2000-03-24_REVISION - M1980244 (50)

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REGRADED PHASE III ORE SURFACE 24.5' i 111\111 I ll 1 I SEE DETAIL 7 2'MIN. DRAIN COVER FILL 2.5 REGRADED PHASE II ORE SURFACE REFER TO 1' MIN. BEDDING FILL VOLUME 9 O SOLUTION COLLECTION FILL 2' MIN. DRAIN COVER FILL x-100 MIL SMOOTH LLDPE GEOMEMBRANE 4' MIN. OVERLAP EXTRUSION 12' WELD �1A •r. ?,•l' • •�•l :il :il•f . • : •l• • ••I•i'1`•li'l• F•l: •j: • ��fjil. jyjl• ^f . . lsoeps;�+j l�''lIT' +.!•�'1T'i1 .�1 f �lIT[`,'l,l.t.a...,,7�,,..0 �' f .71.51 r.` 1 �i�� •T•iT�O' • •r• _ • • 1 • 1' MIN. BEDDING so 00. FILL SEE DETAIL 2.5 0 • •• �• o • ��•�.•ft GEOMEMBRANE �•. •• •• MIL SMOOTH LLDPE :• • GEOMEMBRANE 3' MIN. LOW VOLUME SOLUTION COLLECTION CREST OF • • • r Scale in Feet 111 l O 100 MIL SMOOTH LLDPE )lilill'tt • o O o BOTTOM GEOMEMBRANE 111111 lllillll llllllllll 111 l 111 1111 111 1111111 111 ll lllllllllllll • • 100 MIL SMOOTH LLDPE lit 11 i 111111 l u l l O j TOP GEOMEMBRANE 111 11111111 llllll 0 O • till 11 llllllllllll 0 • 4bn III llll2.5 ... Illllilllll,11p 3' MIN. OVERLAP NOTE 1 O tit liltlttttttttttt • • ANGLE OF _. ( ) 111 llllllllllllllll REPOSE 1 1 1 l l t l l l l l i l l t i l l p EXTRUSION WELD l ll ll 11 lllllll ltllitll O EXISTING \ 3' MIN. OVERLAP l l l 1111111 l l l l • O O till It lull • PHASE III ORE --� `, 0`'Oc$00 O O o lllillllllllll 0 00 O - lllilllllllllllll O O O 0 0 0 0 0 0 O 01 1 �� ! lllilllllllllllll O O O O Cj / I 1�_ llllllillllllllll C C ,0Q.0� 2.5 lllllllllllllllllillllllllillltllllllllllllllll EXTRUSION WELD llllllllllllllllllllllllllllllllllllllllll r o J 100 MIL TEXTURED lillllilllllllllilllllllllllllllillll )c 'lam (TEXTURED BOTTOM G 0 EMBRANE EXISTING LINER SYSTEM I I I ICI I =I PREPARED SUBGRADE TOE OF SOUTH SLOPE: PSSA IV If%I CUT SECTION Scale in Feet 0 2.5 5 10 1" = 5 feet REFER TO 9 3' MIN. LOW VOLUME SOLUTION COLLECTION FILL 2' MIN. DRAIN COVER FILL 1' MIN. SOIL LINER FILL NOTES 1. REGRADE ORE PRIOR TO BEDDING FILL PLACEMENT. 2. PSSA REFERS TO PREGNANT SOLUTION STORAGE AREA. REFER TO B OR 9 DEPENDING ON LOCATION IN PSSA 2' MIN. DRAIN COVER FILL 1.0' MIN. BEDDING FILL p 3' MIN. LOW VOLUME J 1 l 11 S SOLUTION COLLECTION FILL 1111111111 0 O O l i l l l l l l l i l l l l 1 100 MIL SMOOTH LLDPE llllllillllllllll I l l 111 l i t 111111111 O a BOTTOM GEOMEMBRANE 1111 lllllllll llllll I I I i t 1 1 1111111 l i t 0 o EXTRUSION WELD 111 lllllll it lilt O O O 111 it llllllllll O 100 MIL SMOOTH LLDPE lit llllltlll1lllll1 • • • 100 MIL TEXTURED TEXTURED FACE DOWN 111 llllllllllll lilt O O O O TOP GEOMEMBRANE ( ) 0 o LLDPE BOTTOM GEOMEMBRANE ANGLE OF REPOSE EXISTING PHASE III ORE 1L LAHI 11111 llllllllll O 2.5 lit lllllllllllllll O O O 111 llllllillllllllll (NOTE 1) 111 llllllllllllllill 111 llllllllllllllll �(� I _ltl llllllillllllllll O O 3' MIN. 111 llllllillllllllll O O 0 111 llllllillllllllll O O O II H I� 111 lllllllllllilllll i I- III -I I— l l l l llllllllllllllll C 1111 llllllillllllllll O O 0 0 PREPARED T —III �t 111 tillillil 111111 1111111 11111 lllllllilllllllllll ORE SURFACE 1111 lllillll lllllll lull llllllllllllllllll� 1111 111 lllllll ,:1111 lililllillililillll 3' MIN. OVERLAP EXTRUSION WELD EXISTING LINER SYSTEM 1 STRUCTURAL FILL 2.5 100 MIL TEXTURED ( TEXTURED SIDE DOWN) LLDPE GEOMEMBRANE 3' MIN. LOW VOLUME SOLUTION COLLECTION FILL 2' MIN. DRAIN COVER FILL 1' MIN. SOIL LINER FILL TOE OF SOUTH SLOPE PSSA IV 114 DILL SECTION Scale in Feet 0 2.5 5 10 I" = 5 feet MAR 2 1 2000 . i jt:pg:yi Permit #M - 1980 -244 )•//' Amenaement No. 8 March ?,f , 2000 PHASC IV PSSA SECTIONS AND DEETALS IIIIIIIIIIIIIIIIIIIIIIIIIOIIIIAII 19513