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ROJECT H&H Engineering Property Boring No B-6 <br /> 212 Industrial Drive, Stockton, California <br /> Project No 034-98081 <br /> ATI* DRILLED TYPE OF BORING <br /> August 13, 1998 3-114" 1 D Hollow Stem Auger <br /> RILL[NG EQUIPMENT ELEVATION & DATUM LOGGED BY <br /> Mobile B61 HDX C Pyatt <br /> AMPLING METHOD DEPTH TO WATER FIRST COMPL 24 HRS <br /> 2" split spoon with brass sleeves 34 6 <br /> C <br /> � Cn O <br /> al C O <br /> Elevation `o o 5 a U <br /> Depth (Ft) o a= �, a cn SOIL DESCRIPTION <br /> C U1 O 2 m <br /> m C7 V <br /> a <br /> ML 2" Asphaltic concrete <br /> Fine sandy SILT (ML) with medium gravel, yellow-brown, dry, drills easy <br /> (fill) <br /> CH Silty CLAY (CH) with sand, highly plastic, dark brown, slightly moist, <br /> 5 NO drills firm <br /> ML Fine sandy SILT (ML) with clay, light yellow-brown, slightly moist, <br /> drills firm <br /> 10 NO 0 7 <br /> XX 12 <br /> 19 <br /> '$ Yellow-brown, increase plasticity <br /> 20 NO 10 ML Fine sandy SILT (ML) with trace clay, non-plastic, dry, drills firm <br /> XX <br /> 16 <br /> 31 <br /> 25 <br /> ML Clayey SILT (ML), light grey-brawn, low plastic, white mottles, moist, <br /> 3o NO 10 drills firm <br /> XX 20 <br /> 25 <br /> 35 <br /> "R=Refusal, greater than 100 blows/foot KRAZAN & ASSOCIATES, INC Sheet 1 of 2 <br />