Laserfiche WebLink
f <br /> ROJECT H&H Engineering Property <br /> Stockton, California Boring No P1 <br /> Project No 034-97252 <br /> DATE DRILLED TYPE OF BORING <br /> February 2, 1998 Direct Push <br /> LING EQUIPMENT ELEVATION & DATUM LOGGED BY <br /> Geoprobe I JGB <br /> SAMPLING METHOD DEPTH TO WATER FIRSTCOMPL 124 HRS <br /> Direct Push <br /> m c o <br /> M N7 J <br /> Elevation Q = a v o �-' SOIL DESCRIPTION <br /> Depth IFtI p a <br /> m U <br /> 0 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 /> o <br /> 5 NO 0 XX ML Fine sandy clayey SILT (ML), light-brown, stiff <br /> Hard, cemented <br /> 10 NO 0 XX Less clayey, more sandy <br /> Variably cemented <br /> 1s NO 0 Xx More clayey <br /> 20 NO 0 XX Less cemented, more sandy <br /> 25 NO 0 XX BOTTOM OF BORING <br /> 30 <br /> 35 <br /> *R=Refusal, greater than 100 blows/foot KRAZAN & ASSOCIATES, INC Sheet 1 of 1 <br />