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5 Spillway Details
<br /> P
<br /> _
<br /> 2' IN SPILLWAYS
<br /> 2' 1' IN
<br /> CHANNEL
<br /> f S
<br /> 2
<br /> "MIN
<br /> THICK FILTER LAYER 2" D50
<br /> THICK RIP
<br /> P RAP LAYER 6 D50
<br /> { Scale. 1 -- 100 FILTER FABRIC 2"THICK FILTER LAYER 2" D50
<br /> ;, t,
<br /> EE r CUT OFF WfNG WALLS
<br /> / 13.5 THICK RIP RAP LAYER 9 DSO
<br /> 7i Existing Contours WILL PREVENT SEEPAGE,+,',f� �► w7 0.75 H FLUME
<br /> OUTSIDE OF FLUME
<br /> FILTER FABRIC
<br /> 1 Design Contours
<br /> SECTION -B
<br /> _ SECTION A-A' B
<br /> A' CHANNEL AFTER DISCHARGE POND FLUME
<br /> ON EMBANKMENT
<br /> ,{`,<; F, f,{r ;;', DISCHARGE POND FLUME AND
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<br /> 1 i r f i t t± !i F{ ..
<br /> EMERGENCY SPILLWAY
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<br /> ff'�t.;ail rYr {i± d i{{If ;frl`!
<br /> 2' IN SPILLWAYS
<br /> Slfj jf 'F"�.g{ .±�.:t'aif..t -,.„,,e
<br /> it iF ,1. S, .,'t {: f a{
<br /> f 1' IN CHANNELS
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<br /> 2
<br /> f `" 3 THICK 2 D50 WHERE NECESSARY
<br /> THICK FILTER LAYER 2 D50
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<br /> ';- - - -- THICK RIP RAP LAYER 6 D50t r FILTER FABRIC
<br /> r SECTION V—
<br /> V
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<br /> �`': .�,� # / A4-•-...�a, t. f, ,, , i ,{ ''�.4 � €t.. ±_ , ;;, .'�. MILD SLOPE EXISTING CHANNELS
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<br /> I f °i�i � :" °� i {3'.`,' '^*,.,. + `--.q (, r x e{`is {� {' .i'?i {'
<br /> t;,g cf r, i.(ti ��- '�`w `, ;, ;fr ,4 t° ;,, ;,f! BE
<br /> PONDS R
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<br /> . ± f {. } � �. ,,d: €.;, f{ P SECTION D D
<br /> ii ae7t;{ r±j
<br /> - f a t b a f f' /1{e F i.!
<br /> li v ti' /rtl ±tl ti iY,±± {Sf(
<br /> ,'{ ;. ,{., ,'N 4 {fc ,> 4 f.{{ TYPICAL SPILLWAY AND CHANNEL AT
<br /> \� 11 �', � �`- dorf F{FD.:;{r `t aq fi i
<br /> SETTLING POND AND LARGE PONDS
<br /> -'-'". ^•±f r:'± g f i t i, `' �4. Ji%t i fY;'ii FI €rd,, d u ff
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<br /> y±i{ iA fit
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<br /> J€ it j+di 2b of 1s�i
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<br /> NOTES:
<br /> •' 'w. �` y 5 e ' :`i a,c:'s,i ;.� 4l\s Y� tt l ; �� � � ±f/.±r ,<'±�tF'��
<br /> ?;s
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<br /> x
<br /> F ±, �,'� �a ±±.. �,' �ti 1. Prior t P f 1 ,. � , , � - , { a o an N DES discharge point being approved for this facility the water levels will be maintained
<br /> a
<br /> O
<br /> sufficient to contain a 1 at}- r 24-hr storm event. This equates to the full volume of the lowest n (Pond
<br /> !! Y � pod 4
<br /> 4
<br /> .p
<br /> °moo fi / `, ;;' °�`� `�;;= � , or 6" of storage in the next to lowest and Pond 3
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<br /> 9 p ( )
<br /> �o 't � w 40
<br /> `�.-
<br /> 4 '�
<br /> - a a Mt
<br /> \1 3
<br /> `� ii {{ _.. g
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<br /> �4
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<br /> •y
<br /> X
<br /> x
<br /> X X X ------ X X ---- X X X X X X X
<br /> PondEmbankment
<br /> 1If. '
<br /> MEMO"2 0
<br /> TOP ELEV: 5605
<br /> SPILLWAY ELEV: 5603
<br /> 5 610 5680
<br /> TOP ELEV: 5672
<br /> SPILLWAY ELEV: 5671
<br /> I EMERGENCY SPILLWAY FLOW LINE I [
<br /> ,......e..�_._..�,���
<br /> P
<br /> 5675
<br /> ORIGINAL GROUND ; ,
<br /> i
<br /> FINISHED POND EMBANKMENT
<br /> — FINISHED GROUND
<br /> l s $
<br /> i
<br /> PRIMARY SPILLWAY FLOW LINE # `'—
<br /> —
<br /> „ ORIGINAL GROUND
<br /> ND
<br /> 3
<br /> 3
<br /> 1
<br /> FLUME
<br /> 5600� I � b - ._--� �- i � � .��d_,�-.�_ w...—k..w..o 5 6 7 0
<br /> �, m��
<br /> e
<br /> 5595
<br /> 5665
<br /> 5590
<br /> 5660
<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 1 +60 1 +70 0+00 0+10 0+20 0+30 0+40 0+50
<br /> SECTION F-F'
<br /> SECTION E-E'
<br /> 5660
<br /> ..,Y..,_
<br /> TOP ELEV: 5652 ? € t
<br /> TOP ELEV: 5632
<br /> SPILLWAY ELEV: 5650 3 SPILLWAY ELEV; 5630
<br /> I
<br /> s
<br /> f
<br /> ,
<br /> {
<br /> FINISHED POND EMBANKMENT
<br /> a s
<br /> i
<br /> FlNI H P
<br /> F
<br /> S ED POND EMBANKMENT
<br /> 1
<br /> i
<br /> I -.�
<br /> f
<br /> f
<br /> t t
<br /> s
<br /> s
<br /> a
<br /> 5645 t � � . r � , , -- � � 5625 £ �-----..3� _.ate _ ., __.ny ,. _.�� .r; -�.4r . ,°.,m..�f,_, _. w .__.c s .s.........
<br /> ORIGINAL GROUND
<br /> ORIGINAL GROUND 3 ?
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<br /> } z.C •�r� Y
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<br /> S 2
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<br /> .._.� ,._____.._���..�....,....,�`,�.,.T.......,_._.�_._....,,....,._..�...... ..-._�_!...,..-_.... ..-.....__-.__........ .. __ - ...... .tea.... ._ , ,�°_-.._...__. 7
<br /> 0 Y -...>..._....__ 5620
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<br /> ( ter.o�,�1r..r� - ! ( � @ i - ""4•�.��..��.r�..�,��.r�� .fP
<br /> F i
<br /> t
<br /> r
<br /> i `t...... .-�... .. ...........__....,,.... ,.�,�� �,�.�� 5615
<br /> ---mo.,..,..-.w",..,�..,........,.�...,.-. �w....,»...,.,..._. .... ...... _ .. ..............,,.- ......,.ten,...., -_.. _. .,.....-,�,-,.......... -_ - .
<br /> I
<br /> n
<br /> ,
<br /> s
<br /> 1 1
<br /> I
<br /> 56,30 5 610
<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 +50
<br /> SECTION G-G' SECTION H-H'
<br /> �eclama��o�,
<br /> piviSscn°� &SfetY
<br /> DESERADO MINE
<br /> �. BLUE MOUNTAIN ENERGY, INC. 3607CO NTYRO6A48D65
<br /> RANGELTitle
<br /> •
<br /> 43992MAPz 160 B Seam Dewatering System 2
<br /> � •••••••••.•• �� Dwg location:
<br /> �ss�®NAB- O:\Engineering Projects\XC 88 Dewatering System\Drawings\ Map 160-TR-70.dwg
<br /> Dwg by: Check by: pp-. ba
<br /> JLT S cle Rev
<br /> No. Revision Date Check by 10/4i16 Date Date Gate as noted 0
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