|
I
<br />/ P1 .1
<br />m
<br />ND
<br />1 if ,
<br />III i� �� f / _�-. _ . If
<br />-- _ J O
<br />�t J ✓/ '
<br />N344,000 ' � ; �� �3GP
<br />✓ ) f X' !
<br />SO '
<br />0 25
<br />00
<br />J
<br />v 0
<br />r
<br />35 30 00
<br />foi L des yn n/o ratan
<br />Vo
<br />Vol. 2G, Exh. 7-14L
<br />j 1 l�
<br />i
<br />N 342.000 t I - 45 00
<br />1Z I
<br />/.
<br />O
<br />i ! I 5 oo
<br />Y If
<br />0
<br />80 0
<br />$y
<br />or d
<br />Voi nfo .
<br />Vol 2 2C, C, xh E 7 141 1
<br />For itch d�,yn f ton
<br />Vol. 2C, Exh. 7 -14M
<br />10
<br />135
<br />' 15
<br />' f
<br />PO 140
<br />25
<br />V�
<br />30 J '. 150
<br />35. O
<br />170
<br />175
<br />O
<br />180
<br />160
<br />Z_,13
<br />° o
<br />105 V�
<br />Z '
<br />Qi
<br />Q
<br />110 CO _ N 344,00r,
<br />15
<br />•F
<br />120
<br />O -
<br />130
<br />' N 342,000
<br />T N 340,000
<br />75 71
<br />80
<br />85
<br />90
<br />91 +70
<br />o°
<br />O P
<br />PD2 a,000
<br />-
<br />A�
<br />/ 2
<br />Fer ditch design mlom,abon,
<br />Vol. 2C, Exh, 7 -14R CP
<br />85
<br />85187 +3 ,�h � �A6
<br />ucn
<br />Vol. 2C Exh 7 -14R
<br />'0i `. o° EP2
<br />X oi>
<br />ST �
<br />A/l
<br />& NTEF
<br />N 338,000
<br />! �G EP1
<br />/
<br />1
<br />l
<br />I
<br />O
<br />N 332,000 _II
<br />0
<br />\SECTION 16 POND -009 A 7
<br />JJJ ,. �"G ., rn.d�tchdee�gn rfoRrrtnr � /
<br />3" Vol. 2C, Exh 7 14B ,,
<br />3 30 Fnrpn,dae- yrnfnrmat�. 'sz
<br />- See Vol 21f i t - -
<br />r
<br />t 40
<br />For ditch d"yr nformat on,s - - /
<br />l
<br />J /
<br />vol 13, Exh. 7 -20e
<br />.T
<br />1
<br />X50
<br />—
<br />For ditch des gn KD
<br />Vol 13, Exh. 7 20E "400 /
<br />.. �... xe ((( Far d�echd
<br />/
<br />Fordtrh des yn nfo rat or. / q F rmat on e
<br />V
<br />Vol 3 Exh 7 20E Vol, 13 Exh. 7-20E:
<br />O -
<br />60 ,
<br />_
<br />— l
<br />N 330 ,000 -I- isRFpo 20 { - \ \ fr
<br />22
<br />f -or ditch drvgn of rrrat or xc i Vol 13, Exh. 7 -20D For dic de nbFinaa ee
<br />\
<br />. .....� � Vol, 13, Exh. 7-20F
<br />31 +74
<br />% 30
<br />/ f
<br />25 210
<br />I_J 160
<br />O c�� 5
<br />r J
<br />+ \\`\ N 328,OBPT
<br />/%A
<br />r b
<br />'100 b� °� y
<br />/ Far
<br />Vol, , des,gn information, see ��, / Cj ' i ( ��
<br />1 3, Exh,
<br />\ S . 28 POND
<br />m
<br />m m m \ m
<br />m
<br />pp 'ca U
<br />,
<br />N A N 32
<br />t7l 4§
<br />LEGEND WATERSHED BOUNDARIES
<br />7 16 15 14 '' FOR HYDROLOGIC MODELINGEaV
<br />Permit Boundary POSTMINING LAND USE IS "RANGELAND
<br />Note: See Map 33 and 33A for Profiles of "
<br />ENGINEER'S CERTIFICATION (SOUTH TAYLOR AREA) F ,
<br />21 22
<br />19 20 3 24 T _
<br />Postmining COI')tOUr Channels � 4 1, THOMAS C. PETERSON, being a , ... ®_ ,\ urorslota of Rerlsrnati rs,
<br />2
<br />g Permanent Licensed Professions( Engineer in SCALE: T' = 50173
<br />Drainage Boundary Note: See Map 12 for Ditch Locations and Drainage
<br />lu N the State of Colorado, do hereby
<br />Tie -In Boundary for Postmining Topography 30 29 28 -7 26 25 certify that this map has been 1 / DATE: 5126106 �� and Sa
<br />Boundaries During Mining N eo%
<br />reviewed by me and is true and
<br />V DRWG. BY. TCPIESI
<br />Approx. Limit, Permanent Fill Boundary correct to the best of my knowledge \ COAL O ;' APPROVED BY.
<br />31 32 33 3 35 36 and information relying on work s COMPANY
<br />Y In
<br />Sediment Pond MAP 1 performed by others, and based on ` 9FE , o! j DRWG NO,
<br />information supplied by experts V ��pEOP_tE- rxon_vcTi°N�EN� V
<br />identified in section
<br />anyL . ofthe Colour oCoalCom an MAP 41A
<br />Secondary Drainage W E \ 1 Colowyo Coal Company L.P. Permit. 5731 state Highway 13 Company
<br />,�
<br />\ Meeker, Colorado 81641
<br />\ i T
<br />Postmining Channel - Permanent vO �,` � ,vs . 1 12 3 �.� °���P °° X04,,
<br />\ N �• Q c. P • �•� No. REVISION DATE BY CHK
<br />\ Q :�S �lxrP : = Major map edits due to New PMT surface, drainage boundary charges, Logo change,
<br />Collector Ditch - Temporary \� \ 1 13 32257 z: O TR -81 Redesign of po tmi echanrels, legend edits, location map edits. Consolidated with 12106110 TCP KRB
<br />\ \ _ _
<br />V A V V A A aroeurvco oa 0, • �/f ���� 4/
<br />i••.
<br />Reclaim Boundary (Dec. 2011) S 9\ 2 3 24 �4 F •• ••••• ' 4 !% TR Added flow direction arrows to the terrace benches. 311111 TCP KRB
<br />• J Existing Postmining Stockpond (Stock Tank) 500' 0 500' 1000, /i dli
<br />-28 New PMT TR81 0411, PMT contours affected in the South Tayforamat Drainage
<br />30 219, 27 26 TH C PETERSON
<br />25 P.E. No. 32257 TR -81 Profiles changes to Profiles Trib. B, Trib. D, Trib. Eand Trib. H 4115171 TCP KRB
<br />• Proposed Postmining Stockpond (Stock Tank) CONTOUR INTERVAL 25 FT New PMT TR810611, PMT contours affected in the South Taylor area . Drainage
<br />PMT 0112 31 32 33 34 35 36 L�(6 /� y TR -81 Postmining Channels deleted Trib. B & Trib. E, Modified Trib. G & Trib. H 616111 TCP KRB
<br />Terrace Ditch with Flow Direction Arrow (On or across permanent fill) DAT
<br />R W New PMT 0112, Logo Update, Reclaimed Units through 2011
<br />93
<br />(See Vol. 13, Exh. 7-20, Part G) TR -94 PMT contours affected in the South Taylor area 2114112 TCP KRB
<br />�
<br />m '
<br />a
<br />I
<br />/ P1 .1
<br />m
<br />ND
<br />1 if ,
<br />III i� �� f / _�-. _ . If
<br />-- _ J O
<br />�t J ✓/ '
<br />N344,000 ' � ; �� �3GP
<br />✓ ) f X' !
<br />SO '
<br />0 25
<br />00
<br />J
<br />v 0
<br />r
<br />35 30 00
<br />foi L des yn n/o ratan
<br />Vo
<br />Vol. 2G, Exh. 7-14L
<br />j 1 l�
<br />i
<br />N 342.000 t I - 45 00
<br />1Z I
<br />/.
<br />O
<br />i ! I 5 oo
<br />Y If
<br />0
<br />80 0
<br />$y
<br />or d
<br />Voi nfo .
<br />Vol 2 2C, C, xh E 7 141 1
<br />For itch d�,yn f ton
<br />Vol. 2C, Exh. 7 -14M
<br />10
<br />135
<br />' 15
<br />' f
<br />PO 140
<br />25
<br />V�
<br />30 J '. 150
<br />35. O
<br />170
<br />175
<br />O
<br />180
<br />160
<br />Z_,13
<br />° o
<br />105 V�
<br />Z '
<br />Qi
<br />Q
<br />110 CO _ N 344,00r,
<br />15
<br />•F
<br />120
<br />O -
<br />130
<br />' N 342,000
<br />T N 340,000
<br />75 71
<br />80
<br />85
<br />90
<br />91 +70
<br />o°
<br />O P
<br />PD2 a,000
<br />-
<br />A�
<br />/ 2
<br />Fer ditch design mlom,abon,
<br />Vol. 2C, Exh, 7 -14R CP
<br />85
<br />85187 +3 ,�h � �A6
<br />ucn
<br />Vol. 2C Exh 7 -14R
<br />'0i `. o° EP2
<br />X oi>
<br />ST �
<br />A/l
<br />& NTEF
<br />N 338,000
<br />! �G EP1
<br />/
<br />1
<br />l
<br />I
<br />O
<br />N 332,000 _II
<br />0
<br />\SECTION 16 POND -009 A 7
<br />JJJ ,. �"G ., rn.d�tchdee�gn rfoRrrtnr � /
<br />3" Vol. 2C, Exh 7 14B ,,
<br />3 30 Fnrpn,dae- yrnfnrmat�. 'sz
<br />- See Vol 21f i t - -
<br />r
<br />t 40
<br />For ditch d"yr nformat on,s - - /
<br />l
<br />J /
<br />vol 13, Exh. 7 -20e
<br />.T
<br />1
<br />X50
<br />—
<br />For ditch des gn KD
<br />Vol 13, Exh. 7 20E "400 /
<br />.. �... xe ((( Far d�echd
<br />/
<br />Fordtrh des yn nfo rat or. / q F rmat on e
<br />V
<br />Vol 3 Exh 7 20E Vol, 13 Exh. 7-20E:
<br />O -
<br />60 ,
<br />_
<br />— l
<br />N 330 ,000 -I- isRFpo 20 { - \ \ fr
<br />22
<br />f -or ditch drvgn of rrrat or xc i Vol 13, Exh. 7 -20D For dic de nbFinaa ee
<br />\
<br />. .....� � Vol, 13, Exh. 7-20F
<br />31 +74
<br />% 30
<br />/ f
<br />25 210
<br />I_J 160
<br />O c�� 5
<br />r J
<br />+ \\`\ N 328,OBPT
<br />/%A
<br />r b
<br />'100 b� °� y
<br />/ Far
<br />Vol, , des,gn information, see ��, / Cj ' i ( ��
<br />1 3, Exh,
<br />\ S . 28 POND
<br />m
<br />m m m \ m
<br />m
<br />pp 'ca U
<br />,
<br />N A N 32
<br />t7l 4§
<br />LEGEND WATERSHED BOUNDARIES
<br />7 16 15 14 '' FOR HYDROLOGIC MODELINGEaV
<br />Permit Boundary POSTMINING LAND USE IS "RANGELAND
<br />Note: See Map 33 and 33A for Profiles of "
<br />ENGINEER'S CERTIFICATION (SOUTH TAYLOR AREA) F ,
<br />21 22
<br />19 20 3 24 T _
<br />Postmining COI')tOUr Channels � 4 1, THOMAS C. PETERSON, being a , ... ®_ ,\ urorslota of Rerlsrnati rs,
<br />2
<br />g Permanent Licensed Professions( Engineer in SCALE: T' = 50173
<br />Drainage Boundary Note: See Map 12 for Ditch Locations and Drainage
<br />lu N the State of Colorado, do hereby
<br />Tie -In Boundary for Postmining Topography 30 29 28 -7 26 25 certify that this map has been 1 / DATE: 5126106 �� and Sa
<br />Boundaries During Mining N eo%
<br />reviewed by me and is true and
<br />V DRWG. BY. TCPIESI
<br />Approx. Limit, Permanent Fill Boundary correct to the best of my knowledge \ COAL O ;' APPROVED BY.
<br />31 32 33 3 35 36 and information relying on work s COMPANY
<br />Y In
<br />Sediment Pond MAP 1 performed by others, and based on ` 9FE , o! j DRWG NO,
<br />information supplied by experts V ��pEOP_tE- rxon_vcTi°N�EN� V
<br />identified in section
<br />anyL . ofthe Colour oCoalCom an MAP 41A
<br />Secondary Drainage W E \ 1 Colowyo Coal Company L.P. Permit. 5731 state Highway 13 Company
<br />,�
<br />\ Meeker, Colorado 81641
<br />\ i T
<br />Postmining Channel - Permanent vO �,` � ,vs . 1 12 3 �.� °���P °° X04,,
<br />\ N �• Q c. P • �•� No. REVISION DATE BY CHK
<br />\ Q :�S �lxrP : = Major map edits due to New PMT surface, drainage boundary charges, Logo change,
<br />Collector Ditch - Temporary \� \ 1 13 32257 z: O TR -81 Redesign of po tmi echanrels, legend edits, location map edits. Consolidated with 12106110 TCP KRB
<br />\ \ _ _
<br />V A V V A A aroeurvco oa 0, • �/f ���� 4/
<br />i••.
<br />Reclaim Boundary (Dec. 2011) S 9\ 2 3 24 �4 F •• ••••• ' 4 !% TR Added flow direction arrows to the terrace benches. 311111 TCP KRB
<br />• J Existing Postmining Stockpond (Stock Tank) 500' 0 500' 1000, /i dli
<br />-28 New PMT TR81 0411, PMT contours affected in the South Tayforamat Drainage
<br />30 219, 27 26 TH C PETERSON
<br />25 P.E. No. 32257 TR -81 Profiles changes to Profiles Trib. B, Trib. D, Trib. Eand Trib. H 4115171 TCP KRB
<br />• Proposed Postmining Stockpond (Stock Tank) CONTOUR INTERVAL 25 FT New PMT TR810611, PMT contours affected in the South Taylor area . Drainage
<br />PMT 0112 31 32 33 34 35 36 L�(6 /� y TR -81 Postmining Channels deleted Trib. B & Trib. E, Modified Trib. G & Trib. H 616111 TCP KRB
<br />Terrace Ditch with Flow Direction Arrow (On or across permanent fill) DAT
<br />R W New PMT 0112, Logo Update, Reclaimed Units through 2011
<br />93
<br />(See Vol. 13, Exh. 7-20, Part G) TR -94 PMT contours affected in the South Taylor area 2114112 TCP KRB
<br />
|