Laserfiche WebLink
A <br />im <br />li- <br />W 8550 <br />W <br />LL <br />z <br />0 <br />f- <br />w 8500 <br />J <br />W <br />8450 J L- <br />GRANULAR EMBANKMENT RAISE FILL <br />6 0' <br />PHASE 1 - -� (t PHASE 2, RAISE 1 <br />I <br />30' <br />15' <br />1 3 71 PHASE 2, RAISE 1 EL.8605' <br />1 ( <br />PHASE 1 EL. 8590' 2.5 ,—SEE DETAIL 8 <br />MIN ): EMBANKMENT <br />FILL MATERIAL EXISTING TAILINGS EL. 8570' <br />TYPICAL <br />3 PIEZOMETER <br />EXISTING GRANULAR <br />EMBANKMENT FILL <br />I (MATERIAL TYPE 4) <br />2' PRbTECTIVE COVER <br />(MATERIAL TYPE 2) <br />EXISTING FOUNDATION LINER SYSTEM <br />(DETAIL 2) <br />DETAIL 2 <br />EMBANKMENT FOUNDATION LINER SYSTEM <br />1 " =2' <br />PHASE 2 EXPANSION <br />EXISTING PHASE 1 <br />2' DRAINAGE BLANKET 40 mil VLDPE LINER <br />(MATERIAL TYPE 2) <br />h�-2' BOND OVERLAP <br />COMPACTED BASE <br />(MATERIAL TYPE 3) <br />15' MIN. <br />nETAIL 6 <br />EXISTING BENCH <br />V =10' <br />74� 0 mill VLDPE LINER <br />PHASE 1 - PHASE 2 TIE -IN <br />PIPELINES <br />ACCESS ROAD TYPE 2 <br />MATERIAL <br />i- 1 1 <br />25' 1 21' <br />DETAIL 7 <br />MODIFIED PIPE BENCH <br />1 " =10' <br />1T1 <br />�T <br />TYPE 3 <br />MATERIAL <br />1 <br />1 <br />2.5 <br />\ EXISTING <br />MATERIAL TYPE 1 <br />GEOTEXTILE <br />FABRIC <br />EXISTING <br />DRAINAGE BLANKET & LINER SYSTEM <br />(DETAIL 3) <br />MATERIAL <br />TYPE 2 <br />EXISTING TAILINGS EL. 8570' <br />EXISTING DRAINAGE BLANKET 6 LINER SYSTEM <br />(DETAIL 4) — <br />RETAIL <br />GENERALIZED EMBANKMENT CROSS - SECTION A -A' <br />ILLUSTRATING DRAINAGE BLANKET <br />SYSTEM CONFIGURATION <br />1 " :50' <br />DETAIL 3 <br />EMBANKMENT FOUNDATION DRAINAGE BLANKET <br />AND LINER SYSTEM <br />1 " =2' <br />GEOTEXTILE <br />s..E@6ISANKMENT •RAISE F114... (5' MIN. OVERLAPS) <br />EXISTING TAILINGS., ' <br />DETAIL 8 <br />rAEOTEXTILE OVER EXISTING TAILINGS <br />NITS <br />0-`11 EXISTING GRANULAR <br />2 EMBANKMENT FILL <br />(TYPE 4 MATERIAL) <br />t <br />EXISTING DRAINAGE BLANKET AND LINER SYSTEM <br />(DETAIL 3) <br />PROTECTIVE COVER: <br />MATERIAL TYPE 2 <br />0- 40 mill VLDPE LINER <br />LINER FOUNDATION: <br />MATERIAL TYPE 3 <br />DETAIL 4 <br />DRAINAGE BLANKET AND LINER SYSTEM <br />1 " =2' <br />PHASE 11 EXPANSION <br />- - -- EXISTING PHASE I <br />40 MIL VLDPE LINER <br />_ 2' MIN. .y <br />v' •-.. ,.. ; ;. v', OVERLAP AND <br />W <br />;. ELD <br />•MIN. , •) _ •. <br />..` .,'.'•(' ,2` MIN. ,. . <br />LINER BEDDING <br />J <br />MATERIAL .> <br />TYPE 3 <br />LINER BEDDING <br />EXISTING PHASE 2 LINER MATERIAL <br />TYPE 3 <br />ANCHOR, CUT AND REMOVE <br />DETAIL 9 <br />PHASE 1 -2 LINER TIE -IN <br />NTS <br />EXISTING `P, +,_IN:i^ '=L, N5l5' <br />EXISTING TD PHASE 1 LIMIT <br />°F;AINAGE BLANKET AND LINER SYSTEM <br />0-4s <br />(DETAIL 41 <br />`;OLUTION RECOVERY PIPE <br />IA: S, 4" TO 6" DIA., SLOTTED <br />AILING;" AN'? SLEE,EG, 40' SPACING) <br />ORAINA(A BLANKET <br />(fAATEF41AL TYPE 2) <br />—e - J^ Ini; V Df4- LINER <br />1' r' LINER FOUNDATION: <br />MATERIAL TYPE 3 <br />GRADED IMPOUNDMENT FLOOR <br />DETAIL 5 <br />TYPICAL SOLUTION RECOVERY SYSTEM <br />AND DRAINAGE PIPE ANCHORAGE <br />1. _1' <br />40 MIL VLDPE LINER <br />At <br />86co <br />8500 G', <br />8450 <br />PREPAR4'. f[Jti PREPARE FY <br />r/7.7 .7 <br />MOUNTAIN <br />OUNTAIN - <br />RESOURCES, INC. <br />SAN LUIS PROJECT 'STEFFEN ROBERTSON & )UR4TFN (LJ.S.) <br />Consulting Engineers & -17 !: <br />rilA SCALE AS SHOWN HEJOYON <br />DRAWING No. <br />EMBANKrAENT ZONATION <br />DRAINAGE SYSTEL4 AND 14,719 -103 <br />LINER DETAILS A <br />0 <br />No. <br />DESIGNED M.9, 8/59 <br />-- -- - - - --- -- -- <br />DRAWN <br />CHECKED <br />APPROVED _ -- - <br />APPROVED <br />DESCRIPTION BY DATE <br />ISSUED FOR BID KP 6/93 <br />_ -_A S -BUILT DH /94 <br />Perm t Number <br />Cless. DPenmt <br />Seclion /Exhibit <br />: _ _ . ._ - ._._._._._._._._._ - -, <br />-. �- <br />WcT �ReportD ro DGen "v / 7 /d,,.` �171�I�I�I�1��p1p1�m1N..11.IA1 1p�pY�gl�ltltllY��IEp��I <br />cApplioetion (Coal only) O Bona O ntortemaM ❑Inspection -17 IIIIIIIIIIIIYIIIIINIII AhlYllil� <br />0 0 0 1 2 1 9 3 <br />ENUNE[N <br />yCey, <br />At <br />86co <br />8500 G', <br />8450 <br />PREPAR4'. f[Jti PREPARE FY <br />r/7.7 .7 <br />MOUNTAIN <br />OUNTAIN - <br />RESOURCES, INC. <br />SAN LUIS PROJECT 'STEFFEN ROBERTSON & )UR4TFN (LJ.S.) <br />Consulting Engineers & -17 !: <br />rilA SCALE AS SHOWN HEJOYON <br />DRAWING No. <br />EMBANKrAENT ZONATION <br />DRAINAGE SYSTEL4 AND 14,719 -103 <br />LINER DETAILS A <br />0 <br />No. <br />DESIGNED M.9, 8/59 <br />-- -- - - - --- -- -- <br />DRAWN <br />CHECKED <br />APPROVED _ -- - <br />APPROVED <br />DESCRIPTION BY DATE <br />ISSUED FOR BID KP 6/93 <br />_ -_A S -BUILT DH /94 <br />Perm t Number <br />Cless. DPenmt <br />Seclion /Exhibit <br />: _ _ . ._ - ._._._._._._._._._ - -, <br />-. �- <br />WcT �ReportD ro DGen "v / 7 /d,,.` �171�I�I�I�1��p1p1�m1N..11.IA1 1p�pY�gl�ltltllY��IEp��I <br />cApplioetion (Coal only) O Bona O ntortemaM ❑Inspection -17 IIIIIIIIIIIIYIIIIINIII AhlYllil� <br />0 0 0 1 2 1 9 3 <br />