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U6 ' / �,� i / -- 30 <br />IPM- 6 <br />IV / <br />7716 <br />RECLAIME <br />\� —elf �� �! 31.. i" , V -2' � I� <br />16.7 c <br />II <br />RE VIM <br />EC IM <br />744 .7 <br />\ / \ <br />SIIPM -7 622. .7a \ <br />7546, _ 1 1 /.� -fi <br />5 <br />\\ \ IIP <br />541 \ )S M =17 U \ / <br />R IMED \ J h \ <br />41. a¢ v� SIIPM- r <br />/� SIIPM -21 ��_ %% SWS / <br />\ �\ { 1 _ R CLAIM Q J <br />v I �• w 1 \ �, '�� 1 CLZE ��_ 1�y 16.7a Jf 7 RE31.4ac�D 11 <br />\ rasl -5 29,8ae� a� SI M-8 <br />SH) <br />SIIP 13_ �oJc <br />C IN4.o //1PON 0 8Y A BRUS S t <br />I/ <br />�90.7a EC 'IMED <br />1 \ / <br />4. <br />16 N 62 <br />\ \\ <br />— J ECLAIMED <br />�13.2a M D/ BR SH <br />TtQ \ > > ' \�� _ �\ 1 SIIPM 17 LOWER ! r _y,. /. <br />CN = 62 <br />R M sii u ' \ / ON <br />1, 16,26 i f <br />>�, <br />i 1- A li <br />� / �� , NIA I <br />47A �� 1 �.F - -! i _� \� I,� II _ POND i /lb! <br />1.6ac <br />\ \ 1 r <br />IIPM \ 1 <br />2 = (S -2) <br />2E I b S 4,14 <br />H, <br />18 8 4ac _ 62 \ CN <br />ECLAI GEBRU RE <br />= <br />16.5ac I i�% 67:8ac <br />ref , <br />UP' 14 <br />' SIIPM -1 \ V � <br />� RECLAIMED SIIP 12 LO R <br />7 POND 0 4 <br />141.4ae - i/ k �� SWS-2 til 67 <br />��� \ RECLAIMED CLAIM A E¢ IJSH <br />\\ %" \ \ CN = 62 E 78.4 c <br />� a <br />_ I <br />— _ \ \��E. _ \ \ � ;• � / ,fir/ <br />� — - - - -- P �0 <br />�_ N 2 <br />� <br />33A R E SA SR SH <br />P ND 04 <br />- <br />� <br />P N 004 7 <br />EBR <br />RCL�iIME� 4 c U� i i <br />\ _ <br />CN 100 <br />ND <br />1 <br />, <br />1 <br />r <br />- <br />LEGEND <br />– – – – – <br />WATERSHED BOUNDARY <br />– – – – – SUB –WA TERSHED BOUNDARY <br />— CHANNEL <br />30A >--< CULVERT <br />20 STOCKPOND <br />Note: SEDCAD Structure 11, SWS1 represents SSSPGI and SS;SPG2 <br />which are perennially flowing springs. The watershed <br />area valve input in the model generates a 10 —year, 24—hour <br />event runoff discharge valve that accounts for the <br />inflow to the pond from the perennial springs. <br />R.87 W. R.86W. <br />1 Issued for 7R -41 03107 J lfeinman ✓.Campbell 0.11effingar <br />0 17?-39 06105 D. Gallery D. Gallery R.Sheufing <br />REV. REVISIONS DATE DESIGN BY DRAWN BY REVIEWED AND <br />\\\\\ \ \ \ \ \ \ \ \ \ \1\IIIIIIIIIIII! / / /j /7 V / / <br />No' SIGNED BY <br />REr; iii <br />.�� <br />•t. • MfTI •' F G <br />-;13 18406 . ? � <br />�- <br />°:. :: , _ �ENECA <br />Coal Company <br />1111111111 � \ \\ \o <br />PROJECT: <br />PROFESS /ONAL ENGINEER'S 5 T TEM NT SENECA 11 MINE <br />l state that the changes in Revision <br />TR -41 (dated 03107) were prepared DRAWING TITLE: <br />under my supervision and a// the POND 004 & 008 <br />information presented hereon is true <br />and correct to the best of my WA TERSHED B0UNDAR Y <br />SCALE know /edge and information. <br />400' 0 400' 800' 3/9/07 Sheet 1 Of 1 Sheets <br />Date David A. Hettinger, CO P.E. 18406 M W H SCALE: DRAWING No. <br />CONTOUR INTERVAL 10Ft. <br />Senfpt \SEN Eng\ JohnC\ WEINMANIiR- 41 \S2pond4&8watershedbdy.dwg As Shown 7 -22 <br />� � - <br />&//1/17 <br />