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<br />a � ® ® ® ` "'.. ..,,. ,~ --" -,.e
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<br />®AS BUILT GEOWEB CHANNEL "`-
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<br />1-,��„.
<br />SEE TYPICAL DETAIL, SHEET 7 -
<br />_ '' \ , \ - '' ~ - ... \ \ - _ _ - ♦ .
<br />DESIGN GEOWEB CHANNEL11�
<br />®
<br />O°o\
<br />®
<br />CJI \
<br />co `` ` - ` '`I� ` `'` ' 1' ` `” '' `' ` `'
<br />- .. - DESIGN GEOWEB CHANNEL
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<br />SEE TYPICAL DETAIL, SHEET
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<br />�---
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<br />SEE TYPICAL
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<br />-
<br />L-3--0-
<br />DETAILS, SHEET 7
<br />r < I I i I I I I I
<br />I ! I
<br />e - - - - -
<br />6700
<br />_
<br />6700
<br />J
<br />0
<br />6690
<br />690
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<br />Ili
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<br />668_-6680
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<br />I _----' I ;- _ - �' -,- I
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<br />6670
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<br />6670
<br />_ -- . _ -' -- , \ \ \ \Z
<br />6667
<br />6667
<br />-0+40
<br />-0+20 0+00 0+20
<br />0+40
<br />` \ \ W I -• ti
<br />STATION 2+25
<br />\ i
<br />� � Si�®
<br />Site Plan
<br />,- -
<br />Scale: 1 10'
<br />(Horizontal & Vertical)o
<br />1 - 10 \ \
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<br />1------
<br />`�'
<br />10 zo \ \ \ \ e
<br />\ ° \ \
<br />\ ► \
<br />Feet
<br />6720--.,--. _ _____ . _ _.... _ .. _._.._ __...fn6720
<br />00
<br />NOTES:
<br />1. IF WASTE ROCK IS EXPOSED DURING CONSTRUCTION-..___
<br />_
<br />ACTIVITIES ALONG THE GEOWEB-LINED CHANNEL, THE WASTEIt
<br />ROCK SHALL BE CAPPED WITH GEOMEMBRANE AND THE
<br />----
<br />6710 CONCRETE-FILLED GEOWEB LINER. ALL EXCAVATED WASTE -�
<br />Y -
<br />r�
<br />_�__-___N
<br />ROCK MATERIALS FROM THE NWRP SHALL BE TRANSPORTED
<br />"6710
<br />C00
<br />Q 6
<br />oo
<br />TO THE MINNESOTA ADIT FOR ONSITE DISPOSAL.
<br />UJ
<br />coo 705
<br />+
<br />6720
<br />6720
<br />- - _._ _ _ __._ --- . _._.. __, ..
<br />_ m
<br />_
<br />W
<br />r-
<br />UJ
<br />TOP OF CHANNEL u.:_, 6700
<br />_._., GEOWEB CHANNEL ....
<br />6700
<br />SEE TYPICAL
<br />Y
<br />. 0o
<br />z
<br />o
<br />a,
<br />DETAILS, SHEET 7
<br />w
<br />o
<br />_ __� a
<br />6695
<br />_. _- _._ NI
<br />_ o
<br />6710
<br />710
<br />00
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<br />13.9%
<br />ii
<br />--
<br />--
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<br />0
<br />14.6%
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<br />_EXISTING GRADE._m
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<br />CHANNEL INVERT w
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<br />16.7% _�
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<br />_...
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<br />SEE NOTE 1 6675
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<br />W
<br />_-- __--
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<br />�
<br />5
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<br />TV,
<br />6670
<br />6670
<br />19.0%
<br />6680
<br />6680
<br />6665
<br />,--
<br />-0+40
<br />-0+20 0+00 0+20
<br />0+40
<br />STATION (ft)
<br />6660
<br />6660
<br />STATION 3+25
<br />-
<br />6655
<br />Scale: 1" = 10'
<br />(Horizontal & Vertical)
<br />6650
<br />6650
<br />1+50 2+00
<br />2+50
<br />3+00
<br />STATION (ft)
<br />o0 LIC�t
<br />NOTES:
<br />1. AT A MINIMUM, THERE WILL 3 FEET OF COVER OVER ALL WASTE ROCKMATERIAL IN
<br />PROFILE
<br />- STA 1 +50 to 3+50
<br />p�P�
<br />� E 61:
<br />THE ROADWAY. ALL EXCAVATED WASTE ROCK MATERIALS FROM THE NWRP SHALL
<br />BE TRANSPORTED TO THE MINNESOTA ADIT FOR ONSITE DISPOSAL. TYP.
<br />;Q 41 4
<br />DEC 282020 � ^ '•�
<br />Scale: 1" = 10'
<br />1Za
<br />(Horizontal & Vertical)
<br />01V'916N OF NE-OLAIWA17ON Ssi NA
<br />MINING AND ; ETy
<br />DISCLAIMER TEXT:
<br />AS-BUILT PLAN & PROFILE (STA 1+00 TO 3+50)
<br />12-18-2020
<br />As-Bunt
<br />G
<br />NL--
<br />THIS DRAWING HAS BEEN PREPARED FOR THE USE OF ENSERO SOLUTIONS US, INC.'S CLIENT,
<br />—.
<br />COLORADO
<br />LEGACY LAND
<br />COLORADO LEGACY LAND, LLC AND MAY NOT BE USED, REPRODUCED OR RELIED UPON BY THIRD
<br />PARTIES, EXCEPT AS AGREED BY ENSERO SOLUTIONS US, INC. AND COLORADO LEGACY LAND, LLC AS
<br />REQUIRED BY LAW OR FOR USE OF GOVERNMENTAL REVIEW AGENCIES. ENSERO SOLUTIONS US INC.
<br />�
<br />EFORMER
<br />NORTH WASTE ROCK PILE DIVERSION CHANNEL
<br />MINE,
<br />SCHWARTZWALDER MINE GOLDEN COLORADO
<br />TECHNICAL REVISION #28
<br />06-15-2020
<br />Field Adjustment
<br />F
<br />KB
<br />--
<br />12-13-2019
<br />For DRMS Review
<br />E
<br />TSC
<br />--
<br />8-5-2019
<br />For DRMS Review
<br />D
<br />EW
<br />--
<br />ACCEPTS NO RESPONSIBILITY, AND DENIES ANY LIABILITY WHATSOEVER, TO ANY PARTY THATNSERO
<br />MODIFIES THIS DRAWING WITHOUT ENSERO SOLUTIONS US, INC.'S EXPRESS WRITTEN CONSENT
<br />S O'
<br />u t O f1 S
<br />MINE LAND RECLAMATION PERMIT M-1977-300
<br />6-10-2019
<br />For DRMS Review
<br />C
<br />EW
<br />--
<br />5-22-2019
<br />For DRMS Review
<br />B
<br />EW
<br />--
<br />REVISION: G
<br />12-18-2020
<br />SHEET No.: 5
<br />4-23-2019
<br />Draft for internal review
<br />A
<br />EW
<br />--
<br />DRAWN BY: NL
<br />DESIGNED BY: SL
<br />REVIEWED BY: BR
<br />DATE ISSUE/REVISION REV DRW. APP.
<br />
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