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10 <br />3 , <br />PPFPAHED FOUNDATION BERM Fli_L <br />TYPICAL PERIMETER BERM SECTION <br />1 ":4' <br />PVC END CAP <br />(REMOVABLE) <br />HDPE PIPE BOOT <br />6" M;N r FUSED TO TOP LINER <br />1 1( 60 Till HDPE UPPER LINER <br />3' MIN GL ONt T OVERLAP <br />3 <br />4 A i -,(, HIbEk I'I F 1 SECONDARY <br />RECOVERY LAYER <br />49 '.111 INLP <br />I <br />I'HFFAHEC' :RJEH � � • � <br />SLE PiPF 'HLN('" 1 <br />-1F TAI1 1. _ <br />PkEPAHEi :_INEH <br />FO(JNDAIiC?N <br />4" PV , TEE <br />TYPICAL LEAK DETECTION SUMP 8 RISER <br />PIPE FOR SOLUTION PONDS <br />1.._3, y �+ <br />2.5 <br />t <br />60 mil. HDPE UPPER <br />SYNTHETIC LINER <br />BERM FILI. <br />- i V MIN <br />Hr ',AVER <br />� 3 <br />try 1.5" DIA. SLOTTED <br />PV(' PIPE <br />kA N PIPFS <br />60 m.! H'JPE LINER <br />I 1 <br />SECONDAHY <br />RECOVERY LAYER <br />I <br />PPEAriED <br />P 12" THICK SOIL LINER <br />FOUNDATION 13137 .I1. 7 <br />LEACHATE COLLECTION DRAIN <br />1 "= 2' <br />OUTLINE OF <br />PRE,INAN T P,!;Nr PERIMETER BERM <br />;HE _° I Ff R545.ri' bC mil ":)PE <br />t.IPPFR LINER <br />j <br />INV. EL P`44 0' 2 i <br />1 � 1 <br />/ GFONET ; <br />1 i I <br />i 41 mii. HDPE <br />PREPARED LINER VVEH LINER <br />FOUNDATION ANCHOR <br />13ETAR. 10 <br />PROFILE OF LEACHATE COLLECTION <br />OUTFLOW CHANNEL <br />1 " =4' <br />PROCESS PONDS <br />60 mill. HDPE UPPER <br />SYNTHETIC LINER <br />10' <br />SEE DETAIL 3 GEONET <br />FOR LINER ANCHOR <br />r (TYPI <br />3' (TYP; <br />1 <br />f (O mil 11111.1 <br />(1111.1 k i INI H <br />I <br />z <br />S <br />Go <br />1 <br />PREPARED LINER <br />FOUNDATION <br />40 mil. HDPE LOWER <br />SYNTHETIC LINER <br />- <br />` SECONDAkY <br />RECOVERY I AYI H <br />1 ►. <br />1 <br />III ItM I III __ t' MIN <br />' 1 <br />` 1110 PAIL I I ()I Rd11A l I()N <br />.111(1 A(:1 <br />E [_ TA [ L c <br />TYPI(:At POND CONSTRUCTION <br />1" 4' <br />i <br />I <br />4" I )IA. LUL IU I'V( . <br />IU''I H PIPf <br />A" 41N <br />RISER PIPE TRENCH DETAIL <br />N.T.S. <br />NE HETWFEN <br />_H & LOWER LINERS <br />mii HDPE LOWER LINER <br />K DETECTION DRAIN FILL <br />60 mil. HDPE LINER , 24" THIGK ' INLR <br />-`� PROTECTION L A YER <br />12" THICK :;!. ,;. .INER <br />1 tc" THICK SAND 8 GRAVEL <br />SECONDARY HECCVFRY LAYER <br />PREPAHEL r %)Nf)ATKIN <br />'-)R COMPACTED FILL <br />3' LEONE r <br />OVFRLAP SECONDARY <br />HE':OVEHY LAYER <br />I 1' <br />I <br />12" SOIL LINER <br />10' UC MIL HDPE LINER <br />60mil HDPE L "JER FACILITY PIPELINE <br />CORRIDOR <br />SE "v' GARY 2 5 1 <br />RECOVERY LAYER 1 _ <br />t <br />y <br />BERM FILL 5' <br />12" SO!" LINER HED <br />IJr A,, -,rJ <br />I ETAIL TT <br />TYPICAL SECTION OF PERIMETER BERM <br />AND FACILITY PIPELINE CORRIDOR <br />1 " =4' <br />BERM FILL <br />133E TA <br />TYPICAL PAD FLOOR DETAIL <br />1 " =2' <br />ACCESS ROAD <br />/ 2 <br />1 <br />LINEH ANCHOR TYP <br />(SEE `)F 7 AIL Z) <br />i <br />BERM FILL. 60 MIL HDPE SYNTHETIC <br />2' MIN. _ UPPER I.INER <br />1 _T — " - - -- -- -- GEONET BETWEEN LINERS <br />z <br />w 40 mil. HDPE LOWER <br />SYNTHETIC LINER <br />r <br />PREPARED FILL OR <br />GRADE CUT SLOPE FOUNDATION SURFACE <br />AS REQUIRED <br />— <br />13 12 ■ A I I. 3 - — - -- - -... <br />TYPICAL SYNTHETIC LINER <br />ANCHOR DETAIL FOR PONDS <br />1 " =2' <br />� I 11 F Nll (:AF' " <br />I I II'I <br />IA I) <br />(111F 1' PIP! (TYP) <br />A 'V' D,A PV, <br />TL` {I'� .;H C •� '• - -gyp <br />-1 . _ rr _tl;., <br />HtM.t'. AHI F 1., !,!A <br />� IE <br />[SETA[[_ (3_ <br />PLAN OF SECONDARY RECOVERY SYSTEM` LEAK <br />DETECTION SYSTEM AND RISER PIPE FOR SUMPS <br />N.T.S <br />60 mil. HDPL UPPER LINER <br />PREPARED LINER FOUNDATION 1 ;EONET BETWEEN LINERS <br />OR C_)MPACTFD FILL <br />SEF TYPICAL DETAIL j 40mi1 HDPE LOWER !INER <br />FOR LINER ANCHOR 2' MIN <br />NOTES_ <br />1. SOi, LINER TO CONSIST OF FINE GRAINED NATIVE SOILS AMENDED WITH <br />POWrtERED BENTONITE AND COMPACTED TO MEET TARGET PERMEABILITY <br />OF 1x1C1 -f CmiseC. <br />2. SECONDAHY RECOVERY SUMP AND RISER PIPE FOR LEACH PADS TO BE AS <br />SHOWN IN DETAIL 4 WITH EXCEPTION THAT 40 MIL HDPE LOWER LINER <br />IS REPLACED WITH 12" SOIL LINER. <br />t <br />t <br />1 3 <br />3 <br />1V <br />TYPICAL SECTION OF LEACHATE <br />COLLECTION OUTFLOW CHANNEL <br />1 " =4' <br />f N lr.t r" <br />BATTLE MOUNTAIN <br />RESOURCES INC �'1'h:F'F'F:v kOfih:Hl'�(t\ ti KM TEN <br />SAN LUIS PROJECT <br />'A I <br />PA. -, 1'JS Ih <br />HEAP LEACH <br />TYPICAL EITAILS FIGURE C -112 <br />141 2 2. r1EA ' 1tA A' I' AN ',F „IGVF,' <br />L. <br />141 -'l2 2 HeAl- .FAC.H oA; - ,FCTI( v)rj ,. H Al b b wF <br />aj <br />CHF(KF' FF J U'tiH <br />,1 <br />) <br />APPRL JFL <br />JF _RIV TIC I. I ATE <br />A I` ,6t FGR LIF14T HEJIF •V <br />• Permit Number '`r, — rQ gg •rt� y ` <br />-. Class =til <br />Class: ❑Revision <br />i” Type/Seq: <br />--- -- - -- - -- , <br />Class: O Report 0 Hydro Meneral - - "----- " - " - " -- "- - " - "- <br />r _Doc Type: <br />r DApplication (Coal only) O Bond 0 Entoroement 0 Inspection - <br />IIIIIIIII��V�IIII�IIIIIVIiI��I. <br />0 0 0 1 2 2 0 2.. <br />