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I <br /> PROJECT H&H Engineering Property Boring No P2 <br /> Stockton, California Project No 034-97252 <br /> DATE DRILLED TYPE OF BORING <br /> February 2, 1998 Direct Push <br /> LLING EQUIPMENT ELEVATION & DATUM LOGGED BY <br /> Geoprobe JGB <br /> SAMPLING METHOD DEPTH TO WATER FIRST COMPL 24 HRS <br /> Direct push <br /> G <br /> y C p G <br /> Elevation o a <br /> Depth (Ft) to g o SOIL DESCRIPTION <br /> O cn o C <br /> n m 0 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 YES 5 XX <br /> 0 YES 150 XX <br /> ML Fine sandy clayey SILT (ML), fight-brown, stiff <br /> o z <br /> 15 YES 45 XX Variably cemented <br /> 20 YES 100 XX Less clayey, more sandy <br /> 25 NO 5 xx Weakly cemented <br /> 30 NO 0 XX Less sandy, more clayey <br /> 35 NO 0 XX Less clayey, more sandy <br /> *R=Refusal, greater than 100 blows/foot KRAZAN & ASSOCIATES, INC Sheet 1 of 2 <br /> I _ <br />