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-- J r PROPOSED CHANNEL CONTOURS <br /> ---------------- <br /> PROPOSED CLOSURE CONTOURS <br /> PROPOSED RIPRAP <br /> PROPOSED GROUTED FdPRAP <br /> -------------- <br /> ------------- <br /> --------------- <br /> laic) <br /> ---- ------ <br /> ------- ------ <br /> ----- ----- <br /> domqrL SOUTH <br /> ECOSA CHANNEL 2 ALIGNMENT TABLE <br /> tot <br /> - ------- DELTA LENGTH RADIUS <br /> STATION NORTEWG EASTING <br /> PT o+oo.00 57.077.57 45,208.42 <br /> Vol <br /> PT 0+00.00 57,077.57 45,208.42 <br /> STILLING BASIN 0.98 <br /> (SEE NOTE 2) PC 2+80.45 57,329,85 45,330.92 051-48-45 199,83 22 <br /> PT 4+80.28 57,449.24 45,482.67 <br /> - ------- 22 -0 -PC 8+22.67 57,522. 45,817. 013 25 45.69 200.00 <br /> PT 8+68.36 57.526.67 45,862.58 <br /> 0 100 200 FEET PC 13+51.82 57,519.89 46,345.99 030-41-48 107.15 200.00 <br /> 10400 10400 PT 14+58.97 57,546.49 46,448.48 <br /> PC 18+78.96 57.755.80 46,812.58 051-28-09 141.74 157.78 <br /> K:2.76 <br /> LVC:45.90 PT 20+20.70 57,868.90 46,889.94 <br /> PVT STX-24+94.4 <br /> PVI EL�V:'-Ol1 06.74 K:12.12 PC 20+62.66 57,910.39 46,896.24 024-13-44 244.28 577.67 <br /> po to LVC:200 00 PT 23+06-94 58,152.41 46,881.53 <br /> co,- 00 q PVI STA:29 4-76.4 K34.98 <br /> r-5 c6 r.- <br /> 0 PVI ELEV:9J94.95 LVC:1-11.00 PC 24+04.48 58,246.35 46.855.31 034-23-55 327.80 546.00 <br /> 10200 +- o PVI STA:36+96.4 1(:12.46 10200 <br /> PT PVI STA:43+30. 27+32.28 58.569.13 46,864.37 <br /> � I <br /> 0i Lli 6i aj PVI ELEV:9946..B 39.72 L) t6 PC 28+12.89 58,645.44 46,890.36 049-18-28 206.30 2 <br /> 0 PT 30+19.20 58,844.39 46,869.98 <br /> + <br /> a <br /> 6.4 NJ u (M.0. co w PC 35+51.94 59,303.42 46,599.58 006-08-18 136.44 1273.50 <br /> GryJ + <br /> 6i + - - <br /> C-4 to <br /> -18.2 PRO OSED CHANNEL RIPR V. + <br /> 0 I AT TI Pq.• PT .38 59.424.45 46,536.76 <br /> OF AP C-)L) 36+88 <br /> L) 0i L0000 1 p> PC 39+49.09 59.661.95 46,429-21 002-48-42 12.97 264.3 <br /> K:2.45 <br /> 10000 <br /> ea PC 42+96.58 59,985.02 46,301.27 038-54-37 129.28 190.37 <br /> .2 <br /> STA::C N -5.ZX <br /> L27+877 ------ <br /> La P ELEV:1002&91 STILLING BASIN CLOSURE SURFACE <br /> z CS: 27+79.711 11�9 PT 44+25.87 60,111.75 46,296.63 <br /> =1 M 10031.54 7 <br /> O CS: 27+99.71 STILLING BASIN-/ PT 44+60.15 60.144.48 46=6.86 <br /> 9850 m CE: 10027.0 9850 <br /> r-11, 010 olgX vo­ ON. I 'll <br /> 11) v 6 <br /> to <br /> CC <br /> ol 0 <br /> ONO, <br /> NNpOi <br /> s 1 0 �'m <br /> L i I i?, - 0 0 ol ol ol <br /> 26+00 28+00 30+00 32+00 34+00 36+00 38+00 40+ 0 42+00 44+0044+67 <br /> STATION, (FEET) CLOSURE SURFACE ELEVATION PROPOSED GROUND ELEVATION <br /> 0 100 200 FEET 0 1D0 200 FEET NOTES: <br /> 1 SEE DRAWING 520 FOR CHANNEL CROSS <br /> HORIZONTAL VERTICAL SECTIONS AND DRAWING 525 FOR CHANNEL <br /> SIZE AND LINING TABLE. <br /> NO EXAGGERATION ...... <br /> 2. SEE DRAWING 530 FOR STILLING BASIN <br /> MAILS AND SIZING AND LOCATION TABLE. <br /> APPROVO BY DISCLAIMER CREEK AM VICTOR <br /> JNN <br /> MewlFieldslct" CRIPPLE <br /> NEWFELDS PRODUCED THE INFORMATION PRESENTED 0 GOLD WMqMG COMPANY <br /> o cHC3=By: ON THIS DRAWING THROUGH THE USE OF AVAILABLEo PROJ5rT <br /> I<Co TECHNICAL INFORMATION AND EXPERENCE. <br /> REMANG THIS DRAWING DOES NOT GUARANM ANY VLF/OSA CLOSURE DESIGN <br /> =7 RIGHTS To EITHER SUCH TECHNICAL INFORMATION OR <br /> o JNN EXPERIENCE ANY MODIFICATION OR ADAPTATION OF ITTLE FaMme <br /> A 11/00/19, IRS=POR IV im - THE DATA OR DRAWING SHALL BE AT USER'S RISK EAST CRISSON OSA CHANNEL 106.025.016P <br /> ICS AND WITHOUT ANY LIABILITY OR LEGAL ( ) <br /> I ml2)7 IFXVI DATE I DCR]PnON !TRCHIMGF;� JJE RESPONSIBRM 70 NE-*FlMDS. K" AND PROF" 2 OF 2 17 <br />