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i <br /> PROJECT H&H Engineering Property Boring No P3 <br /> Stockton, California <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 /> GeoprobeJGB <br /> SAMPLING METHOD DEPTH TO WATER 1=ERST CDMPL 124 NRS <br /> Direct push <br /> o — <br /> Elevation o n Z ° <br /> Depth (Ft) o a F 3 a n SOIL DESCRIPTION <br /> D m 0 V <br /> ° 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 ML Slightly sandy clayey SILT (ML), light-brown, stiff <br /> 10 NO 0 XX Grey-brown, variably cemented <br /> 75 NO 0 XX Light brown, more clayey, less sandy <br /> I <br /> 20 SLT 5 XX <br /> BOTTOM OF BORING <br /> 25 <br /> 30 <br /> 35 <br /> "R=Refusal, greater than 100 blows/foot KRAZAN & ASSOCIATES, INC Sheet 1 of 1 <br /> t <br />