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-_ e' e,- _ ` f/ / / / j/ l / / ' , / , <br />�/ \ / ' 1 1 1 1 0 \ \ \ \ ` I \ \ \ 1 \ \ \ \ \ \• e "6750.. ,,,, � - li .11 o <br />Ie000 <br />J /I WATER CAPTURE STRUCTURE <br />/ s °o / / \ ♦ \ / \ 1 \ \ \ 1 \ \ \ _ ,�: • ' _ — e' ,- �-o° / SEE DETAILS SHEET 8 <br />+6740 ' — _ ,,, ..- �' ,- �' END CHANNEL / � • J I � / / / l l 1 I l 1 I <br />\ \ e <br />\ \ \\ \ �� �_ __ �'' S�5+97.43 <br />e' e N- 1734709.77 <br />E: 3060559.26 <br />-00 <br />ELEV: 6731.80 <br />dr- <br />`�_ �� \ � ♦ P \ � \ \ \ \ � \ \ \ \V o-1-�---_--________._.-- �ee s � / f / / 1 1 1 1 1• � / 1 I I I I I 1 f 1 ( 1 1 I 1 <br />f 14 6 TRANSITION ZONE O „ o <br />FROM 3FT DEEP CHANNEL (U.S.) — -Z _ 4 QS SCH9 80 PVC <br />TO 2FT DEEP CHANNEL D.S. e " \ / \ \ \ \ \ \ \ \ EXTEND TO DAYLIGHT AND' <br />✓/ / \ / / / / 1 1 I I I I I J I I <br />() `� \ \ \ \ \ ! \ \ \ \` 6730 1 DISCHARGE INTO DITCH s / J / / / 1 1, <br />/ o \ / / / / 1 <br />SEE SHEET 7 FOR DETAILS <br />AS -BUILT GEOWEB CHANNEL <br />SEE TYPICAL DETAIL, SHEET 7 <br />. <br />1 �� �/ l <br />I `� \ \ \ \\ ~®r \.� � _\_— � ee' <br />// \\ ~�.\\ e „ � r l � / / l• I I I 11 / 1 I I I I ' I I I J I <br />6y�o e \ \ \ \ \ , \ \ \ DESIGN GEOWEB CHANNEL 1 \ e e / ® 14'-6" TRANSITION ZONE <br />SEE TYPICAL DETAIL, SHEET 7 1 \ / / ( , FROM 2FT DEEP CHANNEL (U.S.) <br />c <br />TO 3FT DEEP CHANNEL (D.S.) 1 ) I I 1 I I <br />�/' ,�\\�� <br />( \ \ / �� � 1 1 \ \ s� \ 1 '' i / -- ---- <br />/ % ✓/ � \\ `� <br />"/' <br />/ � \ � � ♦ �. / \ ♦ �� / l l ( 1 1 I 1 I I J I I I I <br />� / \ .♦ a e \ � i / // / / / /1 I I I I � I I 1 I I I I / I I I / / 1 <br />5+00 <br />—_J ' t=4sa,�.38 <br />Site Planof <br />00, <br />F 0 10 20 `\ ACCESS ROAD TO END <br />Feet AT APPROX. STA 4+25 <br />�. i I � �./ ( \ > 1 ---__- / ✓ l / ! l � l ,( l �l � I I• I � I � 1 � I ► I � � � I I 1. � I <br />6765 <br />1 I M <br />6760 NOTES: _ - - 6760 <br />- 1. IF WASTE ROCK IS EXPOSED DURING CONSTRUCTION ACTIVITIES ALONG THE + <br />GEOWEB-LINED CHANNEL, THE WASTE ROCK SHALL BE CAPPED WITH THE + 00 <br />-- _._ fi LL 6755 <br />GEOMEMBRANE AND CONCRETE -FILLED GEOWEB LINER. ALL EXCAVATED WASTE n t Q <br />6750 ROCK MATERIALS FROM THE NWRP SHALL BE TRANSPORTED TO THE MINNESOTA � co <br />ADIT FOR ONSITE DISPOSAL.. co <br />N _ ._ 6750 <br />_—_ - - N <br />Ln n M <br />' � m 00 60 � 6745 <br />F-: Q w <br />(0 N <br />6740 _ I 6740 <br />u7 � D <br />r <br />C° �` w 6735 <br />Y w 12.9% <br />' �14h � EXISTING ,.. � <br />6730 � GRADE a � 6730 z <br />w_..._. p <br />co > 13.6% <br />0 + TOP OF CHANNEL 6725 w <br />GEOWEB w -- _ 2 FT DEEP <br />__. 6720------------w — __ CHANNEL <br />6730 _----F--CHANNEL 6730 CO. _ SEE NOTE 1 - 6720 <br />SEE TYPICAL _:._ _ �_. � n __-- 3FT DEEP <br />a, CHANNEL _ <br />DETAILS, w ° -- WATER 6715 <br />' co 18.5 /0 17-1% <br />SHEET 7 Z w � m mCHANNEL INVERT14'-61'CAPTURE <br />m w w n �, _ — -STRUCTURE. <br />6710 w Cx w uL __TRANSITION SEE DETAILS, v 6710 <br />ZONE <br />6720 720. J � SHEET 8 <br />UJ __.. <br />6705 <br />14.3% <br />6700 16.4% 6700 <br />6710 _ 6710-..�._� �- -- <br />-0+20 0+00 0+20 3FT DEEP <br />STATION (ft) - CHANNEL - 6695 <br />2 FT DEEP <br />PROFILE 5+00 6690 -� CHANNEL <br />3+50 ,� 4+00 4+50 5+00 5+50 6+00..,Li�F <br />141-611 STATION (ft) 'RECEIVE' moo` �v � J. <br />TRANSITION � Q" <br />STATION 5+00 PROFILE - STA 3+50 to 6+10 MAR 16 2021 41 4 <br />ZONE <br />Scale: 1" = 10' <br />Scale: 1" = 10' ' <br />(Horizontal &Vertical) Horizontal &Vertical ss�� LENG�� <br />( ) <br />03-09-2021 As -Built H NL -- DISCLAIMER TEXT: AS -BUILT PLAN & PROFILE (STA 3+50 TO 6+10) <br />12-18-2020 As -Built G NL -- THIS DRAWING HAS BEEN PREPARES) FOR THE USE OF ENSERO SOLUTIONS US, INC.'S CLIENT, <br />06-15-2020 Field Adjustment F KB -- COLORADO LEGACY LAND, LLC AND MAY NOT BE USED, REPRODUCED OR RELIED UPON BY THIRD ® NORTH WASTE ROCK PILE DIVERSION CHANNEL <br />12-13-2019 For DRMS Review E TSC -- ,,,r„ PARTIES, EXCEPT AS AGREED BY ENISERO SOLUTIONS US, INC. AND COLORADO LEGACY LAND, LLC AS ® FORMER SCHWARTZWALDER MINE, GOLDEN COLORADO <br />8-5-2019 For DRMS Review D EW -- COLORADO LEGACY LAND REQUIRED BY LAW OR FOR USE OF GOVERNMENTAL REVIEW AGENCIES. ENSERO SOLUTIONS US, INC. ENSERO TECHNICAL REVISION #28 <br />6-10-2019 For DRMS Review C EW -- ACCEPTS NO RESPONSIBILITY, AND (DENIES ANY LIABILITY WHATSOEVER, TO ANY PARTY THAT S O ut I O n S MINE LAND RECLAMATION PERMIT M-1977-300 <br />5-22-2019 For DRMS Review B EW -- MODIFIES THIS DRAWING WITHOUT ENSERO SOLUTIONS US, INC.'S EXPRESS WRITTEN CONSENT <br />4-23-2019 Draft for internal review A EW -- <br />REVISION: H 03-09-2021 SHEET No.: 6 <br />DATE ISSUE/REVISION REV DRW. APP. <br />DRAWN BY: NL DESIGNED BY: SL REVIEWED BY: BR <br />