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LATE <br /> OJECT H&H Engineering Property Boring No B-3 <br /> 212 Industrial Drive, Stockton, California <br /> DRILLED TYPE OF BORING Project NO 034-98081 <br /> August 11 , 1998 3-1/4" 1 D Hollow Stem AugLLING 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 33 6 36 3 33 6 <br /> m C <br /> o <br /> Elevations [a ° = o <br /> Depth (Ft) o CL aU1N SOIL DESCRIPTION <br /> CO p m h <br /> � as <br /> U <br /> 0 <br /> ML 2" Asphaltic concrete <br /> CH Fine sandy SILT (ML), light yellow-brown with cobbles, moist, drills <br /> easy (fill) <br /> Stiff silty CLAY (CH) with trace sand, dark brown-black, high plastic, <br /> slightly moist, drills easy <br /> 5 NO 0 14 <br /> XX 33 ML Stiff fine sandy SILT (ML) with clay, yellow-brown, dry, drills firm <br /> 40 <br /> 10 NO 0 7 <br /> XX 14 <br /> 25 <br /> CL Stiff silty CLAY (CL) with trace fine sand, light reddish brown, moist, <br /> i5 NO 0XX 4 moderate plastic, drills firm <br /> S <br /> 14 <br /> White mottles <br /> 20 NO 33 10 <br /> XX 13 Very thin sand lense <br /> 32 <br /> 25 <br /> NO 3 314 <br /> XX ML Stiff clayey SILT (ML), nonplastic, light grey-brown, dry, drills firm <br /> 30 <br /> CH Soft silty CLAY (CH), highly plastic, light yellow-brown, saturated, <br /> so NO 0 6 drills easy <br /> XX <br /> 9 <br /> 20 <br /> Groundwater encountere at 33 6 feet <br /> 35 NR 3 /Z <br /> XX 7 <br /> 18 <br /> ML Fine sandy SILT (ML) with trace silt, trace fine gravel, light <br /> °R=Refusal greater than 100 blowslfoot KRAZAN & ASSOCIATES, INC Sheet 1 of 2 <br /> 1 <br />