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M <br />w <br />Co <br />z <br />Z <br />1- <br />0 <br />W <br />0 <br />Ir <br />a <br />ui <br />J <br />LL <br />0 <br />0 <br />0 <br />K <br />i� <br />I <br />I <br />III' <br />LEGEND <br />- - - -- <br />WATERSHED BOUNDARY <br />- - - - - <br />SUB - WATERSHED BOUNDARY <br />- <br />CHANNEL <br />30A >- < <br />CULVERT <br />20 <br />STOCKPOND <br />i <br />3 <br />1 � <br />/ <br />i o�� _ <br />1 \\ S11P -8 UPP R \ <br />J IIPM -8A \ N = 6 <br />I + \ CN = 62 \ CLAI D <br />e� It \\ RECLAI D \ 31.2 <br />\\ \\16.2 ��\ 0� <br />\\ SII -86 <br />\ SIIPM -7 . ) \ \ CN — 62 I 1 <br />\ IM � <br />16:0 <br />i <br />SIIPM -17 UPPE \\ <br />/ 1 CN = 6 SIIP OWE <br />R LAI S S -1 <br />\ <br />41. C = 62 <br />SIIPM -21 1 i\ \ RE 7 I c D <br />C <br />CLAIMED/ <br />29.8ac I I <br />�\ l II WE <br />S-2 <br />C =7 <br />/ A B US I <br />3 c <br />/ If <br />/ <br />Slip_ 13 / l <br />1 I o C= 62 <br />CLAIM /SA BRUS <br />\ I / 91.9a <br />If <br />\ SIIPM 17 LOWER / <br />1 <br />R <br />� <br />CN =62 <br />R M �/ ` / ON <br />16.2a / <br />�i CN =100 <br />' _ I POND <br />1 1.6aC <br />�T-- <br />/ 45A <br />\ IIPM 12 UP R RE D S I E RU CN 111 IPM 14 \ <br />REAIM ECLAI AGEBRU 2� - <br />\ 1 I 79.1 ac <br />6.5ac <br />- -- T8 I� / I/ D' <br />SIIP .14�i' <br />\ \ <br />C11� \I A•f 1 A \A n <br />RECLAIMED \\ �� POND <br />141.4ac ; - v SW <br />Sit M-11 \ <br />33A A3 <br />P ND 04 _ - -- <br />SW 1 - <br />RECLAIMED/ 63 EBRU �� /� P N 004 <br />2.4 c - /� SW <br />CN 100 <br />3. ac <br />/ \ <br />SCALE <br />400' 0 400' 800' <br />CONTOUR INTERVAL I OF t . <br />37382 <br />11110 <br />PROFESSIONAL ENGINEERS STATEMENT <br />/ Robert J. ShevUng, state that the changes <br />in revision TR -39 /dated 61051 were prepared <br />under my supervision and all information presented <br />hereon is true and correct to the best of my <br />knowledge Ago formation. <br />1 1`s <br />to Robert A Shev g, CO P.E. 37382 <br />J <br />R.87 W. I R.86W. <br />0 1 TR -39 06105 1 D.Gallery D.Gallery R.Shevllnp <br />REV. REVISIONS DATE DESIGN BY DRAWN BY REVIEWED AND <br />No. SIGNED BY <br />SENECA <br />Coal Company <br />PROJECT: <br />SENECA /l MINE <br />DRAWING TITLE: <br />POND 004 & 008 <br />WA TERSHED BOUNDARY <br />Sheet 1 Of 1 Sheets <br />M W H SCALE: DRAWING No. <br />TT- As Shown 7-22 <br />