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$650 r <br />W <br />LL 6600 <br />rA <br />O <br />W 6550 <br />W <br />6500 <br />6690 <br />ti <br />W <br />LL 6560 <br />z <br />O <br />w 8530 <br />W <br />6500 L <br />8700 r <br />I- <br />W <br />LL 6650 <br />VA <br />O <br />< <br />w 6600 <br />W <br />6550 1- <br />TOP OF ORE HEAP <br />SEE NOTE 2 <br />2:1 OVERALL SLOPE <br />i <br />i <br />PERIMETER BERM <br />SEE DETAP.. 1 i <br />LEACHATE COLLECTION DOUBLE LINED <br />10' LEACHATE HEAP LEACH PAD <br />OUTFLOW CHANCEL COLLECTION SEE DETAIL 8 <br />SEE DETAIL 10 i CHANNEL (TYP.) <br />CRE T EL. 6545.0' <br />-- <br />----------- EXISTING GROUND SURFACE <br />- - -- --- - - - - -- - - -- - - -- - -- PAD FILL <br />3:1 POND FLOOR EL. 6625.0' <br />SLOPES (TYP.) (--PREQUAR"T PORN r / /- <br />A' CCC L rCr� _ /. - °LAC <br />aoo PROFILE OF HV-AP LEACH PAD <br />1" :100' HORIZONTAL <br />ra60' VERTICAL <br />TYPE I1NTERCEPTOR <br />CHANNEL SEE SECTION E -E' <br />FOR DETAILS , <br />CUT 1:1 SLOPE <br />SEE NOTE 1 <br />INTERCEPTOR CHANNEL <br />/ DINE CREST EL. 6570.0' <br />PROCESS POND <br />CREST EL. 6545.0' <br />)' 366.00' 20' <br />-- _ EXISTING GROUND <br />,�- SURFACE 3 3 <br />3 -_____ <br />F, �1 <br />PROCESS POND - '-- - - -__ <br />FLOOR EL. 6525.0' ------ ______ <br />TOP OF ORE HEAP <br />SEE NOTE 2 <br />2:1 OVERALL SLOPE <br />CUT 1:1 SLOPE <br />SEE NOTE 1 PERMETER BERM <br />SEE DETAIL 1 <br />i <br />10' LEACHATE <br />COLLECTION <br />CHANNEL (TYP.) <br />TYPE 1 INTERCEPTOR <br />CHANNEL SEE SECTION <br />E -E' FOR DETAILS <br />246.0' <br />GCCF[CC� C °C� <br />SECTION OF PROCESS PONDS <br />1' :60' HORIZONTAL <br />1' =30' VERTICAL <br />LEACHATE COLLECTION <br />DRAIN SEE DETAIL 7 --� <br />-- - - - - -- <br />PREPARED FOUNDATION <br />SURFACE <br />CC' CGC"FTCCr C °C� <br />200 SECTION OF LEACH PAD <br />relOW HORIZONTAL <br />1':50' VERTICAL <br />2:1 OVERALL SLOPE <br />PERIMETER BERM - <br />SEE DETAIL 1 <br />10' LEACHATE - —_ <br />COLLECTION <br />- CHANNEL (TYP- 1 - - - -- <br />ACCESS ROAD <br />338.00' 70.00' <br />3 - -- -- - - ---- 1 <br />20�-- -------------------- - - -1(— <br />218.00' <br />2:1 OVERALL SLOPE <br />PERCAETER BERM <br />DOUBLE LINED SEE DETAIL 1 `� <br />HEAP LEACH PAD 10' LEACHATE <br />SEE DETAIL 6 COLLECTION <br />PAD FILL CHANNEL (TYP.) <br />EXISTING GROUND SURFACE <br />TYPE 2 INTERCEPTOR - <br />CHANNEL SEE SECTION <br />F -F' FOR DETAILS <br />TYPE 2 INTERCEPTOR <br />CHANNEL SEE SECTION <br />F -F' FOR DETAILS <br />ACCESS ROAD <br />--1 8700 <br />I- <br />W <br />8650 LL <br />z <br />z <br />O <br />r- <br />6600 w <br />W <br />6650 <br />-1 6650 <br />tu <br />w <br />6600 LL <br />' <br />z <br />O <br />6550 w <br />W <br />-I 8500 <br />:CUT 1:1 SLOPE <br />SEE NOTE 1 <br />CUT 1:1 SLOPE PERIMETER BERM <br />SEE NOTE 1 SEE DETAIL 1 <br />10' SEE PAD LINER <br />ANCHOR, DETAIL 2 <br />TYPE 1 INTERCEPTOR 2 5 <br />CHANNEL <br />1 � —�1 <br />BERM FILL -` <br />5' PREPARED CUT <br />FLOOR LEAK DETECTION <br />DRAAIrINN- FILL <br />EE' ACC 'F[CCv °lCC <br />200 TYPICAL SECTION OF TYPE 1 <br />INTERCEPTOR CHARNEL <br />1 "210" <br />PERIMETER BERM <br />SEE DETAIL 1 <br />SEE PAD LINER <br />5590 ANCHOR, DETAIL 2 - 60' ACCESS <br />60 MIL. HDPE UPPER 10 ROAD <br />SYNTHETIC LINER <br />SEE DETAIL 6 2.5 2 <br />6560 LL 2' (TYP.) wi• <br />(—' BERM FILL <br />z T <br />LEAK DETECTION PREPARED CUT <br />z DRAIN FILL FLOOR OR FOUNDATION <br />O SURFACE <br />< 12' COMPACTED <br />6530 w SOIL LINER <br />J <br />W <br />200 TYPICAL SECTION OF TYPE 2 <br />INTERCEPTOR CHANNEL <br />5500 rs10' <br />60 MT.. HOPE UPPER <br />SYNTHETIC LINER <br />SEE DETAI'r, 8 <br />2' (TYP.) <br />12" COMPACTED <br />SOIL LINER <br />TYPE 2INTERCEPTOR <br />CHANNEL <br />10' <br />r <br />CUT 1:1 SLOPE <br />SEE NOTE 1 <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. PLANNED ORE HEAP TO BE CONSTRUCTED IN 5 Lr-TS, EACH <br />HAVING A HEIGHT OF 20', AN OUTSLOPE AT ANGLE OF <br />REPOSE, AND A BENCH SETBACK SUFFICCNT TO MAKE TFC <br />AVERAGE HEAP SLOPE 2:1 OR FLATTER. <br />TOP OF ORE HEAP <br />SEE NOTE 2 _ _ PREPARED FOR: PREPARED <br />6700 6700 <br />i <br />2:1 OVERALL SLOPE 2:1 OVERALL SLOPE BATTLE MOUNTAIN <br />CUT 1:1 SLOPE RESOURCES INC. STEFFEP <br />SEE NOTE 1 <br />W <br />6650 PERMETER BERM <br />E- <br />AN LUi PROJECT <br />ACCESS ROAD w <br />U. SEE DETAIL 1 ` 8650 LL 717 LE <br />PERIMETER BERM HEAP LEACH PAD <br />10' LEACHATE � DRAWING Nc <br />COLLECTION SEE DETAIL z <br />` �CHANYEL (TYP.) DOUBLE LINED O SECTIONS �=��` <br />LEACHATE COLLECTION HEAP LEACH PAD 10' LEACHATE ` < <br />DRAIN SEE DETAIL 7 COLLECTION <br />- SEE DETAIL 6 > <br />W 6600 <br />W CHANNEL (TYP.1 &600 w ENGINEER <br />TYPE 1 INTERCEPTOR <br />_ <br />CHANNEL SEE SECTION PREPARED FOUNDATION _ -------------- <br />--- - - - - -- v <br />��� <br />----- -- - - - - -- - - - - -- <br />E -E' FOR DETAILS SURFACE - - ------ '-------- - - - - -- � <br />6650 L PAD FILL EXISTING GROUND SURFACE <br />6650 w <br />CCC I [CC` C C fNo DESCRIPTION <br />200 PGOFP�E OF IC-AP LEACH PAD iNymber �/ �� ``02 rs100' HORIZONTAL ber rs50' VER TICAL �[y n /Exhib '� __._.12._----- •-- -1C--1--- ---- -- -- -- 0 Revision <br />eq: : 0 Report 0 Hydro Meneral <br />ype: lication (Coal only) 0 Bond ❑Enforcement 0 Inspection <br />0 <br />0 <br />I�iIIItiIIi�oIIFiIINlllllllllllllllli '111 lu <br />