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r <br /> PROJECT H&H Engineering Property Boring No B-8 <br /> 212 Industrial Drive, Stockton, California <br /> Project No 034-98081 <br /> DATE DRILLED TYPE OF BORING <br /> August 13, 1998 3-114" 1 D Hollow Stem Auger <br /> iLLING EQUIPMENT ELEVATION & DATUMLOGGED BY <br /> Mobile 861 HDX I C Pyatt <br /> SAMPLING METHOD DEPTH TO WATER FIRST COMPL 24 HRS <br /> 2" split spoon with brass sleeves <br /> C <br /> y C O O <br /> Elevation 6 a ° o SOIL DESCRIPTION <br /> p <br /> Depth (Ft) a cn 3 V)o <br /> 0 <br /> 0 ML 2" Asphaltic concrete <br /> Fine sandy SILT (ML), dark olive-brown, slightly moist, drills easy <br /> (fill) <br /> 5 NO Increase clay fraction <br /> CH Stiff silty CLAY (CH), dark reddish-brown, moderately plastic, trace <br /> gravel, slightly moist, drills easy (possibly fill) <br /> �0 NO 0 6 <br /> XX 10 <br /> 25 <br /> 15 NO CL Silty CLAY (CL) with trace sand, light reddish-brown, low plastic, <br /> slightly moist, drills firm, stiff <br /> 20 NO 010 ML Fine sandy SILT (ML), dark yellow-brown, moist, drills easy, dense <br /> XX <br /> 15 reddish-brown, iron oxide mottles <br /> 48 <br /> 25 NO <br /> 30 <br /> NO 0 XX 19 CL Silty CLAY (CL) with fine sand, trace fine gravel, light grey-brown, <br /> 29 moist, drills easy, very stiff <br /> 95 <br /> *'R=Refusal, greater than 100 blows/foot KRAZAN & ASSOCIATES, INC Sheet 1 of 2 <br />