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EXISTING GROUND CONTOURS <br /> DWG SQUAW GUy'CH � ` � �0 /� PROPOSED CHANNEL CONTOURS <br /> 220 OSA CHANNEL 2 z , --� / PROPOSED CLOSURE CONTOURS <br /> - - - ' <br /> EXISTING ROADS/TRAILS <br /> - CRT `SON DWG / PROPOSED TURF <br /> QSA,E}IANNEL 4 140 - �f - � STILLING BASIN ��/ � ) <br /> �_ . } REINFORCED MAT M <br /> ?� SQUAW GULCH OSA <br /> �� (SEE NOTE 2) PROPOSED RIPRAP <br /> CLOSURE SURFACE <br /> PROPOSED GROUTED RIPRAP <br /> PROPOSED CHANNEL ALIGNMENT- _____ <br /> ' - EAST CRESSON OSA _--. <br /> ,- - CLOSURE SURFACE -_--------- <br /> DWG SQUAW GULCH y <br /> 210 OSA--CHANNEL t NOTES: <br /> 1. SEE DRAWING 520 FOR CHANNEL CROSS SECTIONS AND DRAWING <br /> 525 FOR CHANNEL SIZE AND LINING TABLE. <br /> 2. SEE DRAWING 530 FOR STILLING BASIN DETAILS AND SIZING AND <br /> - LOCATION TABLE. <br /> ok D60 IRSASCHANNNEL 6 T CRESSON ``� <br /> 0 1DO 200 FEET <br /> 11000 11000 ECOSA CHANNEL 5 ALIGNMENT TABLE <br /> STATION NORTHING EASTING DELTA (D-M-S) LENGTH (FT) RADIUS (FT) <br /> K:625.83 PT 0+00.00 58,148.36 42,520.32 <br /> LVC:200.00 <br /> PV11 :4+32.7 - 5.50 <br /> Pi 0+00.00 58,148. 7 42.520.31 <br /> PVI :10654.71 LVC 200.00 PC 1+20.93 58,176.07 42,402.60 004-09-13 86.19 1188.88 <br /> PVI 12+16.0 <br /> 10800 PA ELEV.10630.49 10800 PT 2+07.12 58.198.84 42,319.50 <br /> +0 + Li I n n K: .98 PC 11+84.73 58,491.18 41,386.62 036-42-03 128.11 200.00 <br /> M O N M LVCA 72.59 <br /> PVI ST 16+07.0 PT 13+12.84 58,564.75 41,284.42 <br /> Ln u w i° I :10476.19 <br /> �CLO URE SURFACE •• .. � PC 16+36.63 58,827.04 41,094.56 073-43-23 230.79 179.37 <br /> z - .8 m cN1 o o `O.0 <br /> PT 18+67.42 58,890.81 40,889.03 <br /> 10600 <br /> N 4m PT 18+80.11 58,886.55 40,877.07 <br /> 10600 o 2 <br /> P\A 5i +13.8 PROP SED CHANNEL AT \ rn F <br /> d j PVI ELIE 10666.33 OF RIPRAP <br /> QQQW SVCS: 03.82 GWJ <br /> BVCE: 10665.06 <br /> `f EVCS: 23.82 <br /> rn EVCE: 1 666.05 . <br /> N i _ <br /> n GRADE BREAD STA - 0+00.0 <br /> 10400 ELEV 10 64.57 °TILLING BASIN 10400 <br /> i GRADE BREAK STA 18+07.8 <br /> 9 ELEV,= 10466.58 <br /> TIE INTO SGO�A CHANNEL 2 <br /> a _Qy- <br /> N <br /> O 3(] <br /> N <br /> i <br /> 3 102GO 1 110200 <br /> f(G N Y „] N O tp,ntO tO N N . N Oh^ V'^ N^ t0 N 1p •� ,7 N ,O,p,O Nr <oO O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 C O O 0 0 <br /> 0+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00 18+80 <br /> o CLOSURE SURFACE ELEVATION I L PROPOSED GROUND ELEVATION <br /> 0 '00 200 FEET 0 100 200 FEET STATION, (FEET) <br /> ' APPRGVED By: DISCLAIMER cLENr CRIPPLE CREEK An VICTOR <br /> o HORIZONTAL VERTICAL JN THE PRODUCED E INFORMATION PRESENTED . ewFields GOLD MINING COMPANY <br /> NO EXAGGERATION OHMM By: ON THIS DRAWING THROUGH THE USE OF AVAILABLE <br /> o KCW TECHNICAL <br /> RECEIV NG THIS INFORMATION DRAWING DOES NOT GUARANTEE UARANTEE ,ANY PROJECT VLF/OSA CLOSURE DESIGN <br /> DMImM ey: RIGHTS TO EITHER SUCH TECHNICAL INFORMATION OR <br /> P FILemme <br /> A 11/08/19 MUM Fm pygm.N8 7EP mu JN THE DANCE. ANY TA OR DRAWING <br /> SMALL <br /> OR ADAPTATION OF TITLE= <br /> a DRAWN By: MID WITHOUT ANY LIABILITY OR LEGAL USER'S PoSK EAST CRESSON OSA CEANNEL 5 106.025.021 P <br /> �, NG No. N <br /> a REV DLTE DSSCRIPITON TBCH a,,, JE RESPONSIBILITY TO NEWFlELDS. PLAN AND PROFQ.E <br /> 150 A <br />