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Lu <br />Z W <br />J Ljj <br />X 7: <br />CO <br />W <br />< W <br />6680 6680 <br />rn+ <br />DISSIPATION BASIN, GEOWEB CHANNEL <br />SEE SHEET 9 SEE TYPICAL DETAIL, <br />-6670 �6650 SHEET7 <br />6670 <br />GEOWEB CHANNEL <br />A+00 <br />SEE TYPICAL <br />DETAILS, SHEET 7 -- ---- ---- ....... .................... . . <br />6660 - 10' 6660 01 <br />RIPRAP CHANNEL + <br />SEE SHEET,9-,,.. <br />2 <br />6650 -6650 4 <br />-S, <br />_S1 <br />()0140 <br />3' <br />NWRP ACCESS <br />I ROAD, SEE <br />6640- -6640 DETAIL, SHEET 7 <br />BEGIN CHANNEL <br />STA: 0+00.00 <br />N: 1734871.92 <br />E: 3060087.36 <br />6630 6630 ELEV: 6639.75 <br />OFFSET <br />-20 -10 0 10 20 30 <br />STATION 1+00 ©�Q <br />Scale: 1 10' �5 <br />Lu <br />+ <br />(Horizontal & Vertical) Site Plan ROADWAY CROSSING, (n <br />NOTES: low lit =10' SEE SHEET 9 <br />1. AT A MINIMUM, THERE WILL BE 3 FEET OF COVER OVER ALL WASTE ROCK <br />MATERIAL IN THE ROADWAY. ALL EXCAVATED WASTE ROCK MATERIALS FROM 0 10 20 <br />THE NWRP SHALL BE TRANSPORTED TO THE MINNESOTA ADIT FOR ONSITE Feet <br />6�11 <br />DISPOSAL. N <br />o <br />6690— 6690 <br />6685 <br />cli <br />00 m <br />—6680 <br />6680— + <br />0") <br />U-) <br />cl� 00 <br />00 <br />6675 <br />co + <br />LO 0 cr) < L6 <br />co 11 CL Zp Lu U-) 6670 <br />LO + 'It X (0 <br />6670— Cq LO M (0 <br />Z <br />�o Lu <br />N W (D 0 > <br />11 <br />+ r- 211 §W <br />O + P,� Z <br />cf) 6665 <br />W �5 > <br />C14 0 W 0 W <br />C� TOP OF CHANNEL _J _j <br />vt m CD < ui —6660 <br />6660— uj It W 11 <br />rlu') W J uJ EXISTING GRADE 0i <br />- <br />W tY cp 0 > (u! <br />X 0 co (0 W A`/0 <br />ca CD Lu <br />6650Wa 11 0 > 0 W —6650 <br />— > W <br />GRADE TO DAYLIGHT W (D W j 7.4% <br />0 W6645 <br />SEE NOTE 1 <br />CHANNEL INVERT <br />—6640 <br />6640— <br />6635 <br />NOTES: ROADWAY DISSIPATION BASIN, —6630 <br />1. IF WASTE ROCK IS EXPOSED DURING 6630— CROSSING, SEE SHEET 9 <br />CONSTRUCTION ACTIVITIES ALONG THE SEE SHEET 9 <br />GEOWEB-LINED CHANNEL, THE WASTE ROCK 6625 <br />SHALL BE CAPPED WITH GEOMEMBRANE AND <br />THE CONCRETE -FILLED GEOWEB LINER. ALL —6620 p,01 0 t /C <br />EXCAVATED WASTE ROCK MATERIALS FROM 662 0 <br />THE NWRP SHALL BE TRANSPORTED TO THE _1+00 -0+50 0+00 0+50 1+00 1+50 <br />(ft) <br />MINNESOTA ADIT FOR ONSITE DISPOSAL. STATION cn 41234 <br />PROFILE - STA -1+00 to 1+50 <br />Scale: I" = 10' SS')NA. <br />(Horizontal & Vertical) <br />DISCLAIMER TEXT: PLAN & PROFILE (STA -1+00 TO 1+50) <br />THIS DRAWING HAS BEEN PREPARED FOR THE USE OF ALEXCO WATER AND ENVIRONMENT INC.IS <br />CLIENT, COLORADO LEGACY LAND, LLC ,AND MAY NOT BE USED, REPRODUCED OR RELIED UPON BY NORTH WASTE ROCK PILE DIVERSION CHANNEL <br />L E X C 0 <br />12-13-2019 For DRMS Review E TSC THIRD PARTIES, EXCEPT AS AGREED BY ALEXCO WATER AND ENVIRONMENT INC. AND COLORADO FORMER SCHWARTZWALDER MINE, GOLDEN COLORADO <br />8-5-2019 For DRMS Review D EW — 1,k.,,C0L0RADo LEGACY LAND LEGACY LAND, LLC AS REQUIRED BY LAW OR FOR USE OF GOVERNMENTAL REVIEW AGENCIES. TER TECHNICAL REVISION #28 <br />6-10-2019 For DRMS Review C EW — ALEXCO WATER AND ENVIRONMENT INC. ACCEPTS NO RESPONSIBILITY, AND DENIES ANY LIABILITYNVI RON M E:NT MINE LAND RECLAMATION PERMIT M-1977-300 <br />5-22-2019 For DRMS Review B EW <br />WHATSOEVER, TO ANY PARTY THAT MODIFIES THIS DRAWING WITHOUT ALEXCO WATER AND "INNW ENVIRONMENT'S EXPRESS WRITTEN CONSENT REVISION: E 12-13-2019 SHEET No.: 4 <br />4-23-2019 Draft for internal review A EW <br />DATE ISSUE/REVISION REV DRW. APP. DRAWN BY: TSC DESIGNED BY: SL REVIEWED BY: IL <br />No. <br />RECEIVED <br />DEC 2 8 202o <br />DIVISION OF RECLAMATION <br />NINO AND SAFETY <br />