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E -9000 E -8000 E -7000 E -6000 E -5000 E -4000 E -3000 E -2000 E -1000 E -0.0 E 1000 E 2000 E 3000 <br />x67779 <br />X 603 <br />X6897.9 I. <br />6 <br />X6797.7 6 5 '54 <br />7 8 <br />679 4 .2 <br />1.4 - \ <br />x6791.1 x - 6846.9 <br />x�l I x <br />x6833.9// <br />68562 <br />x / <br />-- ' 69235 '- <br />67910 - - <br />_/ - -. - <br />6917.4 6965.6 69645 <br />6798? x x x x - � / 61 1 <br />x 6965.4 x ` \ �`\ <br />x6949.3 <br />POND... <br />010 <br />7o24a I <br />000 x I. N -28000 <br />/ o <br />- 7 x 7205 <br />x <br />7172.9 <br />i <br />c <br />• <br />1 <br />/ 1 <br />, <br />7 / • <br />\ 18 7r <br />-_ 99.6 <br />N - 32000 \ -N- -32000 <br />PM. 1so3 � <br />7504. <br />1 � <br />\ x 7524.7 <br />(13 7500 4 <br />" 7483.7 I \ - yj0 \ Ell 1 • <br />YPM g <br />/ <br />. I 7216.4 APO D 01�.., <br />l ' <br />x 481 x I <br />l / <br />74956 <br />POND 96s0 / <br />� I J <br />7462.4 \ I - x 6986, <br />YP <br />I <br />N -3 00 \ N `3600 <br />8861 <br />17 <br />.x76312 - <br />20 x , 1 77702 <br />/ x <br />� O 0-7A \ <br />7884, <br />l <br />a <br />- 7890.1/ <br />\ \ YP 19 <br />, -- <br />x 6a \ I <br />r) POIVD� <br />7617.6 \\ <br />N -4000 N -40000 <br />YPM -1 / E -2000 E -1000 E 0.0 E 1000 E 2000 <br />77926 / 77 <br />74165 / P STOC PKPK ONB� <br />t .5 ypM3 -1 � x� ST -, LEGEND <br />x <br />� w� <br />n6s,7 . <br />73471x o o Y " -%4 �Q. . 7375 SURFACE CONTOUR (10 Ft. Contours) <br />7800 POSTMINING CONTOURS (10 Ft. Contours) \\\����°p1°40p11L1L'i777, <br />PERMIT BOUNDARYo� ........... S "" <br />SURFACE DISTURBANCE BOUNDARY G <br />v 17274 E <br />STREAM �. <br />oS' 'C� o <br />YPM -1 <br />POSTMINING CHANNEL <br />YPM -6 -3 POSTMINING CHANNEL (NOT CONSTRUCTED) PROFESSIONAL ENGINEERS STATEMENT <br />l state that this mop was prepared <br />/ 1 WATERSHED BOUNDARY under my supervision and o// the <br />information presented hereon is true <br />x N -42000 STOCKPOND and correct to the best of my <br />7365.3 <br />know /edge and information. <br />119 0 /� .{- <br />73729 . - 2 / Z8 X043 l . /_' ♦ /Lt <br />Date Curtis M. Belden, CO P.E. 17274 <br />z <br />�I <br />U <br />o / ne7s I NOTES: <br />x I / 1.) SEE EXHIBIT 20 2B FOR POST MINING CHANNEL PROFILES. 2 1R -37 oB/os J.WEINMAN ✓.CAMPBELL C.BELDEN <br />w 2.) TOPOGRAPHY BASED UPON 09/07 AERIAL FLIGHT. 1 1R -s6 07107 J.WEINMAN J.CAMPBELL D.NET77NGER <br />m REVIEWED AND <br />j I / REV RECISIONS DA 7,E DESIGN BY DRAWN BY SIGNED BY <br />z _ - <br />x 79.1 <br />w " <br />o <br />a <br />� I ENECA <br />Coal Company <br />x7949.6 PROJECT: <br />YOAST MINE <br />/ DRAWING TITLE: <br />z SCALE PERMANENT CHANNEL AND 2 <br />Q 400 0 400 800, POND WATERSHEDS <br />E -10000 E -9000 E -8000 E -7000 E -6000 E -5000 E -4000 E -3000 CONTOUR INTERVAL 5FT. Sheet 1 Of 1 Sheets <br />SENECA COAL COMPANY SCALE: EXHIBIT No. <br />a Senfpl\ SEN- Eng\ JohnC \WEINMAN \TR- 37REV \13- 12.lA.divg -T3 j2 /G AS SHOWN 13_12.1A <br />3t3 <br />