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0 <br />um <br />w <br />w 6550 <br />LL <br />z <br />O <br />a <br />w 6500 <br />J <br />U) <br />6450 <br />SEE DRAWING NO. 14711 -108 <br />DETAIL 1 <br />1 "- 2' <br />�7 <br />PHASE 1 EL. 8590' <br />_J 1 <br />3 <br />2' PROTECTIVE COVER <br />(MATERIAL TYPE 2) <br />,.^Ki I wro cYSTEM <br />r VVrvv r. � �-+•- — -- <br />(DETAIL 2) <br />GRANULAR EMBANKMENT FILL <br />(MATERIAL TYPE 4) <br />3 <br />PROTECTIVE COVER: <br />MATERIAL TYPE 2 <br />—40 mil VLDPE LINER — <br />LINER FOUNDATION: 1' <br />MATERIAL TYPE 3 <br />_ 2' DRAINAGE BLANKET 40 mil VLDPE LINER <br />(MATERIAL TYPE 21 <br />I---2' BOND OVERLAP <br />) <br />COMPACTED BASE —7 <br />(MATERIAL TYPE 31 <br />15' <br />PET1411- G <br />IRTERMEDIATE STAGILITY GERCH <br />1' =10' <br />A <br />4' <br />MATERIAL TYPE 1 <br />FILTER BLANKET <br />(MATERIAL TYPE 2) <br />ELEV. 8550' <br />\2.5 <br />BLANKET d LINER SYSTEM <br />(DETAIL 3) <br />13' <br />DRAINAGE BLANKET S LINER SYSTEM <br />(DETAIL 4) <br />EMBANKMENT FILL <br />(AS SPECIFIED) <br />DRAINAGE BLANKET. <br />MATERIAL TYPE 1 <br />40 mil VLDPE OVER <br />/ MATERIAL TYPE 3 <br />LINER FOUNDATION: <br />GRADED EMBANKMENT FOUNDATION <br />1 " =2' <br />NOTE: <br />THIS DETAIL WILL APPLY TO THE TOTAL FOOTPRINT OF THE <br />SPUTTER EMBANKMENT INCLUDING THE BARGE RAMPS. <br />40 mil VLDPE LINER <br />2' <br />1 <br />1 " =50' <br />TAILINGS <br />GRANULAR <br />EMBANKMENT FILL <br />2 (TYPE 4 MATERIAL) <br />DRAINAGEKET AND LINER SYSTEM <br />(DETAIL 31 <br />GRADED IMPOUNDMENT FLOOR <br />DETAIL C <br />DRAINAGE BLANKET AND LINER SYSTEM <br />1 " =2' <br />ACCESS ROAD PIPELINES VARIES <br />TYPE 2 1 <br />qy 2' 1.5 MATERIAL <br />2 -- ° 1 F ELEV. 8589' <br />i <br />i 5 <br />I ?' <br />25' 21' TYPE 3 <br />MATERIAL <br />DETAIL 7 <br />MODIFIED PIPE BENCH <br />1 "=10' <br />As <br />:.IP <br />1 L 8550 W <br />2 LL <br />z <br />O <br />a <br />8500 w <br />DRAINAGE BLAN E TAIND )LINER SYSTEM w <br />SOLUTION RECOVERY PIPE <br />)ADS, 4" TO 10" DIA., SLOTTED <br />TAILINGS AND SLEEVED, 40" SPACING) <br />GRADED IMPOUNDMENT FLOOR <br />DETAIL 5 <br />TYPICAL SOLUTION RECOVERY SYSTEM <br />AND DRAINAGE PIPE ANCHORAGE <br />1 " =2' <br />ENGINEER <br />PREPARED FOR: <br />BATTLE MOUNTAIN <br />RESOURCES, INC. <br />SAN LUIS PROJECT <br />TITLE <br />EMBANKMENT ZONATION <br />DRAINAGE SYSTEIX AND <br />LINER DETAILS <br />8450 <br />PREPARED 8y: <br />1--7-- f <br />STEEPEN ROBERTSON k KIRSTEN (U.S.) <br />Consulting Engineers k Scientists <br />SCALE AS SHOWN REVISION <br />DRAWING No. <br />114711 -1104 � <br />PermtNu ber A-L - 14S'9 -i[ w _ DESIGNED M.B. 8/89 <br />Class: OPennil Q 1 E.B. 8/89 <br />( DRAWN <br />Section(/E�x�hibit. gq(/� LL_Qip,7_ _ _ ------------------------ <br />! Class Wevislon - rT <br />/ ' CHECKED <br />! Type/Seq ........... rEl{%'t'- _�!!!2 ="_S <br />- - <br />ClOE ass:0Repon❑HytlroOGenemIC zjw,,je. 1t����• -�a41 APPROVED <br />_D Type: WW������ _________________ <br />OApplication (Coal only) ❑ Bontl D Enforcement O Inspection APPROVED <br />No. DESCRIPTION <br />By <br />DATE <br />A <br />issml) FOR BID <br />R.D. <br />4190 <br />Z <br />1 <br />ISSUED FOR CONSTRUCTION <br />K.P. <br />7/90 <br />O <br />2 <br />AS -BUILT i-i C <br />R.D. <br />1/91 <br />1111III�III1IIIIIIIINIIIIIIIIIII1II1 <br />0 0 0 1 2 2 8 0 <br />