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POND CAPACITIES - INTERIM CONFIGURATION <br />ACRE - FEET <br />WATER SEDIMENT TOTAL <br />DESIGN CAPACITY 0.54 0.19 0.73 <br />REQUIRED CAPACITY 0.21 0.08 0.29 <br />100 YR Flow Depth, Typical <br />CL 5428 <br />I ,7 <br />5435 54M ` 5426 <br />5430 <br />5425 <br />5420 <br />5415 <br />5424 <br />5422 <br />5430 I <br />5420 <br />SLOPE MAY BE CUT OR FILL <br />Section 1 DEPENDING ON LOCATION <br />5426 <br />1.5 1.5 <br />5420 CL 5432 1 3.0' 1 <br />ta. <br />5430 <br />5415 5428 <br />5426 Depth w /Freeboard <br />Section A' -A ° O Section 2 ° O OODo0 o O <br />Scale: 1"= 20' <br />2H:1V RIPRAP(D. ) <br />GEOTEXTILE FABRIC <br />5434 MARAFI 60OX OR EQUAL <br />5432 <br />5430 <br />5428 TRAPEZOIDAL <br />Section Ditch Segment F <br />NO SCALE <br />5440 5440 <br />5435 <br />5430 <br />5425 <br />r <br />o <br />Section B' -B <br />Haul R <br />5442 <br />RSIOCOad HOW Rom <br />Scale: 1" = 20' - <br />Intert n Ground <br />5440 RIPRAP(D.o) - IF R <br />REQ'D <br />Grown <br />2H:1 V 5 <br />5438 <br />n l Gmu <br />Section 5 <br />100 YEAR MUNGER CANYON FLOOD PLAIN G <br />g <br />E S 3 <br />3 <br />gg gg <br />E E <br />gg <br />E S <br />gg <br />3 <br />MARAFI 60OX OR EQUAL <br />HORIZONTAL & VERTICAL SCALE: 1" = 10' T <br />254 <br />Peek & <br />go -5423 <br />54M 5455 S <br />,as <br />makwcx <br />- e•oU.m. aar vNarew <br />8 R R 5+? <br />i?i Si <br />+ + + + <br />11 0.Yeer <br />Stage <br />Serl <br />See <br />tL- <br />eWl <br />22 <br />Contours frond Original Ground - Final Ground Contorts, <br />Except at the location of the relocated haul road <br />° <br />�i m r + °kn + <br />+ + + + + + <br />N N N N N t7 <br />gg <br />T <br />gg 5Qj <br />Z <br />T <br />o <br />+ <br />N N <br />PV a9i <br />+ <br />N <br />N <br />+ <br />N <br />5424 <br />5422 <br />5430 I <br />5420 <br />SLOPE MAY BE CUT OR FILL <br />Section 1 DEPENDING ON LOCATION <br />5426 <br />1.5 1.5 <br />5420 CL 5432 1 3.0' 1 <br />ta. <br />5430 <br />5415 5428 <br />5426 Depth w /Freeboard <br />Section A' -A ° O Section 2 ° O OODo0 o O <br />Scale: 1"= 20' <br />2H:1V RIPRAP(D. ) <br />GEOTEXTILE FABRIC <br />5434 MARAFI 60OX OR EQUAL <br />5432 <br />5430 <br />5428 TRAPEZOIDAL <br />Section Ditch Segment F <br />NO SCALE <br />5440 5440 <br />5435 <br />5430 <br />5425 <br />0 <br />LEGEND: CL 5440 <br />5435 Original Ground <br />5438 <br />5436 <br />Final Ground 5434 <br />543° As- constructed Ground <br />Section 4 <br />5425 Varies Varies <br />1 1 <br />For Section Locations see Map 2.2 -6 and 2.27a CL 5444 <br />r <br />o <br />Section B' -B <br />5442 <br />RSIOCOad HOW Rom <br />Scale: 1" = 20' - <br />Intert n Ground <br />5440 RIPRAP(D.o) - IF R <br />REQ'D <br />Grown <br />2H:1 V 5 <br />5438 <br />n l Gmu <br />Section 5 <br />100 YEAR MUNGER CANYON FLOOD PLAIN G <br />g <br />E S 3 <br />3 <br />gg gg <br />E E <br />gg <br />E S <br />gg <br />3 <br />0 <br />LEGEND: CL 5440 <br />5435 Original Ground <br />5438 <br />5436 <br />Final Ground 5434 <br />543° As- constructed Ground <br />Section 4 <br />5425 Varies Varies <br />1 1 <br />For Section Locations see Map 2.2 -6 and 2.27a CL 5444 <br />SAL Ditch Se ments C D I I K E <br />5450 <br />5445 <br />5440 <br />5435 <br />5430 <br />5425 <br />I <br />I T <br />I L <br />E_ CGVer01l stockpile <br />Ditch' K' <br />Oriainal IS= <br />-Relopillefil Haul E" <br />_ O' i al Ground <br />Find InOerim G t Ditch 'KT will be renmed for Final con ,uatlon <br />A <br />Qy py yg ��. <br />8 ctj Zj O 0 0 0 g 0. <br />� <br />WASTE DISPOSAL AREA DITCHES g <br />NO SCALE <br />5450 AS -BUILT CONFIGURATION <br />(See Figure 2.2 -6a) <br />5445 <br />DITCH FLOW FLOW DEPTH RIPRAP <br />5440 SEGMENT DEPTH W /FREEBOARD (D50) <br />A DELETED FROM DESIGN 1.5 Min <br />5035 B DELETED FROM DESIGN 1 <br />C 0.4' 0.7' None 1.2 Min n <br />D 0.7' 1.0' None <br />430 I 1 5 <br />E DELETED FROM DESIGN 11 1 L <br />F 0.2' 0.5' C" - <br />�� G DELETED FROM DESIGN <br />N H DELETED FROM DE IGN <br />Section C' -C o. 4' 0 7' None B E R M <br />Sca12H1V 201 1 0.9' 1.2' None SOUTH 8c WEST OF SEDIMENT POND <br />K 0.4' 0.7' None <br />L 0.2' 0.5' None <br />M 0. 2' 0.5' g" WASTE DISPOSAL AREA DITCHES <br />545 FINAL RECLAMATION CONFIGURATI N <br />5475 <br />6470 <br />5465 <br />5400 <br />5455 <br />5450 <br />5445 <br />6,440 <br />5435 <br />5430 <br />5425 <br />6470 <br />5455 <br />6460 <br />5455 <br />5450 <br />5445 <br />eW RiNfusme PYe - Ind iding 4' Of MW MIN del. 608ft I Wild MUIC <br />6440 <br />I <br />Oft I 'F' 5436 <br />A, <br />THIS AREA ElcAVATE1 FOR R MA IAL BE RE REFU IIE PILE Cl N3TRU ION. Ditch "D' 5430 <br />5425 <br />o R $ o o <br />o m 3 <br />p F� ♦ R <br />O G G � O O O O N N N N N <br />0 <br />WASTE DISPOSAL AREA DITCHES (see Figure 2.2_76) RECEIVED <br />INTERIM RECLAMATION CONFIGURATION JUN 042007 <br />DITCH FLOW FLOW DEPTH RIPRAP D,vistunolReclamaiton, <br />(See Figure 2.2 -6) SEGMENT DEPTH W /FREEBOARD (D50) Mining and Safety <br />DITCH FLOW FLOW DEPTH RIPRAP A DELETED FROM DESIGN <br />SEGMENT DEPTH W /FREEBOARD (D50) B DELETED FROM DESIGN <br />A DELETED FROM DESIGN C 0.4' 0.7' None <br />B DELETED FROM DESIGN D 0.7' 1.0' None <br />C 0.4' 0.7' None E DELETED FROM DESIGN <br />D 0.7' 1.0' None F 0.2' 0.5' 6" <br />E DELETED FROM DESIGN G DELETED FROM DESIGN <br />F 0.2' 0.5' 6" IT DLLEIED FROM DESIGN <br />G DELETED FROM DESIGN 1 0.4' 0.7' None <br />H DELETED FROM DESIGN 1 0.9' 1.2' None <br />1 0.4' 0.7' None 1% FROM DESIGN <br />,J 0.9' 1.2' None L DELETED FROM DESIGN <br />K 0.4' 0.7' None NOTES: III DELETED FROM DESIGN <br />L 0.2' 0.5' None 1. WORK THIS DRAWING WITH FIGURE 2.2 -6, 2.2 -6a & 2.2 -7C. <br />M DELETED FROM DESIGN 2. FOR SECTION LOCATIONS AND LEGEND SEE FIGURE 2.2 -6. <br />PREPARED FOR: LOCAL OFFICE: PROJECT: <br />E SCERTIFICATION P.O <br />MUNGER CANYON MINE <br />IV) N I , 00 815 <br />rep" #:(9 70) R sno <br />Section D' -D I her . t y. $ilVis drawing was done z0 4 TR -22, Adequacy Review Comment Ill T. K.B. 5107 C TITLE: <br />by p gJrfde� y,�li► ,ect supervision and V3 3 TR -22 Revised for Reclamation lan in 2007 T.K.B. 3 07 E P0.0=2HD WASTE ROCK DISPOSAL SITE <br />Scale: 1" = 20' P / <br />th �qfZ -Zf the #j&iilation presented on > ,. Nti meY <br />2H:1V " a W 2 TR -19 Revise Emergency Spillway J.E.S. 8/05 $ nN. wmy�ts0, CROSS- SECTIONS <br />the dr$wi � tru�-ofZd correct to the r Y;l�1,3,M <br />b f n o led ?,.;;el a land belief. 1 DMG Adequacy Comments doted August 1, 2002 D.A.J. 9102 I lur RCH FWS:(6061432 -M31 <br />NEEh OESCRIPT70N.- BY DATE <br />� PREPARED BY:J, E. STOVER k ASSOCIATES, INC. <br />Jo Stove, Dote REFERENCES = P.O. Box 60340 DMG I.D. No. C - 81 - 020 DWG. NAME: <br />DESIGNED 9Y: D.A.1 06 2010 _ G-d Jet, CO 81508 <br />Col 4.,10.E 19230 2.2 -6 3 Ap e ndix M(vii DMM W; SCALE: FIGURE 2.2 -7 <br />2.2 -7D 4 Appendix N cNecxeo e,.: _ _ AS NOTED <br />-- - - 7`7'22 71 u <br />Section B' -B <br />5442 <br />Scale: 1" = 20' - <br />- 5 <br />5440 RIPRAP(D.o) - IF R <br />REQ'D <br />2H:1 V 5 <br />5438 <br />Section 5 <br />100 YEAR MUNGER CANYON FLOOD PLAIN G <br />GEOTEXTILE FABRIC <br />CROSS- SECTIONS M <br />MARAFI 60OX OR EQUAL <br />HORIZONTAL & VERTICAL SCALE: 1" = 10' T <br />TRIANGULAR <br />5 <br />54M 5455 S <br />5450 <br />5445 <br />5440 <br />5435 <br />5430 <br />5425 <br />I <br />I T <br />I L <br />E_ CGVer01l stockpile <br />Ditch' K' <br />Oriainal IS= <br />-Relopillefil Haul E" <br />_ O' i al Ground <br />Find InOerim G t Ditch 'KT will be renmed for Final con ,uatlon <br />A <br />Qy py yg ��. <br />8 ctj Zj O 0 0 0 g 0. <br />� <br />WASTE DISPOSAL AREA DITCHES g <br />NO SCALE <br />5450 AS -BUILT CONFIGURATION <br />(See Figure 2.2 -6a) <br />5445 <br />DITCH FLOW FLOW DEPTH RIPRAP <br />5440 SEGMENT DEPTH W /FREEBOARD (D50) <br />A DELETED FROM DESIGN 1.5 Min <br />5035 B DELETED FROM DESIGN 1 <br />C 0.4' 0.7' None 1.2 Min n <br />D 0.7' 1.0' None <br />430 I 1 5 <br />E DELETED FROM DESIGN 11 1 L <br />F 0.2' 0.5' C" - <br />�� G DELETED FROM DESIGN <br />N H DELETED FROM DE IGN <br />Section C' -C o. 4' 0 7' None B E R M <br />Sca12H1V 201 1 0.9' 1.2' None SOUTH 8c WEST OF SEDIMENT POND <br />K 0.4' 0.7' None <br />L 0.2' 0.5' None <br />M 0. 2' 0.5' g" WASTE DISPOSAL AREA DITCHES <br />545 FINAL RECLAMATION CONFIGURATI N <br />5475 <br />6470 <br />5465 <br />5400 <br />5455 <br />5450 <br />5445 <br />6,440 <br />5435 <br />5430 <br />5425 <br />6470 <br />5455 <br />6460 <br />5455 <br />5450 <br />5445 <br />eW RiNfusme PYe - Ind iding 4' Of MW MIN del. 608ft I Wild MUIC <br />6440 <br />I <br />Oft I 'F' 5436 <br />A, <br />THIS AREA ElcAVATE1 FOR R MA IAL BE RE REFU IIE PILE Cl N3TRU ION. Ditch "D' 5430 <br />5425 <br />o R $ o o <br />o m 3 <br />p F� ♦ R <br />O G G � O O O O N N N N N <br />0 <br />WASTE DISPOSAL AREA DITCHES (see Figure 2.2_76) RECEIVED <br />INTERIM RECLAMATION CONFIGURATION JUN 042007 <br />DITCH FLOW FLOW DEPTH RIPRAP D,vistunolReclamaiton, <br />(See Figure 2.2 -6) SEGMENT DEPTH W /FREEBOARD (D50) Mining and Safety <br />DITCH FLOW FLOW DEPTH RIPRAP A DELETED FROM DESIGN <br />SEGMENT DEPTH W /FREEBOARD (D50) B DELETED FROM DESIGN <br />A DELETED FROM DESIGN C 0.4' 0.7' None <br />B DELETED FROM DESIGN D 0.7' 1.0' None <br />C 0.4' 0.7' None E DELETED FROM DESIGN <br />D 0.7' 1.0' None F 0.2' 0.5' 6" <br />E DELETED FROM DESIGN G DELETED FROM DESIGN <br />F 0.2' 0.5' 6" IT DLLEIED FROM DESIGN <br />G DELETED FROM DESIGN 1 0.4' 0.7' None <br />H DELETED FROM DESIGN 1 0.9' 1.2' None <br />1 0.4' 0.7' None 1% FROM DESIGN <br />,J 0.9' 1.2' None L DELETED FROM DESIGN <br />K 0.4' 0.7' None NOTES: III DELETED FROM DESIGN <br />L 0.2' 0.5' None 1. WORK THIS DRAWING WITH FIGURE 2.2 -6, 2.2 -6a & 2.2 -7C. <br />M DELETED FROM DESIGN 2. FOR SECTION LOCATIONS AND LEGEND SEE FIGURE 2.2 -6. <br />PREPARED FOR: LOCAL OFFICE: PROJECT: <br />E SCERTIFICATION P.O <br />MUNGER CANYON MINE <br />IV) N I , 00 815 <br />rep" #:(9 70) R sno <br />Section D' -D I her . t y. $ilVis drawing was done z0 4 TR -22, Adequacy Review Comment Ill T. K.B. 5107 C TITLE: <br />by p gJrfde� y,�li► ,ect supervision and V3 3 TR -22 Revised for Reclamation lan in 2007 T.K.B. 3 07 E P0.0=2HD WASTE ROCK DISPOSAL SITE <br />Scale: 1" = 20' P / <br />th �qfZ -Zf the #j&iilation presented on > ,. Nti meY <br />2H:1V " a W 2 TR -19 Revise Emergency Spillway J.E.S. 8/05 $ nN. wmy�ts0, CROSS- SECTIONS <br />the dr$wi � tru�-ofZd correct to the r Y;l�1,3,M <br />b f n o led ?,.;;el a land belief. 1 DMG Adequacy Comments doted August 1, 2002 D.A.J. 9102 I lur RCH FWS:(6061432 -M31 <br />NEEh OESCRIPT70N.- BY DATE <br />� PREPARED BY:J, E. STOVER k ASSOCIATES, INC. <br />Jo Stove, Dote REFERENCES = P.O. Box 60340 DMG I.D. No. C - 81 - 020 DWG. NAME: <br />DESIGNED 9Y: D.A.1 06 2010 _ G-d Jet, CO 81508 <br />Col 4.,10.E 19230 2.2 -6 3 Ap e ndix M(vii DMM W; SCALE: FIGURE 2.2 -7 <br />2.2 -7D 4 Appendix N cNecxeo e,.: _ _ AS NOTED <br />-- - - 7`7'22 71 u <br />WASTE DISPOSAL AREA DITCHES g <br />NO SCALE <br />5450 AS -BUILT CONFIGURATION <br />(See Figure 2.2 -6a) <br />5445 <br />DITCH FLOW FLOW DEPTH RIPRAP <br />5440 SEGMENT DEPTH W /FREEBOARD (D50) <br />A DELETED FROM DESIGN 1.5 Min <br />5035 B DELETED FROM DESIGN 1 <br />C 0.4' 0.7' None 1.2 Min n <br />D 0.7' 1.0' None <br />430 I 1 5 <br />E DELETED FROM DESIGN 11 1 L <br />F 0.2' 0.5' C" - <br />�� G DELETED FROM DESIGN <br />N H DELETED FROM DE IGN <br />Section C' -C o. 4' 0 7' None B E R M <br />Sca12H1V 201 1 0.9' 1.2' None SOUTH 8c WEST OF SEDIMENT POND <br />K 0.4' 0.7' None <br />L 0.2' 0.5' None <br />M 0. 2' 0.5' g" WASTE DISPOSAL AREA DITCHES <br />545 FINAL RECLAMATION CONFIGURATI N <br />5475 <br />6470 <br />5465 <br />5400 <br />5455 <br />5450 <br />5445 <br />6,440 <br />5435 <br />5430 <br />5425 <br />6470 <br />5455 <br />6460 <br />5455 <br />5450 <br />5445 <br />eW RiNfusme PYe - Ind iding 4' Of MW MIN del. 608ft I Wild MUIC <br />6440 <br />I <br />Oft I 'F' 5436 <br />A, <br />THIS AREA ElcAVATE1 FOR R MA IAL BE RE REFU IIE PILE Cl N3TRU ION. Ditch "D' 5430 <br />5425 <br />o R $ o o <br />o m 3 <br />p F� ♦ R <br />O G G � O O O O N N N N N <br />0 <br />WASTE DISPOSAL AREA DITCHES (see Figure 2.2_76) RECEIVED <br />INTERIM RECLAMATION CONFIGURATION JUN 042007 <br />DITCH FLOW FLOW DEPTH RIPRAP D,vistunolReclamaiton, <br />(See Figure 2.2 -6) SEGMENT DEPTH W /FREEBOARD (D50) Mining and Safety <br />DITCH FLOW FLOW DEPTH RIPRAP A DELETED FROM DESIGN <br />SEGMENT DEPTH W /FREEBOARD (D50) B DELETED FROM DESIGN <br />A DELETED FROM DESIGN C 0.4' 0.7' None <br />B DELETED FROM DESIGN D 0.7' 1.0' None <br />C 0.4' 0.7' None E DELETED FROM DESIGN <br />D 0.7' 1.0' None F 0.2' 0.5' 6" <br />E DELETED FROM DESIGN G DELETED FROM DESIGN <br />F 0.2' 0.5' 6" IT DLLEIED FROM DESIGN <br />G DELETED FROM DESIGN 1 0.4' 0.7' None <br />H DELETED FROM DESIGN 1 0.9' 1.2' None <br />1 0.4' 0.7' None 1% FROM DESIGN <br />,J 0.9' 1.2' None L DELETED FROM DESIGN <br />K 0.4' 0.7' None NOTES: III DELETED FROM DESIGN <br />L 0.2' 0.5' None 1. WORK THIS DRAWING WITH FIGURE 2.2 -6, 2.2 -6a & 2.2 -7C. <br />M DELETED FROM DESIGN 2. FOR SECTION LOCATIONS AND LEGEND SEE FIGURE 2.2 -6. <br />PREPARED FOR: LOCAL OFFICE: PROJECT: <br />E SCERTIFICATION P.O <br />MUNGER CANYON MINE <br />IV) N I , 00 815 <br />rep" #:(9 70) R sno <br />Section D' -D I her . t y. $ilVis drawing was done z0 4 TR -22, Adequacy Review Comment Ill T. K.B. 5107 C TITLE: <br />by p gJrfde� y,�li► ,ect supervision and V3 3 TR -22 Revised for Reclamation lan in 2007 T.K.B. 3 07 E P0.0=2HD WASTE ROCK DISPOSAL SITE <br />Scale: 1" = 20' P / <br />th �qfZ -Zf the #j&iilation presented on > ,. Nti meY <br />2H:1V " a W 2 TR -19 Revise Emergency Spillway J.E.S. 8/05 $ nN. wmy�ts0, CROSS- SECTIONS <br />the dr$wi � tru�-ofZd correct to the r Y;l�1,3,M <br />b f n o led ?,.;;el a land belief. 1 DMG Adequacy Comments doted August 1, 2002 D.A.J. 9102 I lur RCH FWS:(6061432 -M31 <br />NEEh OESCRIPT70N.- BY DATE <br />� PREPARED BY:J, E. STOVER k ASSOCIATES, INC. <br />Jo Stove, Dote REFERENCES = P.O. Box 60340 DMG I.D. No. C - 81 - 020 DWG. NAME: <br />DESIGNED 9Y: D.A.1 06 2010 _ G-d Jet, CO 81508 <br />Col 4.,10.E 19230 2.2 -6 3 Ap e ndix M(vii DMM W; SCALE: FIGURE 2.2 -7 <br />2.2 -7D 4 Appendix N cNecxeo e,.: _ _ AS NOTED <br />-- - - 7`7'22 71 u <br />Section C' -C o. 4' 0 7' None B E R M <br />Sca12H1V 201 1 0.9' 1.2' None SOUTH 8c WEST OF SEDIMENT POND <br />K 0.4' 0.7' None <br />L 0.2' 0.5' None <br />M 0. 2' 0.5' g" WASTE DISPOSAL AREA DITCHES <br />545 FINAL RECLAMATION CONFIGURATI N <br />5475 <br />6470 <br />5465 <br />5400 <br />5455 <br />5450 <br />5445 <br />6,440 <br />5435 <br />5430 <br />5425 <br />6470 <br />5455 <br />6460 <br />5455 <br />5450 <br />5445 <br />eW RiNfusme PYe - Ind iding 4' Of MW MIN del. 608ft I Wild MUIC <br />6440 <br />I <br />Oft I 'F' 5436 <br />A, <br />THIS AREA ElcAVATE1 FOR R MA IAL BE RE REFU IIE PILE Cl N3TRU ION. Ditch "D' 5430 <br />5425 <br />o R $ o o <br />o m 3 <br />p F� ♦ R <br />O G G � O O O O N N N N N <br />0 <br />WASTE DISPOSAL AREA DITCHES (see Figure 2.2_76) RECEIVED <br />INTERIM RECLAMATION CONFIGURATION JUN 042007 <br />DITCH FLOW FLOW DEPTH RIPRAP D,vistunolReclamaiton, <br />(See Figure 2.2 -6) SEGMENT DEPTH W /FREEBOARD (D50) Mining and Safety <br />DITCH FLOW FLOW DEPTH RIPRAP A DELETED FROM DESIGN <br />SEGMENT DEPTH W /FREEBOARD (D50) B DELETED FROM DESIGN <br />A DELETED FROM DESIGN C 0.4' 0.7' None <br />B DELETED FROM DESIGN D 0.7' 1.0' None <br />C 0.4' 0.7' None E DELETED FROM DESIGN <br />D 0.7' 1.0' None F 0.2' 0.5' 6" <br />E DELETED FROM DESIGN G DELETED FROM DESIGN <br />F 0.2' 0.5' 6" IT DLLEIED FROM DESIGN <br />G DELETED FROM DESIGN 1 0.4' 0.7' None <br />H DELETED FROM DESIGN 1 0.9' 1.2' None <br />1 0.4' 0.7' None 1% FROM DESIGN <br />,J 0.9' 1.2' None L DELETED FROM DESIGN <br />K 0.4' 0.7' None NOTES: III DELETED FROM DESIGN <br />L 0.2' 0.5' None 1. WORK THIS DRAWING WITH FIGURE 2.2 -6, 2.2 -6a & 2.2 -7C. <br />M DELETED FROM DESIGN 2. FOR SECTION LOCATIONS AND LEGEND SEE FIGURE 2.2 -6. <br />PREPARED FOR: LOCAL OFFICE: PROJECT: <br />E SCERTIFICATION P.O <br />MUNGER CANYON MINE <br />IV) N I , 00 815 <br />rep" #:(9 70) R sno <br />Section D' -D I her . t y. $ilVis drawing was done z0 4 TR -22, Adequacy Review Comment Ill T. K.B. 5107 C TITLE: <br />by p gJrfde� y,�li► ,ect supervision and V3 3 TR -22 Revised for Reclamation lan in 2007 T.K.B. 3 07 E P0.0=2HD WASTE ROCK DISPOSAL SITE <br />Scale: 1" = 20' P / <br />th �qfZ -Zf the #j&iilation presented on > ,. Nti meY <br />2H:1V " a W 2 TR -19 Revise Emergency Spillway J.E.S. 8/05 $ nN. wmy�ts0, CROSS- SECTIONS <br />the dr$wi � tru�-ofZd correct to the r Y;l�1,3,M <br />b f n o led ?,.;;el a land belief. 1 DMG Adequacy Comments doted August 1, 2002 D.A.J. 9102 I lur RCH FWS:(6061432 -M31 <br />NEEh OESCRIPT70N.- BY DATE <br />� PREPARED BY:J, E. STOVER k ASSOCIATES, INC. <br />Jo Stove, Dote REFERENCES = P.O. Box 60340 DMG I.D. No. C - 81 - 020 DWG. NAME: <br />DESIGNED 9Y: D.A.1 06 2010 _ G-d Jet, CO 81508 <br />Col 4.,10.E 19230 2.2 -6 3 Ap e ndix M(vii DMM W; SCALE: FIGURE 2.2 -7 <br />2.2 -7D 4 Appendix N cNecxeo e,.: _ _ AS NOTED <br />-- - - 7`7'22 71 u <br />5475 <br />6470 <br />5465 <br />5400 <br />5455 <br />5450 <br />5445 <br />6,440 <br />5435 <br />5430 <br />5425 <br />6470 <br />5455 <br />6460 <br />5455 <br />5450 <br />5445 <br />eW RiNfusme PYe - Ind iding 4' Of MW MIN del. 608ft I Wild MUIC <br />6440 <br />I <br />Oft I 'F' 5436 <br />A, <br />THIS AREA ElcAVATE1 FOR R MA IAL BE RE REFU IIE PILE Cl N3TRU ION. Ditch "D' 5430 <br />5425 <br />o R $ o o <br />o m 3 <br />p F� ♦ R <br />O G G � O O O O N N N N N <br />0 <br />WASTE DISPOSAL AREA DITCHES (see Figure 2.2_76) RECEIVED <br />INTERIM RECLAMATION CONFIGURATION JUN 042007 <br />DITCH FLOW FLOW DEPTH RIPRAP D,vistunolReclamaiton, <br />(See Figure 2.2 -6) SEGMENT DEPTH W /FREEBOARD (D50) Mining and Safety <br />DITCH FLOW FLOW DEPTH RIPRAP A DELETED FROM DESIGN <br />SEGMENT DEPTH W /FREEBOARD (D50) B DELETED FROM DESIGN <br />A DELETED FROM DESIGN C 0.4' 0.7' None <br />B DELETED FROM DESIGN D 0.7' 1.0' None <br />C 0.4' 0.7' None E DELETED FROM DESIGN <br />D 0.7' 1.0' None F 0.2' 0.5' 6" <br />E DELETED FROM DESIGN G DELETED FROM DESIGN <br />F 0.2' 0.5' 6" IT DLLEIED FROM DESIGN <br />G DELETED FROM DESIGN 1 0.4' 0.7' None <br />H DELETED FROM DESIGN 1 0.9' 1.2' None <br />1 0.4' 0.7' None 1% FROM DESIGN <br />,J 0.9' 1.2' None L DELETED FROM DESIGN <br />K 0.4' 0.7' None NOTES: III DELETED FROM DESIGN <br />L 0.2' 0.5' None 1. WORK THIS DRAWING WITH FIGURE 2.2 -6, 2.2 -6a & 2.2 -7C. <br />M DELETED FROM DESIGN 2. FOR SECTION LOCATIONS AND LEGEND SEE FIGURE 2.2 -6. <br />PREPARED FOR: LOCAL OFFICE: PROJECT: <br />E SCERTIFICATION P.O <br />MUNGER CANYON MINE <br />IV) N I , 00 815 <br />rep" #:(9 70) R sno <br />Section D' -D I her . t y. $ilVis drawing was done z0 4 TR -22, Adequacy Review Comment Ill T. K.B. 5107 C TITLE: <br />by p gJrfde� y,�li► ,ect supervision and V3 3 TR -22 Revised for Reclamation lan in 2007 T.K.B. 3 07 E P0.0=2HD WASTE ROCK DISPOSAL SITE <br />Scale: 1" = 20' P / <br />th �qfZ -Zf the #j&iilation presented on > ,. Nti meY <br />2H:1V " a W 2 TR -19 Revise Emergency Spillway J.E.S. 8/05 $ nN. wmy�ts0, CROSS- SECTIONS <br />the dr$wi � tru�-ofZd correct to the r Y;l�1,3,M <br />b f n o led ?,.;;el a land belief. 1 DMG Adequacy Comments doted August 1, 2002 D.A.J. 9102 I lur RCH FWS:(6061432 -M31 <br />NEEh OESCRIPT70N.- BY DATE <br />� PREPARED BY:J, E. STOVER k ASSOCIATES, INC. <br />Jo Stove, Dote REFERENCES = P.O. Box 60340 DMG I.D. No. C - 81 - 020 DWG. NAME: <br />DESIGNED 9Y: D.A.1 06 2010 _ G-d Jet, CO 81508 <br />Col 4.,10.E 19230 2.2 -6 3 Ap e ndix M(vii DMM W; SCALE: FIGURE 2.2 -7 <br />2.2 -7D 4 Appendix N cNecxeo e,.: _ _ AS NOTED <br />-- - - 7`7'22 71 u <br />0 <br />WASTE DISPOSAL AREA DITCHES (see Figure 2.2_76) RECEIVED <br />INTERIM RECLAMATION CONFIGURATION JUN 042007 <br />DITCH FLOW FLOW DEPTH RIPRAP D,vistunolReclamaiton, <br />(See Figure 2.2 -6) SEGMENT DEPTH W /FREEBOARD (D50) Mining and Safety <br />DITCH FLOW FLOW DEPTH RIPRAP A DELETED FROM DESIGN <br />SEGMENT DEPTH W /FREEBOARD (D50) B DELETED FROM DESIGN <br />A DELETED FROM DESIGN C 0.4' 0.7' None <br />B DELETED FROM DESIGN D 0.7' 1.0' None <br />C 0.4' 0.7' None E DELETED FROM DESIGN <br />D 0.7' 1.0' None F 0.2' 0.5' 6" <br />E DELETED FROM DESIGN G DELETED FROM DESIGN <br />F 0.2' 0.5' 6" IT DLLEIED FROM DESIGN <br />G DELETED FROM DESIGN 1 0.4' 0.7' None <br />H DELETED FROM DESIGN 1 0.9' 1.2' None <br />1 0.4' 0.7' None 1% FROM DESIGN <br />,J 0.9' 1.2' None L DELETED FROM DESIGN <br />K 0.4' 0.7' None NOTES: III DELETED FROM DESIGN <br />L 0.2' 0.5' None 1. WORK THIS DRAWING WITH FIGURE 2.2 -6, 2.2 -6a & 2.2 -7C. <br />M DELETED FROM DESIGN 2. FOR SECTION LOCATIONS AND LEGEND SEE FIGURE 2.2 -6. <br />PREPARED FOR: LOCAL OFFICE: PROJECT: <br />E SCERTIFICATION P.O <br />MUNGER CANYON MINE <br />IV) N I , 00 815 <br />rep" #:(9 70) R sno <br />Section D' -D I her . t y. $ilVis drawing was done z0 4 TR -22, Adequacy Review Comment Ill T. K.B. 5107 C TITLE: <br />by p gJrfde� y,�li► ,ect supervision and V3 3 TR -22 Revised for Reclamation lan in 2007 T.K.B. 3 07 E P0.0=2HD WASTE ROCK DISPOSAL SITE <br />Scale: 1" = 20' P / <br />th �qfZ -Zf the #j&iilation presented on > ,. Nti meY <br />2H:1V " a W 2 TR -19 Revise Emergency Spillway J.E.S. 8/05 $ nN. wmy�ts0, CROSS- SECTIONS <br />the dr$wi � tru�-ofZd correct to the r Y;l�1,3,M <br />b f n o led ?,.;;el a land belief. 1 DMG Adequacy Comments doted August 1, 2002 D.A.J. 9102 I lur RCH FWS:(6061432 -M31 <br />NEEh OESCRIPT70N.- BY DATE <br />� PREPARED BY:J, E. STOVER k ASSOCIATES, INC. <br />Jo Stove, Dote REFERENCES = P.O. Box 60340 DMG I.D. No. C - 81 - 020 DWG. NAME: <br />DESIGNED 9Y: D.A.1 06 2010 _ G-d Jet, CO 81508 <br />Col 4.,10.E 19230 2.2 -6 3 Ap e ndix M(vii DMM W; SCALE: FIGURE 2.2 -7 <br />2.2 -7D 4 Appendix N cNecxeo e,.: _ _ AS NOTED <br />-- - - 7`7'22 71 u <br />Section D' -D I her . t y. $ilVis drawing was done z0 4 TR -22, Adequacy Review Comment Ill T. K.B. 5107 C TITLE: <br />by p gJrfde� y,�li► ,ect supervision and V3 3 TR -22 Revised for Reclamation lan in 2007 T.K.B. 3 07 E P0.0=2HD WASTE ROCK DISPOSAL SITE <br />Scale: 1" = 20' P / <br />th �qfZ -Zf the #j&iilation presented on > ,. Nti meY <br />2H:1V " a W 2 TR -19 Revise Emergency Spillway J.E.S. 8/05 $ nN. wmy�ts0, CROSS- SECTIONS <br />the dr$wi � tru�-ofZd correct to the r Y;l�1,3,M <br />b f n o led ?,.;;el a land belief. 1 DMG Adequacy Comments doted August 1, 2002 D.A.J. 9102 I lur RCH FWS:(6061432 -M31 <br />NEEh OESCRIPT70N.- BY DATE <br />� PREPARED BY:J, E. STOVER k ASSOCIATES, INC. <br />Jo Stove, Dote REFERENCES = P.O. Box 60340 DMG I.D. No. C - 81 - 020 DWG. NAME: <br />DESIGNED 9Y: D.A.1 06 2010 _ G-d Jet, CO 81508 <br />Col 4.,10.E 19230 2.2 -6 3 Ap e ndix M(vii DMM W; SCALE: FIGURE 2.2 -7 <br />2.2 -7D 4 Appendix N cNecxeo e,.: _ _ AS NOTED <br />-- - - 7`7'22 71 u <br />