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PROJECT H&H Engineering Property Bonng No Er <br /> Stockton, California <br /> Project No 034-97252 <br /> aTE DRILLED TYPE OF BORING <br /> Januar 14, 1998 <br /> January Hollow stem auger 25 <br /> 3ILLING EQUIPMENT ELEVATION & DATUM LOGGED BY <br /> Am Truck-mounted Drill Rig JGB <br /> 3MVILING METHOD DEPTH TO WATERFIRST COMPL 24 HRS <br /> 2" Modified California Sampler <br /> }eprh (F-) p Ln N�, SOIL DESCRIPTION <br /> C N p m w <br /> C3 <br /> a Pavement Asphaltic-concrete over aggregate base <br /> NO CH Fill Silty CLAY (CH), dark brown-gray, moist, soft <br /> Woad fragment at a depth of 4 feet <br /> NO XX Silty clay (Native), dark brown-gray, moist, soft <br /> NO ML Fine sandy, clayey SILT (ML), light-brown, stiff, weakly cementer, <br /> i <br /> r NO xX <br /> rVariably cemented � <br /> qpLi5 NO xX Brown, less sandy, more clayey <br /> `o NO XX BOTTOM OF BORING <br /> 25 <br /> i <br /> 30 <br /> C5 <br /> ,=Refusal g-eater than 100 biowslfoot KRAZAN & ASSOCIATES, INC Sheet 1 of 1 <br />