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a <br /> LITHOLOGIC LOG FOR BORING B-5 <br /> ko <br /> rt CLIENT: Montgomery Ward <br /> SITE LOCATION: 5400 Pacific Avenue, Stockton, `California <br /> DRILLING CO. : West Hazmat Drilling Corp. <br /> DRILLING METHOD/EQUIPMENT: HSA/CME 75 <br /> HOLE DIAMETER: 8 inches <br /> 11 START DATE: 03/28/1991 COMPLETION DATE : 03/28/1991 <br /> LOGGED BY: SMM APPROVED BY: FSMR G. NO. : 4248 <br /> DEPTH <br /> INTERVAL U. S. C. DESCRIPTION OF MATERIAL <br /> 0 - 2" Asphaltic concrete . <br /> k <br /> MAN - MADE FILL: <br /> 0 - 3 ' CL SILTY CLAY, brown, with fine <br /> gravel , slightly moist, compact. <br /> NATURAL: <br /> 4 <br /> 3 - 6 , 5 ' CL SILTY CLAY, brown, with fine <br /> gravel , slightly moist, stiff. <br /> 6 . 5 - 10 � CL SILTY CLAY, brown, with fine <br /> gravel, slightly moist, stiff. <br /> I <br /> 10 - 10 5T CL SANDY CLAY, brown, slightly moist <br /> stiff. � <br /> ILI <br /> ' 10 . 5 - 11� 5C CLAYEY SAND, brown, fine, <br /> slightly moist, dense <br /> 13 - 15 <br /> CL SILTY CLAY, brown, moist, stiff <br /> 15 - 20 � CL SILTY CLAY, brown, moist, stiff. <br /> 24 - 20 . 75 <br /> CL SILTY CLAY, light brown, slightly <br /> moist, stiff. <br /> + <br /> 24.75 - 25CL SANDY CLAY, light brown, lightly <br /> J } ,s <br /> moist, stiff. <br /> , 1 <br /> l �f 25 - 26 CL SILTY CLAY, brown, slightly moist <br /> stiff. <br /> pro]ect No. 1232 1 of 3 <br /> i <br /> r�i <br />