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_0+q5,00
<br />6650100-t
<br />F T 30" PIPE
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<br />6640,0
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<br />alignment
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<br />1+0p.00
<br />�
<br />2+00,00
<br />B
<br />3+x0,00
<br />6750,0
<br />F4-23-2019111raft
<br />for internal review
<br />A
<br />EW
<br />---
<br />0iz
<br />6,5'
<br />0K
<br />6,5'
<br />640,00 o
<br />6740,0
<br />-�'
<br />EXISTING GROUND SURFACE
<br />>
<br />d
<br />6730'0
<br />600 MANHOLE AND FLOW FILL TO
<br />SMOOTH TRANSITION
<br />>
<br />-0,5%
<br />-0,5%
<br />3,0
<br />--- ._ _ _
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<br />-.--
<br />630.00
<br />6720.0
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<br />CUTOFF WALL
<br />2)KD50
<br />30" HP STORM DIVERSION
<br />PIPE
<br />6710,0
<br />< -5.0%
<br />-8,7 �
<br />NATIVE FILL
<br />>
<br />MIN COVER -4
<br />6700,00
<br />W
<br />-357806
<br />1+0,00 �+�.�
<br />1+5 .00
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<br />45° ELBOW
<br />-24,z%
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<br />- 5.01
<br />-1918%
<br />�-�- 6670,0`
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<br />-13.9%
<br />6660,0
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<br />t7'�
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<br />-29,'
<br />6650.0
<br />22,5° ELB❑W
<br />>
<br />>
<br />(NOTE 1)
<br />640,0
<br />W
<br />W
<br />J
<br />J
<br />6630,0
<br />W
<br />W
<br />>
<br />>
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<br />6610,0
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<br />2+00,00
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<br />Station
<br />3+25.00 3+50.00
<br />3+00,00
<br />_0+q5,00
<br />6650100-t
<br />F T 30" PIPE
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<br />630,0
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<br />0
<br />F-
<br />0+00,00 W
<br />J
<br />W
<br />4+0.0,00
<br />° ELBOW
<br />(NOTE 1)
<br />-14.7%
<br />5+0,0.00
<br />0
<br />View of 42in discharge
<br />Station
<br />line
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<br />FILL AS NECESSARY
<br />W
<br />W
<br />_j
<br />MIN COVER AT ROAD CROSSING =4,0'
<br />W 00
<br />5-22-2019
<br />For DBMS Review
<br />B
<br />EW
<br />--
<br />F4-23-2019111raft
<br />for internal review
<br />A
<br />EW
<br />---
<br />DATE ISSUE/REVISION NF -y DRw. APP.
<br />„
<br />z
<br />0
<br />F-
<br />0+00,00 W
<br />J
<br />W
<br />4+0.0,00
<br />° ELBOW
<br />(NOTE 1)
<br />-14.7%
<br />5+0,0.00
<br />0
<br />View of 42in discharge
<br />Station
<br />line
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<br />View of 42in discharge
<br />Station
<br />line
<br />z
<br />o
<br />z
<br />�o
<br />0
<br />>
<br />In
<br />Q
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<br />FILL AS NECESSARY
<br />W
<br />W
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<br />MIN COVER AT ROAD CROSSING =4,0'
<br />W 00
<br />>
<br />Q
<br />MIN COVER =12"
<br />co
<br />> m
<br />`0
<br />TYPE H RIP -RAP APRON D50=18"
<br />H
<br />6,5'
<br />0K
<br />i
<br />60" MANHOLE W/ UL I LD Lill
<br />AND FLOW FILL TO SMOOTH TRANSITION
<br />3+75M4+25.00 a+50.00 4+75=4+fl0,00 5+00,00
<br />5+40.00
<br />750,00
<br />_76740.00
<br />730,00
<br />720,00
<br />710,00
<br />700,00
<br />690.00 0
<br />680,00 _'
<br />d
<br />670,00 >
<br />660,00
<br />Ll
<br />650,00
<br />640,00
<br />630.00
<br />620,00
<br />610.00
<br />600.00
<br />5+40,00
<br />Profile
<br />60" DIAMETER MANHOLE
<br />W/ BOLTED LID
<br />EXISTING GROUND SURFACE
<br />View of 42in discharge
<br />Station
<br />line
<br />z
<br />1+0100
<br />1+50.00
<br />650,00
<br />FILL AS NECESSARY
<br />W
<br />MIN COVER AT ROAD CROSSING =4,0'
<br />W 00
<br />MIN COVER =12"
<br />co
<br />> m
<br />`0
<br />TYPE H RIP -RAP APRON D50=18"
<br />6,5'
<br />6,5'
<br />640,00 o
<br />-�'
<br />d
<br />>
<br />-0,5%
<br />-0,5%
<br />3,0
<br />--- ._ _ _
<br />}`j1 j''
<br />-.--
<br />630.00
<br />L.LI
<br />CUTOFF WALL
<br />2)KD50
<br />1,5)KD50
<br />42" HP STORM PIPE (ADS)
<br />GRANULAR BEDDING
<br />620,00
<br />0+25.00
<br />0+ 50.00 o+7s.�
<br />1+0,00 �+�.�
<br />1+5 .00
<br />Station
<br />OWN
<br />DISCLAIMER TEXT=
<br />THIS DRAWING HAS BEEN PREPARED FOR THE USE OF ALEXCO WATER AND
<br />ENVIRONMENT INC,'S CLIENT, COLORADO LEGACY LAND, LLC AND MAY NOT BE USED,
<br />REPRODUCED OR RELIED UPON BY THIRD PARTIES, EXCEPT AS AGREED BY ALEXCO
<br />COLORADo LEGACY LANDWATER AND ENVIRONMENT INC, AND COLORADO LEGACY LAND, LLC AS REQUIRED BY
<br />LAW OR FOR USE OF GOVERNMENTAL REVIEW AGENCIES, ALEXCO WATER AND
<br />ENVIRONMENT INC. ACCEPTS NO RESPONSIBILITY, AND DENIES ANY LIABILITY
<br />WHATSOEVER, TO ANY PARTY THAT MODIFIES THIS DRAWING WITHOUT ALEXCO WATER
<br />AND ENVIRONMENT'S EXPRESS WRITTEN CONSENT
<br />NOTE 1;
<br />FITTING TO BE PLACED IN
<br />BELL OF DOWNSTREAM PIPE.
<br />UPSTREAM JOINT TO BUTT
<br />AGAINST PIPE AND BE
<br />JOINTED BY MAR -MAC
<br />COUPLER
<br />(TYP,)
<br />NORTH WASTE ROCK PILE DNERSION PIPE, PROFILERAED
<br />SCHWARTZWALDER MINE, MAY 2 4 2019
<br />GOLDEN COLORADO
<br />ALEXCODMS*N of �ct.Amr"
<br />WATER TECHNICAL REVISION #28 ���
<br />E MINE LAND RECLAMATION PERMIT M-1977-300
<br />REVISION: B 5-22-19 PROJECT No.: SCHWARTZ.
<br />DRAWN BY: EW DESIGNED BY: SL REVIEWED BY: SL
<br />
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