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<br /> Spillway Details
<br /> P Y
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<br /> � 2 iN SPILLWAYS
<br /> CHANNELS
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<br /> 1 IN CW S
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<br /> t, w
<br /> �' GUT OFF/WING WALLS
<br /> ! Contours
<br /> `. ENT SEEPAGE ME
<br /> '�
<br /> WILL PREY 0.75 H FLU
<br /> Existing , FILTER FABRIC
<br /> � E
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<br /> � d a
<br /> OUTSIDE OF FLUME
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<br /> � �tCS ND I n CC"�r1 © A A DISCHARGE PO
<br /> Y l r! � DG'S SECTION AFTER DISCH E
<br /> CHANNEL
<br /> R m
<br /> .:.. t
<br /> ¢ .--•�-a----�...,_ ..�.-.m m r era fa.,r.e A a
<br /> DISCHARGE POND FLUME AN
<br /> D ON EM
<br /> BANKMENT T
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<br /> EMERGENCY SPILLWAY LLW AY
<br /> f. a t
<br /> IN SPILLWAYS
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<br /> 1 IN CHANNELS
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<br /> C
<br /> MILD SLOE E
<br /> [NGCHANNELS
<br /> SECTION C
<br /> . Pr. }P , ! d! BETWEEN PONDS
<br /> SECT
<br /> ION
<br /> O N D D
<br /> t P Y T
<br /> A a , 9 r m
<br /> CHANNEL A
<br /> m m ! dt
<br /> N CH WAY AND Y '"`�., TYPICAL SPILL
<br /> P, m ,
<br /> SETTLING POND AND LARGE PONDS
<br /> e 1 f i
<br /> >"^,•.. m F ! lY.rY} mY � e 9 0P AP3 E 4a 4: '!f' + >.. w,.,'y
<br /> a
<br /> ai.a:.rr.. , P ✓!ar7Ee?
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<br /> ,..' '^^*_. �....� }!a d dt a!P � !>Q' ml9/:,to d,m-et•:P Are !+!. ..
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<br /> .AY
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<br /> P io:..a• - ,. :: ,..... ,,.... ^„: .;-.. As. t - .: � t.. is
<br /> NOTES
<br /> r tST r Y! i
<br /> m AA m m
<br /> 4 ........ ar r, tAr•,t�r;rwater
<br /> lr�
<br /> the w to levels
<br /> etsw111 be maintained o
<br /> Ine d
<br /> � rto nNPDES dtschar e aInt been aProved o � f cr
<br /> _yr 24 hr storm event. This equates to the full volume of the lowest pond
<br /> P ond 4
<br /> )suffcient to contain a 104
<br /> or fi of storage in the next p ( }and Pond 3 xt to lowest .
<br /> .. '', � ,! � r+'./"r _ �! • , ,.,..E P. _, , "4.' ,'. � `� -40—�"^.^-.._..
<br /> l �' ••�,.
<br /> Q
<br /> AN
<br /> yi ,•,w.a _ ,,,,,,,�....w_..... .f e e e 3 ..ytt i '��,. b.. " s_ _
<br /> r
<br /> i I\
<br /> ` f
<br /> ---�---•- . X X
<br /> • 1 t
<br /> Pond
<br /> ,r
<br /> I ,
<br /> !
<br /> y\
<br /> Embankment ross Se
<br /> ctions
<br /> 1 20
<br /> TOP ELEV: 5605
<br /> SPILLWAY ELEV: 5603 5680
<br /> ' TOP ELEV: 5672
<br /> 5610 ? ( SPILLWAY ELEV: 5671
<br /> I ; a
<br /> EMERGENCY SPILLWAY FLOW LINE 5675
<br /> FINISHED POND EMBANKMENT
<br /> 5605 �,.,-ORIGINAL GROUND
<br /> FINISHED GROUND ORIGINAL GROUND
<br /> PRIMARY SPILLWAY FLOW LINE 3
<br /> FLUME _-- 5670
<br /> 5600 W ,
<br /> 5665
<br /> 5595
<br /> 5660
<br /> 5590 +60 0+70 0+80 0+90 1 +00 1 +10 1 +20 1 +30 1 +40 1 +50 1 +60 1 +70 0+00 0+10 0+20 0+30 0+40 0+50
<br /> 0+00 0+10 0+20 0+30 0+40 0+50 0
<br /> SECTION F-F
<br /> SECTION E-E'
<br /> 5640
<br /> 5660 TOP ELEV: 5532
<br /> SPILLWAY ELEV: 5630
<br /> TOP ELEV: 5652
<br /> a SPILLWAY ELEV: 5650
<br /> 5635
<br /> 5655
<br /> i
<br /> , t
<br /> >o
<br /> ___.. 5630 _s
<br /> � € FINISHED POND EMBANKMENT
<br /> 5650
<br /> j
<br /> :
<br /> r: 5 �nNI5HED POND EMBANKMENT
<br /> a f 5 6 2 5 -- .�._..� _ _
<br /> _w. GROUND
<br /> 5645
<br /> -- ,-ORIGINAL G 4U
<br /> —
<br /> �` r
<br /> ORIGINAL GROUND 1
<br /> ___._
<br /> 5640 _ 1 �_��
<br /> •
<br /> P
<br /> >
<br /> �lt ,
<br /> ,
<br /> — 5615
<br /> 5635
<br /> -- .
<br /> 5610
<br /> 63 5 0 -.
<br /> 50
<br /> 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1 +00 1 +10 1 +20 1 +30 1 +40 1 +50 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1 +00 1 +10 1 +20 1 +30 1 +40 1 +
<br /> S SECTION H-HI
<br /> SECTION G-G'
<br /> TR-70
<br /> Approved 11/18/2016
<br /> o{Reclamat�ori.
<br /> p�vis �i+n9&Safety
<br /> MOUNTAIN
<br /> DESERADO MINE
<br /> BLUE ENERGY, INC8 RANGELY, O8164865
<br /> )moo® Title
<br /> 43992 160 MAPB Seam Dewatering System2%
<br /> DWg location:
<br /> 0AEngineering Projects=88 Dewatering System\Drawings\Map 160-TR-70.dwg
<br /> ss/®NAL�`� Dwg by: JLT Check by: PPr. by: Scale Rev
<br /> as noted 0
<br /> No, Revision Date Check by Date 10/4/16 Date Date
<br />
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