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/ <br />M <br />M <br />m <br />m <br />m m <br />co <br />00 <br />O <br />o <br />C <br />o <br />/ <br />PERMIT <br />BOUNDARY / <br />500 <br />a <br />�o <br />/ <br />— <br />/ <br />o <br />/ <br />% <br />NORTH DIKE <br />'J 208.000 <br />_j <br />3:1 fi 20 <br />O <br />O <br />/ <br />/ <br />S <br />co <br />/ <br />/ <br />f <br />/ <br />e <br />moo <br />/ <br />/ \ <br />8800 <br />00 <br />' <br />/ DRAINAGE <br />RE- ESTABLISHMENT <br />N 207,000 <br />— <br />/ <br />-,j <br />alai <br />SPILLWAY CONTROL <br />SECTION EL. 8613' <br />% <br />i / <br />f <br />= <br />O <br />�♦� <br />/ <br />o <br />`� <br />� <br />I <br />00 <br />♦` <br />861& <br />/ <br />PRSP SPILLWAY <br />♦ <br />� <br />% <br />/CHANNEL <br />♦ <br />do <br />/ <br />i i <br />to <br />GO <br />PERMIT <br />BOUNDARY <br />8500 . • <br />` 661 <br />�` <br />/ <br />100 YR. STORM <br />CHANNEL <br />/ <br />A 206.00 <br />(SEE FIGURE E -1) <br />FILL <br />2.5:1 <br />® <br />/ <br />8400 <br />RIPRAP <br />LOW FLOW TRI <br />KLE CHANNCL �® ���� <br />/ <br />(SEE FIGURE <br />E -1 <br />ENGINEER <br />DRAINAGE <br />RE- ESTABLISHMENT <br />GROUTED <br />RIPRAP <br />ENERGY <br />STRUCTURE <br />DISSIPATION <br />® <br />/ <br />MAIN <br />` ®® <br />% DRAINAGE <br />RE- ESTABLISHMENT <br />EMBANKMENT <br />PREPARED FOR: PREPARED BY: <br />0 <br />/ BATTLE MOUNTAIN 1) _ <br />v 205.000 <br />— <br />-- - - -� -- <br />– <br />` <br />RESOURCES INC. <br />SAN LUIS PROJECT <br />% STEFFEN ROBERTSON & HIRSTEN (U.S.) <br />/ Consulting Engineers & Sclentists <br />TITLE SCALE 1" , 200' <br />REVISION <br />DRAWING No. <br />DRAINAGE <br />/ POST - OPERATION CONTOURS <br />$50 <br />O <br />RE- ESTABLISHMENT ` / <br />\ <br />� <br />AND SPILLWAY Ii 705 -114 <br />¢ <br />• <br />n 1 a-- DESIGNED R.F. <br />Permit Number /'(— � Z a b- L <br />/ 9 <br />8 8 <br />200 100 0 200 <br />OPertnit <br />400 Section/Exhibit: <br />Section/ExhibN_: ._._._._.- ._. -._. _._._; DRAWN D.B. <br />Ale(. 1._._ <br />_ <br />1_fl�F.!GL_�yd"1� <br />8/89 <br />SCALE IN FEET <br />iClass:�vrs:on <br />i- ?Y_PelSeq: - -- CHECKED R.F. /J.J. <br />8/89 <br />1 <br />_- <br />Class: ❑ Report O Hydro OGeneral r <br />Doc type: /W'w2___� APPROVED J.J. <br />0 <br />8/89 <br />NOTES: <br />OApplimficm (Coal only) 0 Bond � Enforcement Inspection <br />APPROVED <br />1. TAILINGS SURFACE ESTIMATED BASED <br />ON PROPOSED No. DESCRIPTION BY <br />DATE <br />SPIGOTTING SEQUENCE AND EIGHT YEARS <br />OF 7A ISSUED FOR CLIENT REVIEW <br />DRAINAGE <br />TAILINGS DISPOSAL. <br />w ISSUED TO STATE AGENCY 0 J.J. <br />9/89 <br />RGESTABLISHM <br />NT <br />2. THIS DRAWING IS REPRESENTATIVE OF <br />THE O ISSUED TO STATE AGENCY J.J. <br />1/90 <br />FINAL DISPOSAL AREA CONTOURING <br />AND SPILLWAY b 100 YEAR STORM CHANNEL REVISED. z { J.J. <br />1/90 <br />CONSTRUCTION AND IS NOT MEANT <br />TO REPRESENT w° <br />RECLAIMED CONFIGURATION, SEE FIGURE <br />F -1 FOR ¢ x c <br />APPROXIMATE FINAL CONTOURS. <br />(3.2 (.2 <br />o <br />".'O IIINIIIUIIIIIIInilli N910lll z <br />0 0 0 1 2 2 7 5 <br />