Laserfiche WebLink
\\ \ <br /> EXISTING GROUND CONTOURS <br /> p�1 l��' ���� PROPOSED CHANNEL CONTOURS <br /> SECONDARY CHANNEL CONTOURS <br /> PROPOSED CLOSURE CONTOURS <br /> _ <br /> EXISTING ROADS/TRAILS <br /> PROP <br /> OSED RIPRAP I RAP <br /> PROPOSED GROUTED RIPRAP <br /> 99 _- PROPOSED CHANNEL \ \\ i PROPOSED CONCRETE <br /> ALIGNMENT . . ` '\'/ 80 <br /> -` — ✓ - <br /> 4,#.�� , � S1ILUNG BASIN <br /> (SEE NOTE 2) V <br /> 0 �— -- - - <br /> -_-'' <br /> / <br /> SCHIST ISLAND DWG <br /> 1t _ <br /> CHANNEL 3 250 I ` SCHIST ISLAND DWG <br /> "� �. \CHANNEL 1 230 y <br /> - `%" `.Y. NOTES: <br /> 1. SEE DRAWING 520 FOR CHANNEL CROSS SECTIONS AND DRAWING <br /> AND LINING TABLE. <br /> E 36000 - - CLOSURE SURFACE `�`�`PHASE 3 SCHIST ISLAND 525 FOR CHANNEL SIZE <br /> 2. SEE DRAWING 530 FOR STILLING BASIN DETAILS AND SIZING AND <br /> �a LOCATION TABLE. <br /> 0 100 200 FEET <br /> K:5.11 SCHIST ISLAND CHANNEL 2 ALIGNMENT TABLE <br /> 10200 LVC.50.00 10200 <br /> PVI :s K:1 44 55.22 STASTATIONNORTHING EASTING DELTA LENGTH RADIUS <br /> (D—M—S) (FT) (FT) <br /> . <br /> O1 rn� LVC:50.00 PT 0+00.00 61,288.92 35,730.96 <br /> PVl STA:6+59.1 <br /> n� I :9 69.51 PC 4+31.64 61.720.47 35,722.05 030-26-22 106.25 200.00 <br /> N Of <br /> N W D <br /> PT 5+37.89 61,822.34 35.747.52 <br /> 10000 > U `12 1 of 0000 PC 6+11.13 61,886.24 35,783.31 063-00-22 219.93 200.00 <br /> id +m <br /> - 7- _5 tO° (D 0 PT 8+31.06 62,095.09 1 35,775.12 <br /> a En W <br /> QQZ L) Lo o <br /> F rn N rn rn 6� m U EMS TING Q <br /> a n °''a I GRO ND <br /> rn a0 m <br /> m ± <br /> d PROPOSED CHANNEL a <br /> 9800 6i W v W AT TOP OF RIPRAP ocp .980+00 <br /> i — - — <br /> 0 <br /> LVC 50.00 >> 1W <br /> v 40 5TNG IN <br /> PVI STA:1+04.0 m m �j�. <br /> PVI ELEV:9960.88 ( "'••• <br /> :3. 1` <br /> PVI STA.! 5.5 <br /> 0 9600 PVI ELEV: 873.19 9600 "' >1 ? Ti •! <br /> N rn °in n <br /> n m ri ev by N"� rn nN Nri 'o <br /> m O • 1. <br /> 0+00 2+00 4+00 6+00 B+00 8+70 � ••••••••�•••• <br /> STATION, (FEET) EXISTING PROPOSED <br /> GROUND GROUND <br /> ELEVATION ELEVATION <br /> APPROVED BY: DISCLAIMER ■ ' CLIENT CRIPPLE CREEK AND VICTOR <br /> 0 100 200 FEET 0 100 20C FEET JN <br /> no NEWFlELDs =RoOUCED THE INFORMATION PRESENTED .New tet S GOLD MINING COMPANY <br /> o cHam BY: ON THIS DRAWING THROUGH THE USE OF AVAILABLE PRQIkT:T <br /> HORIZONTAL VERTICAL KC TECHNICAL INFORMATION AND EXPERIENCE <br /> NO EXAGGERATION R THIS DRAWING DOES NOT GUARANTEE ANY VLF/OSA CLOSURE DESIGN <br /> oESGNEb By. RIGWS GHTS TO EITHER SUCH TECHNICAL INFORMATION OR <br /> JNM EXPERIENCE. ANY MODIFICATION OR ADAPTATION OF MrLE <br /> 'oJ�w THE DATA OR DRAWING SHALL BE AT USER'S RISK ry� I /.�����r� 106.035.03P <br /> a A 11/OB/LY 195UID POE PERLII7B7G '�P pR,y//N BY: AND WITHOUT ANY LIABILITY DR LEGAL SCHIST ISLAND CHANNL'�I. 2 ORA NG NO. N <br /> a REV DATE DESCRIPTION TECH WG JE RESPONSIBILITY TO NEWFIEI.DS. 240 A <br />