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WI <br />LL <br />I <br />z <br />0 <br />Q <br />W <br />J <br />W <br />w <br />w <br />W <br />LL <br />F <br />8620 <br />- 8600 <br />8580 <br />6560 <br />G 620 <br />Z F- 8600 <br />O <br />~I <br />a <br />W <br />J <br />W <br />TTP -23 00-3 TTP -22 <br />E I. 8614 El. 8601 <br />STA. 15 +35 STA, 15+ 95 <br />510' UPST 125• UPST. <br />GROUND SURFACE <br />1/4 <br />D G <br />0 0. — <br />�0 21/9 0 <br />p� <br />TTP -24 TTP-21 TTP -19 <br />El. 8605 El. 8600 El. 8601 <br />STA. 14 + 10 STA. 16 + 15 STA. 18 + 15 <br />ON E ON (L ON E <br />14/6 SECTION F -F1 <br />DISTANCE IN FEET FROM AXIS OF PROPOSED LOWER STARTING DAA <br />300 200 <br />500 400 <br />600 <br />TTP -15 <br />EL 8613 <br />STA 20 +40 <br />490' UPST. <br />/4 <br />400 <br />L <br />TTP -20 <br />El. 8598 <br />8580 <br />QQ -2 <br />TTP - 8 <br />165'DOWNST. <br />165'DOWNST. <br />El. 8619 <br />8620 - <br />STA. 27 +35 <br />410'UPST. <br />H <br />8620 <br />5/14 <br />w <br />0 <br />_ <br />w 8600 <br />= <br />LL <br />I <br />VA <br />Z <br />i; <br />15/12 <br />O_ <br />O; <br />J8580 <br />.d0 <br />°+ - <br />Q.. <br />- 28/3 <br />8560 600 500 D- <br />50 /0 400 <br />TTP-16 <br />El. 8605 <br />STA. 20 +30 <br />135' UPST. <br />GROUND SURFACE <br />SECTION G -G1 <br />DISTANCE IN FEET FROM AXIS OF PROPOSED LOWER STARTING CM <br />300 200 100 <br />GROUND SURFACE <br />TTP -10 <br />El. 8604 <br />STA. 26+00 <br />160' UPST. <br />SECTION H- H1 <br />I <br />0 <br />r 0 •O <br />z <br />T •0• <br />AXIS OF PROPOSED <br />LOWER STARTING DAM <br />100 <br />TTP-25 <br />TTP -20 <br />El. 8598 <br />El. 8595 <br />STA. 14 +20 <br />STA. 16+90 F <br />165'DOWNST. <br />165'DOWNST. <br />8620 - <br />200 <br />TTP -17 TTP-14 TTP -13 TTP -18 <br />El. 8602 E1. 8603 El. 8602 El. 8598 <br />STA. 20+10 STA. 22 +05 STA. 22+95 STA. 19+10 <br />ON 4. ON E 100' DOWNST 140'DOWNST. <br />AXIS OF PROPOSED <br />LOWER STARTING DAM <br />O pp 0 1�2 <br />0 100 200 <br />TTP -1 2 TTP - 9 TTP - 7 <br />El. 8604 E1. 8600 El. 8612 <br />STA. 24 +15 STA. 26 +05 STA. 27 +90 <br />ON E ON E ON E <br />DISTANCE IN FEET FROM AXIS OF PROPOSED LOWER STARTING M <br />300 200 100 <br />TTP - 6 TTP -1 1 <br />El. 8607 El. 6597 <br />STA. 28 +75 STA. 25 +00 <br />140' DOWNST 180' DOWNST. <br />1 <br />0 ` <br />0 = `� <br />r 0 0 <br />:Q <br />1/3 O. <br />i <br />AXIS OF PROPOSED <br />LOWER STARTING DAM <br />0 100 <br />200 <br />w <br />8600 w <br />�Q <br />8580 J <br />w <br />8560 <br />G <br />8620 - <br />I— <br />w <br />W <br />LL <br />1 <br />8600 Z <br />O <br />I� <br />a <br />w <br />w <br />w <br />8580 <br />HI <br />8620 - <br />w <br />8600 w <br />IZ <br />O <br />f- <br />Q <br />8580 <br />w <br />8560 <br />L E G E N D Woodward-Clyde .M e CancWt <br />TOPSOIL, CLAYEY, SANDY, SILTY, HIGHLY ORGANIC, MICACEOUS, <br />ti ROOTS, GRASS, MOIST TO WET, DARK BROWN. <br />® SILT, LOOSE, SANDY, CLAYEY, MICACEOUS, VERY MOIST TO WET, <br />GRAY TO BROWN (ML). <br />©LAMINATED LOOSE CLAYEY SILT AND SOFT SILTY CLAY, SANDY, <br />MICACEOUS, VERY MOIST TO WET, GRAY TO BROWN (ML -CL). <br />©CLAY, VERY SOFT TO SOFT, SILTY, SANDY, MICACEOUS, LOW <br />PLASTICITY, DARK BROWN, BROWN, GRAY (CL). <br />® CLAY, MEDIUM STIFF TO STIFF, SANDY, SLIGHTLY GRAVELLY, LOW <br />TO MEDIUM PLASTICITY, MOIST TO VERY MOIST, BROWN TO GRAY (CL) <br />SAND, MEDIUM DENSE, CLAYEY, GRAVELLY, MICACEOUS, MOIST TO <br />VERY MOIST, BROWN (SC). <br />SAND, MEDIUM DENSE, SILTY, MICACEOUS, MOIST, BROWN (SP -SM). <br />GRAVEL, MEDIUM DENSE TO VERY DENSE, CLAYEY, SANDY, OCCASION- <br />AL COBBLE, MICACEOUS, MOIST TO WET, OLIVE BROWN TO BROWN <br />(GC) . <br />'o GRAVEL, MEDIUM DENSE TO VERY DENSE, SANDY, COBBLY, CLEAN <br />TO SLIGHTLY SILTY AND CLAYEY, WET, BROWN (GM, GP, GW). <br />0 FREE WATER LEVEL AND NUMBER OF HOURS AFTER DRILLING THAT <br />MEASUREMENT WAS TAKEN. <br />5/14 INDICATES THAT 5 BLOWS OF A 140 -POUND HAMMER FALLING 30 <br />INCHES WERE REQUIRED TO DRIVE A 2 -INCH DIAMETER SAMPLER <br />14 INCHES. <br />TINDICATES PRACTICAL BACKHOE REFUSAL. <br />NOTES: FOR DETAILED NOTES SEE FIG. 13. <br />21232 <br />,,,b •;_ _:_' ;7 -9407 SUMMARY S OF P E ST HOLE <br />AND TEST Prevarea ty 1+ r15 CROSS SECTIONS <br />LOWER STARTING DAM FOUNDATION L <br />Dale: %83 HENDERSON WEST PROJECT <br />FIG. A -6 <br />