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ROJECT H&H Engineering Property g_5 <br /> Boring No <br /> 212 Industrial Drive, Stockton, California <br /> Project No 034-98081 <br /> nA T E DRILLED TYPE OF BORING <br /> August 13, 1998 3-114" 1 D Hollow Stem Auger <br /> uML ING EQUIPMENT ELEVATION & DATUM LOGGED BY <br /> Mobile B61 HDX I C Pyatt <br /> AMPLING METHOD DEPTH TO WATER FIRST COMPL 24 HRS <br /> 2" split spoon with brass sleeves <br /> o s <br /> W J <br /> Eeration a Y ° U 2 o U SOIL DESCRIPTION <br /> (F-0C a " a 3 a � ' <br /> QeNth IFa <br /> 7 m C7 �j <br /> ML 2 ' Asphaltic concrete <br /> Fine sandy SILT (NIL), dark olive-brown, slightly moist, drills easy <br /> (fill) <br /> 5 NO Increase clay fraction <br /> CH Stiff silty CLAY (CHI, dark reddish-brown, moderately plastic, trace <br /> gravel, slightly moist, drills easy {possibly fill} <br /> 10 NO 0 6 <br /> XX 10 <br /> 25 <br /> 15 NO CL Silty CLAY (CL) with trace sand, light reddish-brown, love plastic, <br /> - V///, slightly moist, drills firm, stiff <br /> zo NO 0 XX 10 ML Fine sandy SILT (ML), dark yellow-brown, moist, drills easy, dense <br /> 15 <br /> 48 reddish-brown, iron oxide mottles <br /> f <br /> z5 NO <br /> 30 <br /> NO 0XX 19 CL Silty CLAY (CL) with fine sand, trace fine gravel, light grey-brawn, <br /> 29 moist, drills easy, very stiff <br /> 3s <br /> 'i Refusal greater than 100 blows/foot KRAZAN & ASSOCIATES, INC Sheet 1 of 2 <br /> V <br />