Laserfiche WebLink
PROJECT H&H Engineering Property <br /> Stockton, California Boring No P4 <br /> Project No 034-97252 <br /> DATE DRILLED TYPE OF BORING <br /> February 2, 1998 Direct Push <br /> 10 LLING EQUIPMENT ELEVATION & DATUM LOGGED BY <br /> Geoprobe I JGB <br /> SAMPLING METHOD DEPTH TO WATER FIRST COMPL 24 HRS <br /> Direct push <br /> a m <br /> oElevas <br /> d m 7 J io <br /> con o o E o SOIL DESCRIPTION <br /> Depthepth (Ft) 0 a y C a Cn y <br /> a(A 0 m <br /> 0 m c7 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 /> 5 NO 0 XX <br /> ML Slightly sandy clayey SILT (ML), light brawn, stiff <br /> 10 NO 0 XX More sandy, less clayey, variably cemented <br /> 15 NO 0 XX Less sandy, more clayey <br /> 20 NO 0 xx More sandy, less clayey <br /> BOTTOM OF BORING <br /> 25 <br /> 30 <br /> 85 <br /> "R=Refusal, greater than 100 blowslfoot KRAZAN & ASSOCIATES, INC Sheet 1 of 1 <br /> i _ _ <br />