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rhU.aC�+ r I ,Q, <br /> Stockton California Scring No P1 <br /> Project No 034-97252 <br /> ATE DRILLED TYPE OF BORING <br /> February 2, 1998 Direct Push <br /> BILLING EQUIPMENT ELEVATION & DATUM LOGGED BY <br /> Geoprobe JG8 <br /> sup <br /> LING METHOD DEPTH TO WATER FIRST COMPL 24 HRS <br /> Direct Push <br /> y C O O <br /> Elevaoon — <br /> DeF'h IFq C a 3SOIL DESCRIPTION <br /> N ° e <br /> M Q U <br /> o Pavement Asphaltic-concrete over aggregate base <br /> NO CH Fill Silty CLAY (GH), dark brown-gray, moist, soft <br /> Silty clay (Native), dark brown-grey, moist, stiff <br /> 5 <br /> NO 0 XX <br /> ML Fine sandy clayey SILT (ML), light-brown, sti f <br /> Hard, cemented <br /> 10 NO 0 XX Less clayey, more sandy <br /> Variably cemented <br /> i <br /> • 1 E <br /> NO 0 XX I <br /> More clayey <br /> I <br /> `o NO 0 xX l Less cemented, more sandy <br /> 25 NO 0 XX BOTTOM OF BORING <br /> 1 <br /> I <br /> I <br /> 30 <br /> I <br /> 3S <br /> I <br /> I <br /> R=Rerusal crea,er than 100 biowsrfeot KRAZAN & ASSOCIATES, INC Sheet 1 of 1 <br />