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Stockton, California <br /> Project No 034-97252 3 <br /> ATE DRILLED TYPE OF BORING Yrys <br /> February 2, 3998 Direct Push )-13 'd <br />' RILLING EQUIPMENT ELEVATION & DATUM LOGGED BY <br /> Geoprobe JGB <br /> LING METHOD DEPTH TO WATER FIRST COMPL 24 HRS <br />' I Direct push <br /> y C O O <br /> J 67O <br /> eptr)ElevaFr a 5 � U C' SOIL DESCRIPTION <br /> _ O � <br /> a Ca U U <br /> o Pavement Asphaltic-concrete over aggregate base <br />' NO CH Fill Silty CLAY (CH), dark brown-gray, moist, soft <br /> Silty clay (Native), dark brown-grey, moist, stiff <br /> 5 NO 0 XX <br /> ML Slightly sandy clayey SILT (ML), light-brown, stiff <br /> 1 <br /> I <br /> ° <br /> NO 0 xX <br /> Grey-brown, variably cemented <br /> lie 1 5 NO 0 XX Light brown, more clayey, fess sandy <br /> l l <br /> I <br /> `o SLT 5 XX III <br /> BOTTOM OF BORING <br /> I <br /> 25 <br /> I <br /> t <br /> I <br /> + 30 <br /> t <br /> f <br /> r { <br /> k 35 <br /> i . <br /> r1 <br /> �R=Refusal greater than 100 blows/foot KRAZAN & ASSOCIATES, INC Shut 1 of <br /> I <br />