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N 207,500 <br />1 <br />0 <br />CUT 1:1 SLOP <br />SEE NOTE 1 <br />t <br />E <br />201 <br />-LP-4 \ \ <br />FLOOR <br />EL. 6609.7' <br />1-< <br />\`\ WILL SITE \` \, <br />\ O <br />O, <br />\ 000000 O I <br />O <br />LP-5 / <br />INTERCEPTOR CHANNEL / <br />(TYPE 1) / f ey00 TOP OF ORE HEAP \ j <br />/ 10` (TYP.) LEACHATE ` \ <br />, <br />/ f COLLECTION CHANNEL \ <br />/ E TOE OF ORE HEAP <br />C PERIMETER BERM <br />20t <br />201 /' ji SEE DETAIL 1 <br />coo <br />CUT 1:1 SLOPE---. <br />SEE NOTE 1 <br />so PROPOSED CONTOURS <br />i <br />LP -3 6� / FLOOR \ <br />r <br />EL. 8591.6' / a0 <br />N 207,0000 <br />..... \ <br />1 : <br />1 <br />1 <br />INTERCEPTOR CHANNEL <br />(TYPE 1/) INV. EL. 8560.0' 1 ;1 <br />\ 1 1 <br />Y 1 1 <br />INTERCEPTOR CHANNEL <br />DIKE CREST EL. 6570.0' <br />1 - EAP LEACH <br />a8600-,-' / I� aot 1 �1_.. _.... 6570 HPAD AREA <br />r <br />CUT 1:1 SLOPE PP -4 1 ► .... - ,1 <br />�\ (SEE NOTE A <br />INTERCEPTOR CHANNEL 1 c i <br />(TYPE 11 INV. EL. 6560.0' PP -5 it 0 ; <br />Y 1 N <br />1 <br />8560 LEACHATE COLLECTION <br />�' ► 1 DRAIN SEE DETAIL 6 <br />... Ln� 0 1 <br />1 <br />Y 1 1 <br />N 206.500 <br />1 •' e' LEACHATE COLLECTION <br />\8550 \ 1 �1 OUTFLOW CHANNEL <br />INV. EL. 8544.0' , <br />SEE DETAIL 9 1 <br />I�RECRRUT POUR 55 1 <br />, 1 <br />/— SLOV1 '.. <br />LEAK DETECTION (FLOOR ........ 1 LP -2 <br />SUMP FLOOR EL. 6521. EL. 8525.0' PP -5 1 <br />(TYP. BOTH PONDS) 1 `; <br />SEE DETAIL < HEAP LEACH PAD SECONDARY <br />�� `+ 1 ............. c; ( -- ��RECOVERY SUMP <br />201 m �, 1 SEE DETAIL 4 <br />r w <br />PP -2 <br />1 1 1 1 <br />2:1 FILL 1 – <br />SLOPE (TYP.) <br />PP 6, <br />1 I1 11 1 ..... -"�_TR <br />FROCESS POND CREST <br />EL. 8545.0' 1 16 1 1 ; -o . `-' -- TOP OF ORE HEAP <br />EMERGENCY OVERFLOW I I 1 10' (TYP.) LEACHATE <br />SPILLWAY INV EL 8 ^^I J} 1 ° <br />L ECTIO <br />FLOOR <br />N CHANNEL / �� <br />1n ! to TOE OF ORE HEAP . FLOOR <br />EL. 8567.5' LP -8 SEE DETAIL 11 FOR <br />1 <br />I 1 O o PERIMETER BERM <br />1 v h PIPE CORRIDOR CHANNEL <br />1 0:1 1► m n SEE DETAIL t <br />FOOR 1 S— ELL852, , g 11 1 1 4 201 '279% SLOPE <br />N 206,000 r r FLOOR <br />n�.ft <br />�ec. Por�fD 20 <br />A. <br />70 <br />00 <br />PROCESS POND <br />PUMP STATION I <br />"I'Rw �_� "� <br />– ... $ ' <br />11 <br />................. <br />D� <br />ROA. INTERCEPTOR <br />OR <br />AREA °o_ <br />m R ACCESS <br />C INV. <br />IN <br />1 <br />_ \pp_LP �/. <br />-'F7 SLOPE (TYP.) <br />OpE 4.65 EL. 6565.0' <br />r <br />OPE 2.96 <br />CHANNEL SL <br />INTERCEPTOR CHANNEL <br />B� (TYPE 2) <br />201 1\ <br />n <br />SLOPE (TYP.) C` <br />20t <br />O O <br />0 <br />o to <br />cl ai <br />th c!) 111 w <br />-1c °FS <br />AO'10 <br />o <br />�\ <br />� FLOOR <br />\\ EL. 6567.6' <br />SEE DETAIL 11 FOR <br />PIPE CORRIDOR CHANNEL <br />/ <br />/ <br />/ <br />/ <br />TOP OF ORE HEAP / <br />10' (TYP.) LEACHATE i <br />COLLECTION CHANNEL / <br />TOE OF ORE HEAP , <br />PERIMETER BERM <br />SEE DETAIL 1 <br />/ <br />,i <br />i �O <br />i QO <br />Qkj C.7- <br />.6 / 00 <br />4b j <br />O <br />0 <br />0 <br />0 <br />V <br />w <br />LP -7 <br />LP -7 <br />f <br />NOTES: <br />1. 1:1 CUT SLOPES SHOWN ON THIS DRAWING SHALL <br />BE FLATTENED OR STEEPENED DEPENDING UPON <br />SOIL STABILITY AS DETERMINED BY THE <br />ENGINEER. <br />2. ELEVATIONS AND PROPOSED CONTOURS SHOWN ON <br />THIS DRAWING ARE FOR THE TOP OF THE <br />SYNTHETIC LINER OR FINISHED CUT /FILL GRADE. <br />3. PROCESS POND PUMP STATION AND FACILITY <br />PIPING BY OTHERS. <br />4. MILL SITE DESIGN BY OTHERS AND IS INCLUDED <br />HERE ONLY FOR COMPLETENESS. <br />�Y <br />� y <br />} l <br />U)' <br />1. <br />PREPARED FOR: PREPARED BY: /- <br />�I �- <br />BATTLE MOUNTAIN <br />RESOURCES INC. STEFFEN ROBERTSON & HIRSTEN <br />SAN LUIS PROJECT Consulting Engineers <br />TITLE 1'.100', 10' CONTOWS REVISION <br />DRAWING No. <br />- a .r� <br />FIGURE C- <br />w <br />DESIGNED <br />w <br />0 <br />z DRAWN <br />Ld <br />w CHECKED <br />Ld �APPROVEO <br />APPROVED <br />No. DESCRIPTION BY DATE <br />to Permit Number i2 ^Cosa ------------ <br />V_42._._._._. -._i <br />N I Class: D Revision I <br />W Type/Seq' -- ------- -- ------ -- ------ ----- -- - - -- ---- -" -- -- <br />- -- <br />a. Class: O Report O Hydro OGeneral " <br />Doc Type: _ _____ "______ —__. <br />DApplication (Coal only) 13 Bond D Enforcement Inspection <br />III�II! 0 I�I���nNl!�f iii <br />A. <br />OPE 2.96 <br />CHANNEL SL <br />INTERCEPTOR CHANNEL <br />B� (TYPE 2) <br />201 1\ <br />n <br />SLOPE (TYP.) C` <br />20t <br />O O <br />0 <br />o to <br />cl ai <br />th c!) 111 w <br />-1c °FS <br />AO'10 <br />o <br />�\ <br />� FLOOR <br />\\ EL. 6567.6' <br />SEE DETAIL 11 FOR <br />PIPE CORRIDOR CHANNEL <br />/ <br />/ <br />/ <br />/ <br />TOP OF ORE HEAP / <br />10' (TYP.) LEACHATE i <br />COLLECTION CHANNEL / <br />TOE OF ORE HEAP , <br />PERIMETER BERM <br />SEE DETAIL 1 <br />/ <br />,i <br />i �O <br />i QO <br />Qkj C.7- <br />.6 / 00 <br />4b j <br />O <br />0 <br />0 <br />0 <br />V <br />w <br />LP -7 <br />LP -7 <br />f <br />NOTES: <br />1. 1:1 CUT SLOPES SHOWN ON THIS DRAWING SHALL <br />BE FLATTENED OR STEEPENED DEPENDING UPON <br />SOIL STABILITY AS DETERMINED BY THE <br />ENGINEER. <br />2. ELEVATIONS AND PROPOSED CONTOURS SHOWN ON <br />THIS DRAWING ARE FOR THE TOP OF THE <br />SYNTHETIC LINER OR FINISHED CUT /FILL GRADE. <br />3. PROCESS POND PUMP STATION AND FACILITY <br />PIPING BY OTHERS. <br />4. MILL SITE DESIGN BY OTHERS AND IS INCLUDED <br />HERE ONLY FOR COMPLETENESS. <br />�Y <br />� y <br />} l <br />U)' <br />1. <br />PREPARED FOR: PREPARED BY: /- <br />�I �- <br />BATTLE MOUNTAIN <br />RESOURCES INC. STEFFEN ROBERTSON & HIRSTEN <br />SAN LUIS PROJECT Consulting Engineers <br />TITLE 1'.100', 10' CONTOWS REVISION <br />DRAWING No. <br />- a .r� <br />FIGURE C- <br />w <br />DESIGNED <br />w <br />0 <br />z DRAWN <br />Ld <br />w CHECKED <br />Ld �APPROVEO <br />APPROVED <br />No. DESCRIPTION BY DATE <br />to Permit Number i2 ^Cosa ------------ <br />V_42._._._._. -._i <br />N I Class: D Revision I <br />W Type/Seq' -- ------- -- ------ -- ------ ----- -- - - -- ---- -" -- -- <br />- -- <br />a. Class: O Report O Hydro OGeneral " <br />Doc Type: _ _____ "______ —__. <br />DApplication (Coal only) 13 Bond D Enforcement Inspection <br />III�II! 0 I�I���nNl!�f iii <br />