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 />
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