|
"\ / J \ \ \ 1 \ 1 \ \ \ ♦ \ -_ _ - -�� / / 11 3 / / / r f / r / / l
<br />' s / / i o o \/ \ \ 1 1 1 1 ` \ \ \ ` \ \ \ \ 1 1 \ \ o ♦ \ o• " - _ -6760.. .- — — % �,,� ®► l \ �/ / l l l l / 1 / l / / / / l
<br />/ °�° f �®®/ oo `♦ ,o, o. - \\ �\ t i \\ \ \ \ \�•�� , 'te'100, -- —.XoWATER CAPTURE STRUCTURE
<br />SEE DETAILS, SHEET 8 ® x
<br />Il
<br />1
<br />6740.. — f END CHANNEL
<br />/ / ✓' .. o ,, r \ / \ \ \ �1,0 \ \ \ \ "` -..... _ ... _ -''
<br />STA-- 7.43
<br />/ l / / / I t / 1
<br />r N. 1734709.77
<br />1 �, ♦ I ® \ \ ` o — ! r r E: 3060559.26
<br />/ / ,i / o o ♦,.® �' \ \ \ \ \ \ O \ \ -- -- r r ELEV:6731.80
<br />"o, " ♦ °� \1 i O \ G. r® 1001 100,
<br />0o\0Z4 � SCH@ 80 PVC 14'-6" TRANSITION ZONE
<br />FROM 3FT DEEP CHANNEL (U.S.) /�/ /. / ® / o \ \ / / / / l / /� /l I 1' 1 , 1{ /l 1•. �! / l l l II I II II I/ II ,f ! l 7t I I( l � I { I
<br />,1 1/
<br />/ ✓ f I t \ \ \ \ 0 \ \ ® \ \ \ " -..,. EXTEND TO DAYLIGHT AND ° ® ,✓/ ® \ / / 1 0 / I I I I I I 1 I
<br />' r '` _ _..,e TO 2FT DEEP CHANNEL (D S.) r �, \r \ l \ \ O \ \ \ \ ` \ \ \ \ ®'6730= ....., \ DISCHARGE INTO DITCH
<br />SEE SHEET 7 FOR DETAILS e �. XI/ AS -BUILT GEOWEB CHANNELSEE TYPICAL DETAIL, SHEET 7\�A
<br />, 4+010
<br />VE
<br />/ J 1 ♦ \ o o \ �. .. \\ I /` \ \ o `., -� --- r / '- •, ! 1 / 1 1 ! I 1/ �. / I I 1 1 I I I I I Y I I ( I I
<br />/ / 6� �0_ ♦ \ \ o , / \ \ \ \ o 0 o DESIGN GEOWEB CHANNEL > / 14'-6" TRANSITION ZONE
<br />/ \ ` SEE TYPICAL DETAIL, SHEET 7 \ o / / / FROM 2FT DEEP CHANNEL (U.S.)
<br />'` \ \ \\ ? \ \ o -' / 1 , TO 3FT DEEP CHANNEL (D.S.)10,
<br />��\ \ `\ o ,� , .-'" r /� e � J l / / / /� l � I I I• ! I l 1 I I j ) j I p I ( 1 I I I
<br />• � �o �`► o -- - � / , s -' / / / i / / ''I I I l { { 1 I 1 I I I I I i j
<br />/ \ ` f 1 / f / / /r1 1 I I I •I I ( ( I I t I I I / % I
<br />\,
<br />\\ f / a�' 5*00
<br />\ / i -- _ �, > > , �=a63 s
<br />Site Plan \ .d- ® /\ --�-_, _ r r ,.' / / / / / I ( / I I I / •/ t I I / ( ! 1 I , I ! ! I I w
<br />♦ \ Ff / / \i �-----____-' �",.- ,,.�
<br />0 10 2a ®\ ACCESS ROAD TO END // /I /s \ `� \ oo // / / ✓) ® /) I I I I I / {/ I; / I I I I I I I ! I 1 I I I t I
<br />Feet AT APPROX. STA 4+25 I ® \ l l i / / / ( I I , I I I I I I I I I I I
<br />t / , o > 1 { I I / I I ( I 1
<br />r/
<br />\. � l �` �. / l \ ♦ 1 -- l ✓ r l f .� I � 1 r! l rl � I I• I ! I � I � ( � I i � � I 1 1. i I
<br />. 765
<br />6760 M
<br />NOTES: 760
<br />1. IF WASTE ROCK IS EXPOSED DURING CONSTRUCTION ACTIVITIES ALONG THE
<br />-" GEOWEB-LINED CHANNEL, THE WASTE ROCK SHALL BE CAPPED WITH THE + o0
<br />755
<br />GEOMEMBRANE AND CONCRETE -FILLED GEOWEB LINER. ALL EXCAVATED WASTE it ,to
<br />�
<br />ROCK MATERIALS FROM THE NWRP SHALL BE TRANSPORTED TO THE MINNESOTA _.__�
<br />6750 ADIT FOR ONSITE DISPOSAL.. n N 750
<br />F— N
<br />J0 nu7 H W M
<br />1— LO 6 m co 6745
<br />00
<br />tilQ W n
<br />6740 ,� n � ..._ � � ....
<br />i N _ > oC _ 6740
<br />L6 C7 w w +t (�-
<br />Y� Q� �w 735
<br /><t
<br />C7 w 12.9%
<br />r EXISTINGCal
<br />_
<br />6730 Z Co cd� CD GRADE 6730 �
<br />LU p
<br />UJ if
<br />o
<br />co Q W 13.6% —
<br />+ TOP OF CHANNEL ? J 6725 w
<br />.:.. W U' w._ u _ .. J
<br />M. CD it W -- _ .2FT DEEP _... w
<br />CHA°NNEEL 6720 Q — CHANNEL 6720
<br />�-- cQ -- SEE NOTE 1 3FT DEEP
<br />6730 SEE TYPICAL 6730 cn a 00 Q _ . "
<br />CHANNEL -
<br />WATER
<br />DETAILS, Y w rn - 6715
<br />Q r- - (W � 19.4% __ __ CAPTURE
<br />SHEET o � � ____ O m CHANNEL INVERT
<br />14'-6 _ _
<br />`0 w w it TRANSITION
<br />STRUCTURE.
<br />Q 6710 o u w > _ _ ZONE SEE DETAILS, 6710
<br />6720 720 > wle,
<br />_ _ SHEETui
<br />8
<br />6705
<br />19 14.3%-
<br />6700 16.4%. 700
<br />6710 6710
<br />-0+20 0+00 0+20 `- 3 FT DEEP
<br />7:77;
<br />CHANNELSTATION (ft) 6695
<br />FT DEEP _.._
<br />PROFILE 5+00 6690
<br />--- CHANNEL 690
<br />3+50 4+00 4+50 5+00 5+50 o���ENSE® +00 6
<br />14'-6" STATION (ft) �p �o yy•.
<br />STATION 5+00 TR zoNE1ON PROFILE - STA 3+50 to 6+10 a b� `�°� z ®Ec�2p��
<br />u `. _� DiV1S10N OF REC
<br />Scale: 1" = 10' Scale: 1" = 10' ` �`� OfNINC �a1�At1 �j
<br />(Horizontal &Vertical) (Horizontal &Vertical � `� � ;®aP ANQSAFFr�,
<br />( I ) �S
<br />DISCLAIMER TEXT: AS -BUILT PLAN & PROFILE (STA 3+50 TO 6+10)
<br />12-18-2020 As -Built G NL -- THIS DRAWING HAS BEEN PREPARED 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 -- ry� PARTIES, EXCEPT AS AGREED BY ENSERO SOLUTIONS US, INC. AND COLORADO LEGACY LAND, LLC AS FORMER SCHWARTZWALDER MINE GOLDEN COLORADO
<br />8-5-2019 For DRMS Review D EW --xy 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 ` MINE LAND RECLAMATION PERMIT M-1977-300
<br />Ag
<br />MODIFIES THIS DRAWING WITHOUT ENSERO SOLUTIONS US INC.'S EXPRESS WRITTEN CONSENT so u t O n S
<br />5-22-2019 For DRMS Review B EW -- �
<br />REVISION: G 12-18-2020 SHEET No.: 6
<br />4-23-2019 Draft for internal review A EW --
<br />DATE ISSUE/REVISION REV DRW. APP. DRAWN BY: NL DESIGNED BY: SL REVIEWED BY: BR
<br />
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