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Lu"G OF EXPLORATORY BORING <br /> PROJECT NUMBER 939-02.06 BORING NO. G-3 <br /> PROJECT NAME San Joaquin County Landfill Development Site PAGE 11 OF 11 <br /> BY BAB DATE 6/15-19/87 SURFACE ELEV. 110.30 <br /> POCKET PENETRA- LITHO- <br /> N <br /> TORVANE PENETRO- TION z xt Z GRAPHIC DESCRIPTION <br /> METER w = a <br /> (Blows/ w a COLUMN <br /> (TSF) (TSF) Ft.) 3":c J a N <br /> 00 ML SILT (?) (continued) . <br /> 205 <br /> SILT, strong • <br /> brown (7.5YR 4 6/ ) , 15- <br /> 20% <br /> very coarse sand. <br /> 210 <br /> SC CLAYEY SAND, dark grayish brown (lOYR, <br /> 4/2) ; 20% fines ; 20% fine hard <br /> gravel ; very fine to fine grained; <br /> 10% medium to coarse grained; 80% <br /> quartz; 15% mafic; 5% lithic; sub- <br /> angular to subrounded shape. <br /> 215 •/ <br /> BOTTOM OF BORING AT 215 FEET. <br /> Terminated hole. <br /> 20 <br /> REMARKS <br />