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i <br />6740 <br />� �P . 1010 � � \ \ 1 •,�.. f' <br />r <br />D <br />w-- <br />\ \ r .�' • <br />s_ <br />6 75 <br />f <br />E` <br />1 \ • \ 10.10-q <br />.67,50 WATER CAPTURE STRUCTURE ' <br />SEE DETAILS, SHEET 8 <br />\ \ \ \� ` • -7 �„ .. ''/` END CHANNEL;, <br />1 \ _ STA: 5+95-00 <br />N: 1734721,33 1 <br />\ \ ` \ \ \ �' ' • 1010... • ` ".•� E: 306056406 <br />N, . 1• <br />i <br />\ \ `� ELEV:6732.00 / J{ <br />\ i <br />1 \ \ C 4"0 SCH 40 PVC <br />©, <br />p \, ca EXTEND TO DAYLIGHT AND rf ,F I <br />DISCHARGE INTO DITCH t / <br />j, (PG A\\ / ✓' r // / <br />i <br />GEOWEB CHANNEL 6735 \ <br />-/ <br />�� y � SEE SHEET 7 FOR DETAILS f'f �' 1 / <br />r SEE TYPICAL DETAIL, \ ct) <br />/ <br />SHEET 7 <br />1010. <br />1010 <br />1, <br />r <br />J 1 11 •, ....... _ 1010 J <br />"! f <br />- _ <br />14 6 TRANSITION ZONE <br />i <br />; FROM 3F7 DEEP CHANNEL (U.S.) `, \ ', i � �%��, \ T <br />TO 2FT DEEP CHANNEL (D.S.) s f ! I <br />4 <br />\ \6 <br />i <br />ty Site Pian <br />1"=10' <br />401 0 10 20 <br />Feet <br />6730 <br />Mm <br />6710 <br />GEOWEB <br />CHANNEL <br />SEE TYPICAL <br />DETAILS, <br />SHEET 7 <br />6700 -- <br />-20 <br />OFFSET <br />-10 0 10 <br />STATION 5+00 <br />Scale: 1" = 10' <br />(Horizontal & Vertical) <br />12-13-2019 <br />For DRMS Review <br />8-5-2019 <br />For DRMS Review <br />6-10-2019 <br />For DRMS Review <br />5-22-2019 <br />For DRMS Review <br />4-23-2019 <br />Draft for internal review <br />DATE <br />ISSUE/REVISION <br />14'-6" TRANSITION ZONE ; (( ! <br />FROM 2FT DEEP CHANNEL (U.S.) ! i p <br />TO 3FT DEEP CHANNEL (D.S.) <br />/ I ^7 <br />_ GJkdd <br />41 <br />A=107.1* <br />L=163.61 <br />R=87.50 _ .. <br />l ACCESS ROAD TO END <br />I AT APPROX. STA 4+25 <br />� 6765 <br />6690 CHANNEL <br />20 3+50 1 _T_T 4+00 4+50 <br />m <br />mm <br />ao <br />�t <br />mm <br />0mm <br />0®® <br />REV <br />{NO. DRW.i <br />LO <br />It <br />o <br />760 <br />6760 <br />NOTES: <br />01) <br />1. IF WASTE ROCK IS EXPOSED DURING CONSTRUCTION ACTIVITIES ALONG THE <br />GEOWEB-LINED CHANNEL, THE WASTE ROCK SHALL BE CAPPED WITH THE <br />Cli 00 <br />+ <br />n <br />6755 <br />GEOMEMBRANE AND CONCRETE -FILLED GEOWEB LINER. ALL EXCAVATED WASTE <br />0-00 <br />`t <br />ROCK MATERIALS FROM THE NWRP SHALL BE TRANSPORTED TO THE MINNESOTA <br />i_ <br />04 <br />w <br />rr <br />n <br />750 <br />6750 <br />ADIT FOR ONSITE DISPOSAL.. <br />¢ <br />ti <br />t�>� <br />--w <br />0 <br />Y0 <br />�`° <br />w0 <br />x,- <br />I- <br />03 C.0 <br />745 <br />+� <br />Qw <br />BOO!' <br />ca <br />�> <br />6750 <br />6740 <br />¢ <br />CO ,� <br />UJ > <br />uj <br />w <br />6740 <br />00 <br />i-- <br />[� <br />J <br />M <br />11 <br />w <br />w <br />735 <br />t� U <br />6740 <br />_ <br />w T _ <br />� � <br />EXISTING <br />673 <br />, <br />w „ <br />GRADE .- - <br />_ <br />13.0% <br />730 <br />z <br />co a- ao <br />> <br />C; co w cc TOP OF CHANNEL <br />9 w <br />_ _-.. `— <br />r J� <br />725 <br />J <br />r- c� <br />_' — -13.0%� <br />2 FT DEEP <br />w <br />6730 <br />11 <br />Z > <br />--'' <br />_ <br />�.---`CHANNEL <br />6720 <br />6720 <br />Q <br />~ Lu <br />..�- <br />SEE NOTE 1r 3 FT <br />�, Q w - <br />Y - <br />CHANNEL <br />WATER <br />u� cs� .- <br />Y o°°i_ `� co / <br />�-'`' <br />CHANNEL INVERT <br />1 611 <br />14 - <br />CAPTURE _ <br />715 <br />6720 <br />w 0, -- <br />m ct� ,-- <br />TRANSITION <br />STRUCTURE. <br />6710 <br />- <br />m � o n o.7°/° <br />2 <br />ZONE <br />SEE DETAILS, <br />6710 <br />_o i, _ _ - _ --- <br />0 <br />SHEET 8 <br />w w <br />U <br />6710 <br />6700 <br />6700 <br />------11.x% �- <br />--- ---_-----' __ _ 3 FT DEEP -''" <br />_ <br />CHANNEL <br />2 FT DEEP <br />T6695 <br />6700 <br />6690 CHANNEL <br />20 3+50 1 _T_T 4+00 4+50 <br />m <br />mm <br />mm <br />0mm <br />0®® <br />REV <br />{NO. DRW.i <br />14'-6" <br />TRANSITION <br />ZONE <br />STATION (ft) <br />PROFILE - STA 3+50 to 6+10 <br />Scale: 1" = 10' <br />(Horizontal & Vertical) <br />DISCLAIMER TEXT: <br />THIS DRAWING HAS BEEN PREPARED FOR THE USE OF ALEXCO WATER AND ENVIRONMENT INC.'S <br />CLIENT, COLORADO LEGACY LAND, LLC AND MAY NOT BE USED, REPRODUCED OR RELIED UPON BY <br />THIRD PARTIES, EXCEPT AS AGREED BY ALEXCO WATER AND ENVIRONMENT INC. AND COLORADO <br />COLORADO LEGACY LAND LEGACY LAND, LLC AS REQUIRED BY LAW OR FOR USE OF GOVERNMENTAL REVIEW AGENCIES. <br />ALEXCO WATER AND ENVIRONMENT INC. ACCEPTS NO RESPONSIBILITY, AND DENIES ANY LIABILITY <br />WHATSOEVER, TO ANY PARTY THAT MODIFIES THIS DRAWING WITHOUT ALEXCO WATER AND <br />ENVIRONMENT'S EXPRESS WRITTEN CONSENT <br />5+00 5+50 6+00 P&?e+1111 <br />O JCI J. 40 <br />+5�� <br />(-' �,Q ..1..34 'n'`� <br />PLAN & PROFILE (STA 3+50 TO 6+10) <br />A i- z k coNORTH WASTE ROCK PILE DIVERSION CHANNEL <br />FORMER SCHWARTZWALDER MINE, GOLDEN COLORADO <br />1k T TECHNICAL REVISION #28 <br />ENVIRONMENT MINE LAND RECLAMATION PERMIT M-1977-300 <br />REVISION: E 12-13-2019 SHEET No.: 6 <br />DRAWN BY: TSC DESIGNED BY: SL REVIEWED BY: JL <br />