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>NDY, MOIST. DARK BROWN (CL) <br />• <br /> <br /> <br />0 <br />5 <br />10 <br />FW- <br />W <br />lL <br />2 <br />F <br />• ~ <br />15 <br />20 <br /> <br /> <br /> <br />• <br />25 <br />30 <br />JOB NO, 18,714 <br />TH-6 TH-7 <br />3O08ON 32638N <br />15810E 18630E SAND TO BOULDER SIZED SANDSTONE AND CLAYSTONE <br />EL.=7006.2 EL.=69c'l)7ERMIXED CLAY FINES, DRY TO WET, BROWN, GRAY, <br /> IUM STIFF TO STIFF, MOIST TO VERY MOIST, <br />18/12 2 <br />20/12 p.NDY TO SANDY, STIFF TO VERY STIFF, SLIGHTLY <br />LL=50 ?RO14rJ-GRAY ( CL, CH ) <br />PI=32 <br />UC=8280 <br /> OCCASIONAL COBBLE, SILTY TO CLAYEY, DENSE, <br />50/8 7VT1 (GM, GC) <br /> 1 <br />LL=53 <br />PI=36 <br /> 4lASTE, VERY LOOSE TO DENSE, SLIGHTLY MOIST, <br />-200=99 <br />50/3 <br />~ <br /> <, OCCASIONAL LAYER OF SILTSTONE OR CLAYEY <br /> TO VERY HARD, SLIGHTLY MOIST, DARK GRAY, <br /> SYMBOL 18/12 INDICATES THAT 18 BLOWS OF A <br /> FALLING 30 INCI-ES WERE REQUIRED TO DRIVE A <br /> c <br />'~IPLER 12 INCHES. <br /> SYMBOL 24/7 INCIDATES THAT 24 BLOWS OF A <br /> FALLING 30 INCHES WERE REQUIRED TO DRIVE A <br /> +1PLER 7 INCHES. <br />7 50/1/2 <br />J 1 <br /> AMPLE OBTAINED <br />aTER LEVEL. NUMBER INDICATES AMOUNT OF <br />ING MEASUREMENT WAS TAKEN. <br />DRILLED MAY 19 AND 20, 1992. <br />KPLANATIONS, LIMITATIONS AND CONCLUSIONS <br />SIVE STRENGTH (PSF) RECEIVED <br />Y) <br />NO. 200 SIEVE APR 0 7 1995 <br />4L LAB TEST DATA. FIG,A-2 <br />Division of Minerals ~ geology <br /> <br />