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W <br /> WAMWRAW <br /> .. i <br /> LITHOLOGIC LOG FOR BORING B-5 <br /> CLIENT: Montgomery Ward Stockton, California <br /> SITE LOCATION: 5400 Pacific Avenue, <br /> DRILLING CO. : West Hazmat Drilling Corp. <br /> DRILLING METHOD/EQUIPMENT: HSA/ <br /> ME HOLE DIAMETER: 8 inches COMPLETION DATE: 03/28/1991 <br /> START DATE: 03/28/1991 <br /> LOGGED BY: SMM APPROVED BY: FSM. R.G. NO. : 42 <br /> DEPTH U.S.C. DESCRIPTION OF MATERIAL <br /> INTERVAL —�� <br /> „ Asphaltic concrete. <br /> 0 - <br /> MAN - MADE FILL: <br /> SILTY CLAY, brown, with fine <br /> 0 -� 3 CL gravel, slightly moist, compact. <br /> NA'T'URAL: <br /> CL SILTY CLAY, brown, with fine <br /> 3 - 6.5 gravel, slightly moist, stiff. <br /> CL SILTY CLAY, brown, with fine <br /> 6.5 -- 10� gravel, slightly moist, stiff. <br /> CL SANDY CLAY, brown, slightly moist <br /> 10 - 10.5! stiff. <br /> SC CLAYEY SAND, brown, fine, <br /> 10.5 - 11� slightly moist, dense. <br /> c CL SILTY CLAY, brown, moist, stiff. <br /> 11 - 15 <br /> 15 - 20' CL SILTY CLAY, brown, moist, stiff. <br /> 20 - 20.75 CL <br /> SILTY CLAY, light brown, slightly <br /> moist, stiff. <br /> ' CL SANDY CLAY, light brown, slightly <br /> 20.75 - 25 moist, stiff. <br /> 25 - 26� CL SILTY CLAY, brown, slightly moist <br /> stiff. <br /> Project No. 1232 <br /> 1 of 3 <br /> .na <br /> GNVIRON2vI&VTAL AUDIT,INC., <br />