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PROJECT H&H Engineering Property Boring No B1 <br /> Stockton, California <br /> Project No 034-97252 <br /> DATE DRILLED TYPE OF BORING <br /> January 14, 1998 Hollow stem auger <br /> LLING EQUIPMENT ELEVATION & DATUM LOGGED SY <br /> Truck-mounted Drill Rig JGB <br /> SAMPLING METHOD DEPTH TO WATER FIRST COMPL 24 1HRS <br /> 2" Modified California Sampler <br /> � C <br /> m O 2 <br /> Elevation o v = v =o SOIL DESCRIPTION <br /> Depth (Ft) 0U3 a N m <br /> cN o <br /> 7 m 0 U <br /> 0 Pavement Asphaltic-concrete over aggregate base <br /> NO /XCH Fill Silty CLAY (CH), dark brown-gray, moist, soft <br /> Wood fragment at a depth of 4 feet <br /> 5 NO XX Silty clay (Native), dark brown-gray, moist, soft <br /> NO ML Fine sandy, clayey SILT (ML), light-brown, stiff, weakly cemented <br /> to NO XX <br /> Variably cemented <br /> f 75 <br /> NO XX Brawn, less sandy, more clayey <br /> 20 NO 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 /> ti <br />