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0o N 1 ����I� <br /> i�Llii�i LL <br /> EXISTING GROUND CONTOURS <br /> PROPOSED CHANNEL CONTOURS <br /> O DWG - SECONDARY CHANNEL CONTOURS <br /> SCHIST ISLAND CHANNEL 2 PROPOSED CLOSURE CONTOURS <br /> PHASE 3 RE SCHIST <br /> ISLAND <br /> �,y� '- 1/ EXISTING ROADS/TRAILS <br /> YYY / <br /> PROPOSED RIPRAP <br /> \ � _ PROPOSED CHANNEL <br /> ALIGNMENT ,.-"' '�-T------= - PROPOSED GROUTED RIPRAP <br /> �� � � - ,� � i 'i 'i / _ J � =-4�''f's>•: .' t.-c 1�- --�� i _ - _ ."'. ,�'._,,�'.... PROPOSED CONCRETE <br /> r"�- _ _ _ -'1 STILLING BASIN <br /> T (SEE NOTE 2) STILL] G BASIN <br /> - ��` •�`�t <br /> (SEEN <br /> NNOTE 2) i <br /> NOTES: <br /> 0 100 200FEET 1. SEE DRAWING 520 FOR CHANNEL CROSS <br /> SECTIONS AND DRAWING 525 FOR CHANNEL <br /> SIZE AND LINING TABLE. <br /> 10400 10400 <br /> 2. SEE DRAWING 530 FOR STILLING BASIN <br /> DETAILS AND SIZING AND LOCATION TABLE. <br /> I{:19.53 <br /> LVC:85.71 K:4.50 <br /> PVI 55TTA:2+26.0 K:3.55 <br /> PVI L�V:1007 .0 LVC:50.00 LVC:50.00 K:1.78 -__- -_ SCHIST ISLAND CHANNEL I ALIGNMENT TABLE <br /> PA STA:7+23.2 - - <br /> PVI STA:4+78.4 LVC:20.00 <br /> rn :10 49.21 <br /> PVI E :t 03.0 PVI STq:t 1+34 STATION NORTHING EASTING DELTA (D-Li-S) LENGTH (FT) RADIUS (FT) <br /> m K:0.80 PVI E 902. 1 <br /> o�r'i ,�o ,�a, LVC:20.00 K:0.98 <br /> 10200 co a n P? �w P STA:8+54.8 10200 PT 0+00.00 62,875.81 37,031.80 <br /> _. :368 <br /> N N 11') p N�'1 : PVI A:10+32.2 <br /> o p c6 PC 7+36.41 62,390.45 36,477.97 012-09-58 42.47 200.00 <br /> v141 Ln .. o o +00 <M PVI :9 34.72 <br /> m y >U>U (0 F m N aoo to <br /> PT 7+78.88 62,366.05 36,443.31 <br /> m W N ltl In • ^ <br /> V-�� <br /> co <br /> aWaLj + rn n�rcl,.0o } PC12+80.02 62.122.60 36,005.28 046-20-37 161.77 200.00 <br /> m m mm �W rno rn wPT 14+41.79 62.106.44 35,848-72 <br /> '1 > U N U <br /> 10000 PROPOSED C N0. N p m t i ULO v > ZJ 10000 Li <br /> �+ --- i rA - % --- m m <br /> 0 i n ry o -30.0% 2g 8y <br /> o nip � N @� �-425 0 <br /> j a C co n 04 a 0 1 _ CLOSURE a <br /> W mm " l +CD m �' °�° SURFACE <br /> Ji W + +rn K:0.40 <br /> 0 7 U rn rn LVC:10. <br /> T 9800 LVC: 0.00 m Ty C/i 6j f W PVI STA 0+90.0 ` 9800 <br /> - - -- -- - PVI ELEV 91019 WNG BASIN <br /> N PVI m <br /> ELEV 10052.80 3 m m U BVCS: 1 +85.02 EXISTING ROUND <br /> PVIL C :8+5 m BVCE: 9912.31 <br /> o :2.0 EVCS: 1 95.02 <br /> PVI :9978.10 LVC:50.00 EVCE: 9 9.31 K:0.73 <br /> PVI STA: 84.8 j LVC:20.00 <br /> PVI ELEV: 937.01 PVI STA:15+40.6 <br /> o PVI ELEV:9785.40 <br /> BVCq: 15+30.63 <br /> 9600 BV¢E: 9788.28 9600 <br /> o - o <br /> - -- -- -- -- --- EVC4 15+50.63 <br /> - -- - EVCE: 9785.24 <br /> o v. <br /> 9500 9500 '} 37571 <br /> O O^OQ) O,OmhO, m^1 <br /> Nc0 ,mO F�i <br /> O< ~N N nO-- 'R O, '0oO m m.2 OO O O C T I O-O r^np,, oil <br /> m O Y O O NN <br /> O^ - IA,mt) <br /> �+ <br /> • <br /> 0+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00 15+56 <br /> STATION, (FEET) EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION <br /> 0 100 20D FEET 0 100 200 FEET <br /> DISCLAIMER +N OLENT CRIPPLE CREEK AND VICTOR <br /> o HORIZONTAL VERTICAL JNM NEWFIELDS PRODUCED THE INFORMATION PRESENTED . ewFields GOLD MINING COMPANY <br /> o CHECK RY: ON THIS DRAWING THROUGH THE USE OF AVAILABLE <br /> o NO EXAGGERATION PROJECT <br /> c KC RECEIVING <br /> INFORMATION AND EXPERIENCE. <br /> RECEIVING THIS DRAWING DOES NOT GUARANTEE ANY VLF/OSA CLOSURE DESIGN <br /> DEyDNEO gy, RIGHTS TO EITHER SUCH TECHNICAL INFORMATION OR <br /> JNM EXPERENCE. ANY MODIFICATION OR ADAPTATION OF TITLE <br /> NG <br /> e u/ae/L9 sss=FOR Pcmm�m+� 'U JNM Dawn aY. TANG WHE ARFIOUT ANTA OR Y LIABILITY SHALLWING R LE BE A USER'S RISK SCI�T ISLAND CHANNEL 1 106035.02P N <br /> .21 REV DOTE DESCRIPTION TECH ENG JE RESPONSIBILITY TO NEWFlELDs. 230 A <br />