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a <br />Y <br />.� IhtlR�f��Ilhillll "II�II����I�I�10 <br />0 0 0 1 2 3 3 7 <br />/ m <br />m <br />m <br />N <br />m m <br />N N <br />m <br />N f <br />N <br />N <br />° <br />/ c <br />r <br />O <br />(O O <br />A '-- �—✓ <br />PERMIT <br />BOUNDARY / <br />60o <br />% <br />/ <br />A <br />so <br />o <br />f <br />1 <br />sso <br />o <br />/ <br />/ <br />NORTH DIKE <br />/ <br />v 208.000 <br />�_j <br />/ <br />�0 <br />O <br />` <br />m <br />! <br />f <br />>o <br />"—V <br />op <br />01" 0000 <br />DRAINAGE <br />RE-ESTABLISHMENT <br />/ <br />� <br />19, <br />11 <br />411" <br />4111" <br />00 <br />4000, <br />dool <br />N 207,000 <br />— — <br />- <br />- - -- <br />- -- — -- — - <br />if <br />I <br />$ <br />/ <br />aTex <br />SPILLWAY <br />CONTROL <br />% <br />if <br />SECTION EL. <br />8613' <br />`�� <br />! <br />PIAP SPILLWAY <br />// <br />/ <br />�J CHANNEL <br />�` <br />do <br />/ <br />'� <br />,o <br />QD <br />— / PERMIT <br />- -` <br />/ BOUNDARY <br />as0p <br />$ <br />100 YR. STORM <br />; <br />/ <br />CHANNEL <br />® <br />/ <br />A 206.00 <br />(SEE FIGURE E -1) <br />- -- - - -- - - -- -- <br />46161\8 <br />/ <br />/ <br />3 3 FILL <br />2 e 1 <br />� <br />/ <br />� 8400 <br />_ RIPIRAP <br />�` <br />LOW FLOW TRICKLE <br />CHANNEL <br />> <br />(SEE FIGURE <br />E -1) <br />ENGINEER <br />C/ <br />DRAINAGE <br />i <br />� ♦ <br />/ <br />RE- ESTABLISHMENT <br />- GROUTED <br />RIPRAP <br />ENERGY <br />STRUCTURE <br />DISSIPATION <br />` / <br />EMBANKMENT <br />MAIN <br />` <br />% <br />/ <br />DRAINAGE <br />RE- ESTABLISHMENT <br />I <br />PREPARED FOR PREPARED <br />BY <br />f <br />l <br />\ <br />-- — -- - -�— -- <br />/ <br />BATTLE MOUNTAIN <br />RESOURCES INC. <br />��- -- <br />v 205.000 — -- - - -- — <br />— <br />— -- - -- <br />SAN LUIS PROJECT <br />/ <br />STEFFEN <br />ROBERTSON & KIRSTEN (U S ) <br />(r <br />/ <br />Consulting Engineers & Scientists <br />/ <br />TITLE SCALE <br />1' c 200 <br />REVISION li <br />l <br />� / <br />DRAWING No <br />t <br />DRAINAGE / <br />POST-OPERATION CONTOURS <br />I <br />RE- ESTABLISHIAENT ` <br />AND SPILLWAY 14-705-114. <br />� <br />Perms Number ���4DDvC�`� <br />DESIGNED R <br />8/89 <br />200 100 0 200 400 <br />- <br />Class <br />SecLonlExhitnt <br />r -- - <br />n _ -F�- <br />Class <br />DRAWN D B <br />8/89 <br />SCALE IN FEET <br />viswn <br />S <br />_ype_ eq_ _ _ _ _ _ <br />CHECKED R F /J J <br />8/89 <br />�T <br />Class 15 Repon ❑ Hydm Meneral � I 76 <br />Doc Type bej�� v " L <br />APPROVED J J <br />8/89 <br />NOTES <br />OApphrabon (Coal only) O Bontl O Enforcement ❑ Inspecaon <br />APPROVED <br />1 TAILINGS SURFACE ESTIMATED BASED ON PROPOSED <br />No DESCRIPTION m <br />BY <br />MF <br />DATE <br />\� <br />SPIGOTTING SEQUENCE AND EIGHT YEARS CF <br />66 <br />A ISSUED FOR CLIENT REVIEW <br />11 <br />8/89 <br />DRAINAGE <br />TAILINGS DISPOSAL <br />z ISSUED TO STATE AGENCY _ <br />` 11 <br />9/89 <br />RE-ESTABLISHf ff <br />NT 2 THIS DRAWING IS REPRESENTATIVE OF THE <br />0 ISSUED TO STATE AGENCY <br />z J J <br />~ <br />1/90 <br />FINAL DISPOSAL AREA CONTOURING AND SPILLWAY <br />100 YEAR STORM CHANNEL REVISED O <br />JJ <br />1/90 <br />CONSTRUCTION AND IS NOT MEANT TO REPRESENT <br />Iw <br />ca <br />RECLAIMED CONFIGURATION, SEE FIGURE F -1 FOR <br />m <br />ca <br />� <br />APPROXIMATE FINAL CONTOURS <br />Ll <br />0 <br />f'w <br />a <br />Y <br />.� IhtlR�f��Ilhillll "II�II����I�I�10 <br />0 0 0 1 2 3 3 7 <br />