cemented <br /> I <br /> IC 20 YES 100 XX Less clayey, more sandy <br /> E <br /> III <br /> 25 NO 5 XX Weakly cemented <br /> I � <br /> 30 NO 0 XX Less sandy, more clayey <br /> I � li <br /> r35 NO 0 xx Less clayey, more sandy <br /> • <br /> I <br />' 'R=Refusal greater than 100 blovvslfoot KRAZAN & ASSOCIATES, INC Sheet 1 of 2 <br />