|
POND CAPACITIES - INTERM CONFIGURATION
<br />ACRE - FEET
<br />WATER SEDIMENT TOTAL
<br />DESIGN CAPACITY 0.60 0.16 0.76
<br />REQUIRED CAPACITY 0.21 0.08 0.29
<br />100 YR Flow Depth, Typical
<br />5435 ,u CL ,as 5428
<br />54M
<br />5426
<br />5430
<br />5424
<br />- 5430 5422
<br />5425 _ +.tsv,..ao.a 5420
<br />SLOPE MAY BE CUT OR FILL
<br />ar.rr - I 5425 Section 1 DEPENDING ON LOCATION
<br />5420 an -rauwm sw- .«"mr,m.�.r.�raer 2rrYeer Peak Stage -5423-0 5420 1.5 1.5
<br />CL
<br />Sod t ievei - ' 20 - 5432 1 3.0'
<br />1�
<br />Except from ca ion Ground = 5430
<br />10 -Year Peak Stage - 5422.4 � 9 Ground Cor,O°urs,
<br />5415 Except at the lo of the harl
<br />0 0 0 0 0 0 0 0 0 o 0 0 - 5415
<br />0 0 0 0 0 0 0 0 0 0 0 { + ' + ` ° m m ° ° N �° } o p ° n 5428
<br />N N N N N N N N N N
<br />Section A' -A 5426 Depth w /Freeboard
<br />5424
<br />Scale: 1"= 20' � O O Q
<br />2HAV Section 2 QOO �O O a0
<br />RIPRAP(D.)
<br />GEOTEXTILE FABRIC
<br />5434 MARAFI 60OX OR EQUAL
<br />- 5432
<br />- 543°
<br />5428 TRAPEZOIDAL
<br />1 Section Ditch Segment F
<br />Sa40 5440 LEGEND: NO SCALE
<br />CL
<br />�' 5435 Original Ground 5438
<br />Final Ground 5436
<br />5430 Relocated Haul Road Topsoil Stockpm Interita Ground 5430 5434
<br />Original Ground Final Groutxl 7 \
<br />Interim Ground
<br />Section 4
<br />5425 .5425 0
<br />o S Varies Varies °
<br />° $ s For Section Locations see Map 2.2 -6 and 2.27a CIL o
<br />.Section B' -B ,� � 5444
<br />Scale: 1" = 20' 5442
<br />2H:1V
<br />5440 Section 5 5438 RIPRAP(Dm) - IF REQ'
<br />5455 D °
<br />- - �
<br />100 YEAR MUNGER CANYON FLOOD PLAIN GEOTEXTILE FABRIC
<br />- CROSS- SECTIONS MARAFI 60OX OR EQUAL
<br />HORIZONTAL & VERTICAL SCALE: 1" = 10 T R I A NI G
<br />5450
<br />5445
<br />5440
<br />5435
<br />5430
<br />5425
<br />O O O O
<br />5455 U LA R
<br />5450 Ditch Segments C,D,J,I,K,L
<br />NO SCALE
<br />5445
<br />5440
<br />1.5 Min
<br />s435
<br />1.2' Min 1
<br />5430
<br />.- $6425
<br />Section C' -C
<br />Scale: 1 "=2 0'
<br />BERM
<br />2H:1 :1V
<br />SOUTH 8c WEST OF SEDIMENT POND
<br />5475
<br />WASTE DISPOSAL AREA DITCHES
<br />5470
<br />5465
<br />5480
<br />5455
<br />5450
<br />5445
<br />5440
<br />5435
<br />5430
<br />5425
<br />Einbw _In _ 4' Low muicilled
<br />Giround - As Built
<br />THI AREA FOR C R MA ILL BEF RE REFU E PILE NSTRUC ON Ditch "D•
<br />op p __ 0 1 rep Gm ppp pp p 1pp
<br />O N th O N
<br />O O O o O O O O O O
<br />5475 WASTE DISPOSAL AREA DITCHES FINAL RECLAMATION CONFIGURATION
<br />5470 INTERIM RECLAMATION (2007) CONFIGURATION (See Figure 2.2 -7C)
<br />(See Figure 2.2 -6) DITCH FLOW FLOW DEPTH RIPRAP
<br />s455 SEGMENT DEPTH W /FREEBOARD (D50)
<br />DITCH FLOW FLOW DEPTH RIPRAP A DELETED FROM DESIGN
<br />5W SEGMENT DEPTH W /FREEBOARD (D50) B DELETED FROM DESIGN
<br />A DELETED FROM DESIGN
<br />B C 0.3' 0.6' None DELETED FROM. DESIGN 0
<br />6455 0.6' 0.9' None
<br />C 0.3 0.6' None E DELETED FROM DESIGN
<br />5450 D 0.6' 0.9' None F 0.3'
<br />E DELETED FROM DESIGN 0.6' g"
<br />G DELETED FROM DESIGN
<br />G DELETED FROM DESIGN F 0 3 0 9 H DELETED FROM DESIGN
<br />sa46
<br />5M10
<br />H DELETED FROM DESIGN 0.4' C.7' None
<br />� 0.9,
<br />1 0.4' 1 . 2 None
<br />0.7' None K DELETED FROM DESIGN
<br />5435
<br />E 0 . 9 1.2' None DELETED FROM DESIGN RECEI
<br />K 0.2' 0.5' None VeD
<br />DELETED FROM DESIGN
<br />L 0.3' 0.6' None NOTES: FEB 042008
<br />6010 M DELETED FROM DESIGN D
<br />1 . WORK THIS DRAWING WITH FIGURE 2.2 -6, 2.2 -6a & 2 2Lng7�,,,Jaret lon,
<br />5425 2. FOR SECTION LOCATIONS AND LEGEND SEE FIGURE 2.2 -6.
<br />ENGIN
<br />EERS Cam TIFICATION PREPARED FOR: LOMO1R¢ PROJECT:
<br />Section D' -D �r to 4 TR -23 As-built for reclaimed configuration T.K.B. 9 07 raaoxse
<br />Scale: 1 " =20' / e by certify that fhis drawing was done zo 4 7R -22, Adequacy Review Comment ¢ll / N uxu,mes MUNGER CANYON MINE
<br />b �O dr under my d' ect supervision and TKB. 5107 '�°` TITLE:
<br />2H:1V in 3 7R -22 Revised for n i
<br />Reclamation plan 2007 C
<br />"v7/ of the infprmntion presented on T.K.B. 3/07 WE WASTE ROCK DISPOSAL SITE
<br />2 7R -19 Revise Emergency Spillway v.o.emxn
<br />�is:4'rothr is true 4nd correct to the J.E.S. 8105 S „e a sere
<br />- 111 of ' y know! d 0 and belief. 1 DUG Adequacy Comments dated August 1, 2002 D. ' CROSS- SECTIONS
<br />D.J. 9/02 I ONE Nm I NOW 1: (506)
<br />V '6 " 4 No. DESCRIPTION., BY DATE Farr(6W432Wit J tQ � , . '> Dote REFERENCES -- PREPARED BY:j. E. STOVER k ASSOCIATBS, INC. C ;r i30 1 Exhibit 2.2 -6 P.o. B": 6 DMG LD. Na. WG. NAM �PL a , 1J 3 Appendix M(vii 005c "m a: a.A.d os - - c:.aa ��t, co et6oe C - 81 - 020
<br />2 Exhibit 2.2 -7o 4 Appendix N °P ANR 0 ` - scALE: FIGURE 2.2-7
<br />c "ecxc0 a AS NOTED
<br />7 Recilu ,
<br />7 -
<br />- Irdedm T
<br />Tround - A6 b
<br />built for 7
<br />,
<br />G
<br />I L
<br />L J
<br />J 1
<br />1777 I
<br />IX I
<br />I
<br />0 0e ;
<br />p
<br />5455 U LA R
<br />5450 Ditch Segments C,D,J,I,K,L
<br />NO SCALE
<br />5445
<br />5440
<br />1.5 Min
<br />s435
<br />1.2' Min 1
<br />5430
<br />.- $6425
<br />Section C' -C
<br />Scale: 1 "=2 0'
<br />BERM
<br />2H:1 :1V
<br />SOUTH 8c WEST OF SEDIMENT POND
<br />5475
<br />WASTE DISPOSAL AREA DITCHES
<br />5470
<br />5465
<br />5480
<br />5455
<br />5450
<br />5445
<br />5440
<br />5435
<br />5430
<br />5425
<br />Einbw _In _ 4' Low muicilled
<br />Giround - As Built
<br />THI AREA FOR C R MA ILL BEF RE REFU E PILE NSTRUC ON Ditch "D•
<br />op p __ 0 1 rep Gm ppp pp p 1pp
<br />O N th O N
<br />O O O o O O O O O O
<br />5475 WASTE DISPOSAL AREA DITCHES FINAL RECLAMATION CONFIGURATION
<br />5470 INTERIM RECLAMATION (2007) CONFIGURATION (See Figure 2.2 -7C)
<br />(See Figure 2.2 -6) DITCH FLOW FLOW DEPTH RIPRAP
<br />s455 SEGMENT DEPTH W /FREEBOARD (D50)
<br />DITCH FLOW FLOW DEPTH RIPRAP A DELETED FROM DESIGN
<br />5W SEGMENT DEPTH W /FREEBOARD (D50) B DELETED FROM DESIGN
<br />A DELETED FROM DESIGN
<br />B C 0.3' 0.6' None DELETED FROM. DESIGN 0
<br />6455 0.6' 0.9' None
<br />C 0.3 0.6' None E DELETED FROM DESIGN
<br />5450 D 0.6' 0.9' None F 0.3'
<br />E DELETED FROM DESIGN 0.6' g"
<br />G DELETED FROM DESIGN
<br />G DELETED FROM DESIGN F 0 3 0 9 H DELETED FROM DESIGN
<br />sa46
<br />5M10
<br />H DELETED FROM DESIGN 0.4' C.7' None
<br />� 0.9,
<br />1 0.4' 1 . 2 None
<br />0.7' None K DELETED FROM DESIGN
<br />5435
<br />E 0 . 9 1.2' None DELETED FROM DESIGN RECEI
<br />K 0.2' 0.5' None VeD
<br />DELETED FROM DESIGN
<br />L 0.3' 0.6' None NOTES: FEB 042008
<br />6010 M DELETED FROM DESIGN D
<br />1 . WORK THIS DRAWING WITH FIGURE 2.2 -6, 2.2 -6a & 2 2Lng7�,,,Jaret lon,
<br />5425 2. FOR SECTION LOCATIONS AND LEGEND SEE FIGURE 2.2 -6.
<br />ENGIN
<br />EERS Cam TIFICATION PREPARED FOR: LOMO1R¢ PROJECT:
<br />Section D' -D �r to 4 TR -23 As-built for reclaimed configuration T.K.B. 9 07 raaoxse
<br />Scale: 1 " =20' / e by certify that fhis drawing was done zo 4 7R -22, Adequacy Review Comment ¢ll / N uxu,mes MUNGER CANYON MINE
<br />b �O dr under my d' ect supervision and TKB. 5107 '�°` TITLE:
<br />2H:1V in 3 7R -22 Revised for n i
<br />Reclamation plan 2007 C
<br />"v7/ of the infprmntion presented on T.K.B. 3/07 WE WASTE ROCK DISPOSAL SITE
<br />2 7R -19 Revise Emergency Spillway v.o.emxn
<br />�is:4'rothr is true 4nd correct to the J.E.S. 8105 S „e a sere
<br />- 111 of ' y know! d 0 and belief. 1 DUG Adequacy Comments dated August 1, 2002 D. ' CROSS- SECTIONS
<br />D.J. 9/02 I ONE Nm I NOW 1: (506)
<br />V '6 " 4 No. DESCRIPTION., BY DATE Farr(6W432Wit J tQ � , . '> Dote REFERENCES -- PREPARED BY:j. E. STOVER k ASSOCIATBS, INC. C ;r i30 1 Exhibit 2.2 -6 P.o. B": 6 DMG LD. Na. WG. NAM �PL a , 1J 3 Appendix M(vii 005c "m a: a.A.d os - - c:.aa ��t, co et6oe C - 81 - 020
<br />2 Exhibit 2.2 -7o 4 Appendix N °P ANR 0 ` - scALE: FIGURE 2.2-7
<br />c "ecxc0 a AS NOTED
<br />5475 WASTE DISPOSAL AREA DITCHES FINAL RECLAMATION CONFIGURATION
<br />5470 INTERIM RECLAMATION (2007) CONFIGURATION (See Figure 2.2 -7C)
<br />(See Figure 2.2 -6) DITCH FLOW FLOW DEPTH RIPRAP
<br />s455 SEGMENT DEPTH W /FREEBOARD (D50)
<br />DITCH FLOW FLOW DEPTH RIPRAP A DELETED FROM DESIGN
<br />5W SEGMENT DEPTH W /FREEBOARD (D50) B DELETED FROM DESIGN
<br />A DELETED FROM DESIGN
<br />B C 0.3' 0.6' None DELETED FROM. DESIGN 0
<br />6455 0.6' 0.9' None
<br />C 0.3 0.6' None E DELETED FROM DESIGN
<br />5450 D 0.6' 0.9' None F 0.3'
<br />E DELETED FROM DESIGN 0.6' g"
<br />G DELETED FROM DESIGN
<br />G DELETED FROM DESIGN F 0 3 0 9 H DELETED FROM DESIGN
<br />sa46
<br />5M10
<br />H DELETED FROM DESIGN 0.4' C.7' None
<br />� 0.9,
<br />1 0.4' 1 . 2 None
<br />0.7' None K DELETED FROM DESIGN
<br />5435
<br />E 0 . 9 1.2' None DELETED FROM DESIGN RECEI
<br />K 0.2' 0.5' None VeD
<br />DELETED FROM DESIGN
<br />L 0.3' 0.6' None NOTES: FEB 042008
<br />6010 M DELETED FROM DESIGN D
<br />1 . WORK THIS DRAWING WITH FIGURE 2.2 -6, 2.2 -6a & 2 2Lng7�,,,Jaret lon,
<br />5425 2. FOR SECTION LOCATIONS AND LEGEND SEE FIGURE 2.2 -6.
<br />ENGIN
<br />EERS Cam TIFICATION PREPARED FOR: LOMO1R¢ PROJECT:
<br />Section D' -D �r to 4 TR -23 As-built for reclaimed configuration T.K.B. 9 07 raaoxse
<br />Scale: 1 " =20' / e by certify that fhis drawing was done zo 4 7R -22, Adequacy Review Comment ¢ll / N uxu,mes MUNGER CANYON MINE
<br />b �O dr under my d' ect supervision and TKB. 5107 '�°` TITLE:
<br />2H:1V in 3 7R -22 Revised for n i
<br />Reclamation plan 2007 C
<br />"v7/ of the infprmntion presented on T.K.B. 3/07 WE WASTE ROCK DISPOSAL SITE
<br />2 7R -19 Revise Emergency Spillway v.o.emxn
<br />�is:4'rothr is true 4nd correct to the J.E.S. 8105 S „e a sere
<br />- 111 of ' y know! d 0 and belief. 1 DUG Adequacy Comments dated August 1, 2002 D. ' CROSS- SECTIONS
<br />D.J. 9/02 I ONE Nm I NOW 1: (506)
<br />V '6 " 4 No. DESCRIPTION., BY DATE Farr(6W432Wit J tQ � , . '> Dote REFERENCES -- PREPARED BY:j. E. STOVER k ASSOCIATBS, INC. C ;r i30 1 Exhibit 2.2 -6 P.o. B": 6 DMG LD. Na. WG. NAM �PL a , 1J 3 Appendix M(vii 005c "m a: a.A.d os - - c:.aa ��t, co et6oe C - 81 - 020
<br />2 Exhibit 2.2 -7o 4 Appendix N °P ANR 0 ` - scALE: FIGURE 2.2-7
<br />c "ecxc0 a AS NOTED
<br />EERS Cam TIFICATION PREPARED FOR: LOMO1R¢ PROJECT:
<br />Section D' -D �r to 4 TR -23 As-built for reclaimed configuration T.K.B. 9 07 raaoxse
<br />Scale: 1 " =20' / e by certify that fhis drawing was done zo 4 7R -22, Adequacy Review Comment ¢ll / N uxu,mes MUNGER CANYON MINE
<br />b �O dr under my d' ect supervision and TKB. 5107 '�°` TITLE:
<br />2H:1V in 3 7R -22 Revised for n i
<br />Reclamation plan 2007 C
<br />"v7/ of the infprmntion presented on T.K.B. 3/07 WE WASTE ROCK DISPOSAL SITE
<br />2 7R -19 Revise Emergency Spillway v.o.emxn
<br />�is:4'rothr is true 4nd correct to the J.E.S. 8105 S „e a sere
<br />- 111 of ' y know! d 0 and belief. 1 DUG Adequacy Comments dated August 1, 2002 D. ' CROSS- SECTIONS
<br />D.J. 9/02 I ONE Nm I NOW 1: (506)
<br />V '6 " 4 No. DESCRIPTION., BY DATE Farr(6W432Wit J tQ � , . '> Dote REFERENCES -- PREPARED BY:j. E. STOVER k ASSOCIATBS, INC. C ;r i30 1 Exhibit 2.2 -6 P.o. B": 6 DMG LD. Na. WG. NAM �PL a , 1J 3 Appendix M(vii 005c "m a: a.A.d os - - c:.aa ��t, co et6oe C - 81 - 020
<br />2 Exhibit 2.2 -7o 4 Appendix N °P ANR 0 ` - scALE: FIGURE 2.2-7
<br />c "ecxc0 a AS NOTED
<br />
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