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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 />