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PROPOSED <br /> EXISTING <br /> CONTOURS GROUND <br /> VEGETATION <br /> PROPOSED RIPRAP <br /> PROPOSED CHANN EL <br /> CONTOURS <br /> RIPRAP <br /> PROPOSED GROUTED <br /> PROPOSED CLOSURE <br /> 104-7 CONTOURS <br /> 4, <br /> EXISTING ROADS/TRAILS <br /> ECOSA CHANNEL 3 AUGNMEVT TABLE <br /> 0 <br /> /---1 04-` <br /> ------ DELTA LENGTH RADIUS <br /> STATION NORTHING LASTING <br /> (FT) <br /> (D-M-S) (FT) <br /> PT 0+00.00 57.067.05 45,213.06 <br /> PT 0+00 01 57,067.04 45,213.06 <br /> X <br /> PC 0+34.23 57.036.74 45.197.14 013-07-13 45.80 200.00 <br /> STILLING BASIN <br /> PT 0+80.03 56.994.12 45,180.66 <br /> (SEE NOTE 2) <br /> STILLING BASIN -49-05 78.22 100.00 <br /> (SEE N 45,022 <br /> OTE�2) PC 7+06.12 56,388.21 .97 044 <br /> PC 9+75.26 56,230.15 44,812.75 039-06-09 352.04 515.83 <br /> PT 13+27.30 55.965.12 44.591.50 <br /> EAST CRESSON OSA CLOSURE PC 13+44.87 55,948.63 44.585.40 052-52-51 235.88 255.57 <br /> SURFACE PT 15+80.75 55,792.67 44.419.64 <br /> PC 16+25.10 55,779.84 44,377.20 010-05-18 378.86 2151.72 <br /> 21 +.3 f I <br /> STLUNG BASIN (SEE PT 20+03.96 55,702.65 1 44.006.78 1 <br /> '066 NOTE 2) 1 <br /> PC 22+31.15 55.676.03 43,781.15 004-04-50 31.07 436.30 <br /> DWG EAST CRESSON PT 22+62.22 55,673.49 43,750.19 <br /> 140 OSA CHANNEL 4 <br /> PC 24+13.03 55,666.53 43.599.55 006-32-55 13.21 115.55 <br /> 0 100 200 FEET PT 24+26.24 55,665.17 43,586.42 <br /> PT 25+34.88 55,647.81 1 43,479.17 <br /> 10800 10800 <br /> �:8.92 (:1185.98 K:1 E.09 K:0.43 NOTES. <br /> GRADE BREAK STA - 0+04.7 LVC:200,00 I VC:200-00 LVC:1114.17 LVC:20.00 1. SEE DRAWING 520 FOR <br /> ELEV - 10706.00 PVI SrA:8+18.2 PVI STA:16+41.5 PVI STA_: 1+94.4 PVI STA:24+50.2 CIIANNEL CROSS SECTIONS <br /> 71 PVI ELIV:10516.18 _PVI 32V:10508.59 PVI ELEV: 050,.60 PVI ELEV:10421.21 ZD DRAWING 525 FOR <br /> 0 13VCS: 24+40.15 CHANNEL SIZE AND LINING <br /> S71 LING BASIN oa Iq 0 rl to 0 ro co 0 13VCE: 10426.44 <br /> 6 c)) c� 't ce 11 TABLE. <br /> po FYCS: 24+60.15 <br /> ul) cn cli.r 06 0 vo q.'n <br /> +0 +0 u) +Lo + EVCE: 10420.66+, 2. SEE DRAWING 530 FOR <br /> 10600 ol 10600 STILLING BASIN DETAILS AND <br /> - SIZING AND LOCATION TABLE. <br /> c;i w 6ki Lj <br /> TILLING BASIN -IQ 0 E <br /> CLOSURE SURFACE 33 <br /> cii <br /> rn 0 0 <br /> F=- a< <br /> PROPOSED CHANNEL AT TOP LVC K:0.44:20.00 <br /> o OF RIP RAP PVI STA:23+04 4 5X <br /> 10400 10400 <br /> PVI ELEV:10497445 <br /> BVCS: 22+94.36 <br /> m BVCE: 10498.10 STLIJNC BASIN <br /> EVCS: 23+14.36 <br /> EVCE 10492.22 <br /> GRADE BREW STA 5+34.9 <br /> o ELEV 1(416.52 <br /> , 71, <br /> 10200 <br /> 10200 <br /> R q cc .r. "!I I "i -l" c4 lwMn <br /> all 1 �!q6 !�? �i <br /> 'n In 'o rg o. gz'.1 n <br /> o cl 0 <br /> Ip ow om <br /> -!2 � 'i ; <br /> al v In <br /> 0 o I o" o I ...... <br /> E 0+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00 20+00 22+00 24+00 25+35 <br /> o 0 100 200 FEET 0 100 200 FEET STATION. (FEET) CLOSURE SURFACE ELEVATION PROPOSED GROUND ELEVATION <br /> APPRDYMD BY JN DISCLARIER mmewFieidslCUENTCRIPPLE CREEK AND VICTOR <br /> No HORIZONTAL VERTICAL NEWRELDS PRODUCED THE INFORMATION PRESENTED GOLD MWWG COMPANY <br /> o cHMM By: ON THIS DRAWING THROUGH I USE OF AVAEABLE NO EXAGGERATION ER <br /> ECWCAL INFORMAMON AND ERIENC PROJECT <br /> KC <br /> RECEPMG THM DRAVANG DOES EX N POT GUARE ANTEE ANY VLF/OSA CLOSURE DESIGN <br /> DEmNm BY: RIGHTS To EITHER SUCH TECHNICAL INFORMATION OR FILDMA9 u JN EXPERIENCE ANY MODIFICATION OR ADAPTAITON OF inu <br /> aE A 11/06/19 lssuKD FoR PHRImma jlcp jm THE DATA OR DRAVANG SMALL BE AT USER'S RISK RAM CRESSON OSA CHANNEL 3 106.025.018 <br /> onAvm Br. AND WITHOUT ANY LIABILITY OR LEGAL PLAN AM PROF= <br /> a _tii�ii"WG RESPONSIBILITY TO NEWFILDS. � <br /> < rW DOTE DESCIUMON I lqo �A71 <br />