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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 />
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