6320
<br />6300
<br />6280
<br />6260
<br />6240
<br />6220
<br />6200
<br />6180
<br />6160
<br />6140
<br />6120
<br />6100
<br />6080
<br />6060
<br />6040
<br />6020
<br />6000
<br />5980
<br />5960
<br />SECTION A -A'
<br />Gob Pile #2
<br />DRnVngVn W7W TnO nW MR CrTRFArF.
<br />U
<br />I
<br />U U
<br />z-J
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<br />11
<br />7R -76, Expand Gob Pile #2
<br />Tn
<br />10
<br />TR -72, Adequacy Response #1
<br />z
<br />0
<br />9
<br />TR -72, Gob Pile #2 Expansion
<br />Fn
<br />8
<br />TR -64, Gob Pile #4 As —built slope revision
<br />04 -08 -09
<br />7
<br />TR -61, Gob Revision, Adequacy Review #1
<br />6
<br />08 +£
<br />No.
<br />DESCRIP770N:
<br />a
<br />.
<br />1
<br />Ben
<br />I97
<br />09 +f
<br />M
<br />Ob +£
<br />EXIS
<br />G GRO
<br />NO
<br />x
<br />0 0 0 0 0 0 0 0 0 0
<br />+ + + + + + + + + +
<br />0 0
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<br />5
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<br />OZ +i
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<br />OO +i
<br />P
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<br />08 +1
<br />3. p.
<br />Bench
<br />15'
<br />a
<br />09 +1
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<br />LATTRAL
<br />SUBDRAIb
<br />S
<br />1
<br />' BENCH
<br />0 ;1
<br />0
<br />0 0
<br />0 0 0 0 0
<br />0 0 0 0 0
<br />O N 'd' t0
<br />0 0 0
<br />m O N d'
<br />M M
<br />0 0
<br />'D
<br />M M
<br />0 0 0
<br />m O N d'
<br />M d' d' d'
<br />0
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<br />d'
<br />0
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<br />� N N
<br />0
<br />LO
<br />N Vl
<br />0
<br />Ln
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<br />d' )0
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<br />0 0 0
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<br />m Ol O 0)
<br />0 0
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<br />m O N d'
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<br />O
<br />0
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<br />O
<br />0 0 0 0 0 0 0 0
<br />O N 7 t0 m O N
<br />O .y .-i
<br />U
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<br />N O o 0
<br />11
<br />7R -76, Expand Gob Pile #2
<br />Tn
<br />10
<br />TR -72, Adequacy Response #1
<br />z
<br />0
<br />9
<br />TR -72, Gob Pile #2 Expansion
<br />Fn
<br />8
<br />TR -64, Gob Pile #4 As —built slope revision
<br />04 -08 -09
<br />7
<br />TR -61, Gob Revision, Adequacy Review #1
<br />6
<br />08 +£
<br />No.
<br />DESCRIP770N:
<br />a
<br />.
<br />1
<br />Ben
<br />I97
<br />09 +f
<br />M
<br />Ob +£
<br />EXIS
<br />G GRO
<br />NO
<br />x
<br />0 0 0 0 0 0 0 0 0 0
<br />+ + + + + + + + + +
<br />0 0
<br />m
<br />+
<br />OZ +£
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<br />BEN (H
<br />E)CIS1
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<br />CQ
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<br />`J
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<br />I
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<br />rn
<br />09 +;
<br />Bench
<br />5
<br />C
<br />T S
<br />OPE
<br />Ob +;
<br />M
<br />O
<br />OZ +i
<br />ENC
<br />O
<br />0
<br />E-
<br />OO +i
<br />P
<br />F
<br />i
<br />0;1
<br />w
<br />08 +1
<br />3. p.
<br />Bench
<br />15'
<br />a
<br />09 +1
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<br />f + + +
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<br />+ + + + +
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<br />O O O p O
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<br />+ + + + +
<br />N N N N
<br />O O O O O
<br />m O N V t0
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<br />O O O
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<br />O O O O
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<br />REFERENCES
<br />0 0 0
<br />6300
<br />6280
<br />6260
<br />6240
<br />6220
<br />6200
<br />6180
<br />6160
<br />6140
<br />6120
<br />6100
<br />6080
<br />6060
<br />i
<br />T K. B.
<br />11
<br />7R -76, Expand Gob Pile #2
<br />Tn
<br />10
<br />TR -72, Adequacy Response #1
<br />z
<br />0
<br />9
<br />TR -72, Gob Pile #2 Expansion
<br />Fn
<br />8
<br />TR -64, Gob Pile #4 As —built slope revision
<br />04 -08 -09
<br />7
<br />TR -61, Gob Revision, Adequacy Review #1
<br />6
<br />TR -61, Gob Revision
<br />No.
<br />DESCRIP770N:
<br />REFERENCES
<br />0 0 0
<br />6300
<br />6280
<br />6260
<br />6240
<br />6220
<br />6200
<br />6180
<br />6160
<br />6140
<br />6120
<br />6100
<br />6080
<br />6060
<br />i
<br />T K. B.
<br />10131112
<br />LEGEND:
<br />PERMIT BOUNDARY
<br /><<<<<<< <<«< < < <<« << «< BERM OR GUARDRAIL
<br />—`— FENCE
<br />POWERL /NE /TELEPHONE
<br />—�—► DESIGN DITCH
<br />>— _ _ _ — —< CULVERT
<br />LIGHT USE ROAD
<br />HAUL ROAD
<br />T K. B.
<br />05122112
<br />T.K.B.
<br />02102112
<br />T.K.B.
<br />08106/09
<br />T.K.B.
<br />06103109
<br />T.K.B.
<br />04 -08 -09
<br />BY
<br />DATE
<br />SECTION F -F'
<br />6320
<br />6300
<br />6280
<br />6260
<br />6240
<br />6220
<br />6200
<br />6180
<br />6160
<br />6140
<br />6120
<br />6100
<br />6080
<br />6060
<br />6040
<br />6020
<br />6000
<br />5980
<br />5960
<br />0
<br />It
<br />N
<br />H =V: 1" = 60'
<br />H =V: 1" = 60'
<br />Gob Pile #2 Expansion Area
<br />MATERIAL STORAGE AREAS
<br />GOB PILE AREA (Vol.
<br />IV)
<br />NEW
<br />rOP OF
<br />5'
<br />BEN
<br />H
<br />AREA
<br />D RIP —RAP CHANNEL
<br />AS—BUILT
<br />SURFACI
<br />3 1:1
<br />.
<br />1
<br />Ben
<br />I97
<br />M
<br />EXIS
<br />G GRO
<br />NO
<br />x
<br />0 0 0 0 0 0 0 0 0 0
<br />+ + + + + + + + + +
<br />0 0
<br />m
<br />+
<br />z
<br />rA
<br />01
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<br />_2;1
<br />5
<br />BEN (H
<br />E)CIS1
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<br />OF P
<br />CQ
<br />I
<br />F
<br />Bench
<br />5
<br />C
<br />T S
<br />OPE
<br />M
<br />O
<br />1
<br />ENC
<br />O
<br />0
<br />E-
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<br />F
<br />i
<br />0;1
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<br />3. p.
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<br />w
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<br />0 0 o c
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<br />O O O
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<br />f + + +
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<br />O O O O
<br />m O N 7
<br />+ + + +
<br />In ul Ln
<br />O
<br />m
<br />+
<br />m Ln
<br />O O O O O O O
<br />m O N 7 t0 m O
<br />+ + + + + + + i
<br />N b t0 LO u7 r\ t
<br />0
<br />a
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<br />wa
<br />W N
<br />z
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<br />W
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<br />U
<br />00+9
<br />08 +S
<br />09 +S
<br />OtA +S
<br />OZ +S
<br />00 +5
<br />08 +b
<br />O9 +b
<br />Ob +b
<br />OZ +ti
<br />DD +y
<br />08 +£
<br />09 +£
<br />Ob +E
<br />OZ +£
<br />00 +£
<br />08 +Z
<br />09 +Z
<br />Ob +Z
<br />OZ +Z
<br />00 +Z
<br />08 +T
<br />09 +T
<br />Ob +T
<br />OZ +T
<br />OO +T
<br />08 +0
<br />09 +0
<br />06 +0
<br />OZ +O
<br />D0 +0
<br />M 0 t0 t0 tp k0 )0 � )0 )O )0 40
<br />0
<br />TOPSOIL STOCKPILE AREAS
<br />MATERIAL STORAGE AREAS
<br />GOB PILE AREA (Vol.
<br />IV)
<br />NEW
<br />rOP OF
<br />GOB PILE AREA (Va.
<br />IX)
<br />COVERFILL STOCKPILE
<br />AREA
<br />D RIP —RAP CHANNEL
<br />AS—BUILT
<br />SURFACI
<br />3 1:1
<br />Ben
<br />I97
<br />M
<br />EXIS
<br />G GRO
<br />NO
<br />x
<br />0 0 0 0 0 0 0 0 0 0
<br />+ + + + + + + + + +
<br />0 0
<br />m
<br />+
<br />z
<br />rA
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<br />E)CIS1
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<br />OF P
<br />CQ
<br />I
<br />F
<br />Bench
<br />5
<br />M
<br />O
<br />O
<br />0
<br />E-
<br />r
<br />P
<br />F
<br />i
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<br />15'
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<br />0 0 o c
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<br />D0 +0
<br />M 0 t0 t0 tp k0 )0 � )0 )O )0 40
<br />0
<br />TOPSOIL STOCKPILE AREAS
<br />6300
<br />6280
<br />6260
<br />6240
<br />6220
<br />6200
<br />6180
<br />6160
<br />6140
<br />6120
<br />6100
<br />6080
<br />6300
<br />6280
<br />6260
<br />6240
<br />6220
<br />6200
<br />6180
<br />6160
<br />6140
<br />6120
<br />6100
<br />6080
<br />6060
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<br />— — — — — — — — — — — —
<br />n
<br />° A.4 . ° 4 • 4FJL TER aAGGRE ATE q
<br />a
<br />DRAIN PIPE
<br />.d 4
<br />1' Min COMMON FILL
<br />o U 57(--
<br />w, j
<br />ICI -ICI
<br />`
<br />—III— O
<br />4, K DRAIN
<br />/�/ —
<br />- III =III c��cr
<br />I I -I ' NATURAL GROUND I-
<br />il
<br />10'
<br />TYPICAL SECTION
<br />LATERAL SUBDRAIN CROSSING ROCK DRAIN
<br />SECTION B -B'
<br />Coverfill Pile
<br />FILTER
<br />FABRIC
<br />6040 6040
<br />6020
<br />6000
<br />5980
<br />5960
<br />5940
<br />MATERIAL STORAGE AREAS
<br />GOB PILE AREA (Vol.
<br />IV)
<br />NEW
<br />rOP OF
<br />GOB PILE AREA (Va.
<br />IX)
<br />COVERFILL STOCKPILE
<br />AREA
<br />D RIP —RAP CHANNEL
<br />AS—BUILT
<br />6300
<br />6280
<br />6260
<br />6240
<br />6220
<br />6200
<br />6180
<br />6160
<br />6140
<br />6120
<br />6100
<br />6080
<br />6300
<br />6280
<br />6260
<br />6240
<br />6220
<br />6200
<br />6180
<br />6160
<br />6140
<br />6120
<br />6100
<br />6080
<br />6060
<br />O
<br />— — — — — — — — — — — —
<br />n
<br />° A.4 . ° 4 • 4FJL TER aAGGRE ATE q
<br />a
<br />DRAIN PIPE
<br />.d 4
<br />1' Min COMMON FILL
<br />o U 57(--
<br />w, j
<br />ICI -ICI
<br />`
<br />—III— O
<br />4, K DRAIN
<br />/�/ —
<br />- III =III c��cr
<br />I I -I ' NATURAL GROUND I-
<br />il
<br />10'
<br />TYPICAL SECTION
<br />LATERAL SUBDRAIN CROSSING ROCK DRAIN
<br />SECTION B -B'
<br />Coverfill Pile
<br />FILTER
<br />FABRIC
<br />6040 6040
<br />6020
<br />6000
<br />5980
<br />5960
<br />5940
<br />SECTION D -D'
<br />Gob Pile #4
<br />6020
<br />6000
<br />5980
<br />5960
<br />5940
<br />0
<br />H =V: I" = 40'
<br />PROPOSE)
<br />NEW
<br />rOP OF
<br />GOB EURFACI
<br />OVER
<br />AS—BUILT
<br />SURFACI
<br />3 1:1
<br />Ben
<br />I97
<br />EXIS
<br />G GRO
<br />NO
<br />0 0 0 0
<br />+ + + +
<br />0 0 0 0 0 0 0 0 0 0
<br />+ + + + + + + + + +
<br />0 0
<br />m
<br />+
<br />SECTION D -D'
<br />Gob Pile #4
<br />6020
<br />6000
<br />5980
<br />5960
<br />5940
<br />0
<br />H =V: I" = 40'
<br />POND "C"
<br />I
<br />• 6442 LOCATION & ELEVATION OF STRENGTH TEST SAMPLES
<br />RESULTS OF STRENGTH TESTS SHOWN IN 2005 LAMBERT GE07ECHNICAL REPORT
<br />6300
<br />6280
<br />6260
<br />6240
<br />6220
<br />6200
<br />6180
<br />6160
<br />6140
<br />6120
<br />6100
<br />6080
<br />H =V: I" = 40'
<br />J /
<br />— r
<br />_ -- � GbB PILE [2 DE A!LS
<br />i
<br />����. _ _� POND „P„
<br />6000 . _ - s Ola - aiL�la SF 4.WA
<br />mrcnA,j^wr vccr. L r L
<br />SUBDRA`P
<br />C4_44 7
<br />i
<br />r
<br />PREPARED FOR: PROJECT:
<br />ENGINEER'S CERTIFICATION N 'L BOWIE NO. 2 MINE
<br />I here �r� gl this drawing was done D D BOWIE RESOURCES, LTD. 15ry TITV,
<br />by u iy ",ect supervision and D BOWIE N0. 2 MINE W E'0 e�Re a &
<br />th a�l: thT " s
<br />qgt� e 9e�gfi tion presented on P.O. BOX 483 n
<br />thr d? in is tre ar d correct to the BOWIE RESOURCES, LTD. PAONIA, COLORADO 81428 S COAL MINE WASTE DISPOSAL AREA
<br />be t a r51y 061wledge and belief. I ONE INCH I
<br />aJ' 11° "f° I?! - - 'TC ASSOCIATES Inc DRMS I.D. No. DWG. NAME:
<br />Tom , K Sto erg op Date _ st>=et, u�tt B DESIGNED BY: C — 1996 — 083
<br />Colorer IpNA4� =— — �rand Jet., CO U1j'= DRAWN BY: L.K.J. SCALE: VOLUME IX FIGURE
<br />- - -- CHECKED 1,+ = 200,
<br />PROPOSE)
<br />NEW
<br />rOP OF
<br />GOB EURFACI
<br />Ben
<br />h 15'
<br />E)CIS1
<br />ING TO
<br />OF P
<br />Bench
<br />5
<br />3. p.
<br />Bench
<br />15'
<br />2.S
<br />I
<br />D 0
<br />D N It
<br />+
<br />D O
<br />0
<br />+
<br />O
<br />0
<br />0
<br />+
<br />O
<br />0 0 0 0 0 0 0 0 0 0
<br />m O N d' t0 m O N d' 0
<br />+ + + + + + + + + +
<br />O '. '. !A '. ., N N N N
<br />0 0 0
<br />m O N It
<br />+ + +
<br />N M M
<br />0
<br />+
<br />M
<br />0
<br />0
<br />+
<br />M
<br />0 0 0 0 0
<br />m O N IT 10
<br />+ + + + +
<br />M d' It d' d' d'
<br />0 0 0
<br />m O N It
<br />+ + +
<br />N m
<br />0 0
<br />to
<br />+ +
<br />m N
<br />0 0 o c
<br />m O N d
<br />+ + n i
<br />N n ,
<br />POND "C"
<br />I
<br />• 6442 LOCATION & ELEVATION OF STRENGTH TEST SAMPLES
<br />RESULTS OF STRENGTH TESTS SHOWN IN 2005 LAMBERT GE07ECHNICAL REPORT
<br />6300
<br />6280
<br />6260
<br />6240
<br />6220
<br />6200
<br />6180
<br />6160
<br />6140
<br />6120
<br />6100
<br />6080
<br />H =V: I" = 40'
<br />J /
<br />— r
<br />_ -- � GbB PILE [2 DE A!LS
<br />i
<br />����. _ _� POND „P„
<br />6000 . _ - s Ola - aiL�la SF 4.WA
<br />mrcnA,j^wr vccr. L r L
<br />SUBDRA`P
<br />C4_44 7
<br />i
<br />r
<br />PREPARED FOR: PROJECT:
<br />ENGINEER'S CERTIFICATION N 'L BOWIE NO. 2 MINE
<br />I here �r� gl this drawing was done D D BOWIE RESOURCES, LTD. 15ry TITV,
<br />by u iy ",ect supervision and D BOWIE N0. 2 MINE W E'0 e�Re a &
<br />th a�l: thT " s
<br />qgt� e 9e�gfi tion presented on P.O. BOX 483 n
<br />thr d? in is tre ar d correct to the BOWIE RESOURCES, LTD. PAONIA, COLORADO 81428 S COAL MINE WASTE DISPOSAL AREA
<br />be t a r51y 061wledge and belief. I ONE INCH I
<br />aJ' 11° "f° I?! - - 'TC ASSOCIATES Inc DRMS I.D. No. DWG. NAME:
<br />Tom , K Sto erg op Date _ st>=et, u�tt B DESIGNED BY: C — 1996 — 083
<br />Colorer IpNA4� =— — �rand Jet., CO U1j'= DRAWN BY: L.K.J. SCALE: VOLUME IX FIGURE
<br />- - -- CHECKED 1,+ = 200,
<br />
|