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w <br />Co <br />z <br />z <br />U <br />w <br />0 <br />x <br />C1 <br />J <br />LL <br />0 <br />Q <br />U <br />0 <br />Q <br />B <br />6810 <br />6800 <br />6790 <br />4 <br />2 6780 <br />x <br />0 <br />i 6770 <br />W <br />W <br />6760 <br />6 <br />6740 750 <br />0 <br />TOP OF EMBANKMENT 6780' <br />24" CORRUGATE METAL PIPE <br />INVERT ELEV 6775.5' <br />OUTLET INVERT ELEV. 6773.9' <br />50 <br />100 <br />E 10, 00 E 10.600 <br />OUTLET <br />INVERT ELEV. 6773.9' <br />C11 <br />\ B <br />N - 22.800 <br />24' CORRUGATED META E <br />INVERT ELE 775. ' <br />TOP OF EMBANKMENT <br />INVERT ELEV. 6780.0' <br />r <br />r , <br />r , <br />r , <br />r , <br />N - 23.000 r , <br />r <br />EMERGENCY SPILLWAY <br />INVERT ELEV. 6776.6' <br />E IQ400 - 10,600 <br />150 <br />O <br />A <br />200 <br />E <br />i <br />250 <br />PLL;UC:UIMF'UUNUMtNI MILAN VItVV <br />SCALE <br />50' 0 50 100' <br />CONTOURINTERVAL 1082FT. <br />A' <br />300 <br />BOTTOM OF POND 6750.2' <br />350 400 <br />DISTANCE IV FT. <br />CROSS - SECTION B -B' <br />HORIZONTAL SCALE <br />0 15 30' <br />VERTICAL SCALE <br />0 15 30' <br />E 11,000 <br />E 11,200 <br />BOTTOM OF POND ELEV. 6750.2' <br />E 11,000 E 11,200 <br />450 <br />A <br />6800 <br />6790 <br />4 6780 <br />z <br />x <br />6770 <br />W <br />6760 <br />6750 <br />6740 <br />0 <br />C <br />LL <br />? 6760 <br />ti <br />i <br />14 6780 <br />W <br />500 <br />550 <br />BOTTOM OF POND 6750.2' <br />600 <br />650 <br />24" CORRUGATE METAL PIPE <br />INVERT ELEV. 6775.5' <br />100 200 <br />DISTANCE IN FT. <br />CROSS - SECTION A -A' <br />HORIZONTAL SCALE <br />0 15 30' <br />VERTICAL SCALE <br />0 15' 30' <br />- EMERGENCY SPILLWAY 6776.6' <br />50 100 150 200 <br />DISTANCE IN FT. <br />CROSS - SECTION C -C' <br />HORIZONTAL SCALE <br />0 i <br />VERTICAL SCALE <br />0 iS 30' <br />700 <br />250 <br />750 <br />A' <br />6800 <br />6790 <br />6780 r <br />m <br />`a <br />6770 ? <br />2 <br />T <br />6760 <br />6750 <br />6740 <br />300 <br />24" CORRUGATE METAL PIPE <br />INVERT ELEV. 67755' <br />800 <br />300 350 <br />C' <br />6710 <br />6800 <br />8760 2 <br />ti <br />6750 4d <br />W <br />��� ..`\��\��,,,,,1„cit777777.,,, <br />RE <br />°cv .** AES �T� <br />No�Co �ED <br />_' <br />3 ,„5 <br />ELEV. <br />(FT. -MSL) <br />PECOCO IMPOUNDMENT STAGE CAPACITY <br />STAGE AREA TOT. CAP. <br />(FT.) (ACRES) (AC. -FT.) DESCRIPTION <br />6750.2 <br />0.0 <br />0.00 <br />0.00 <br />BOTTOM OF POND <br />PROFESSIONAL ENGINEERS STATEMENT <br />6752 <br />2.0 <br />0.09 <br />0.06 <br />under my supervision and all information presented <br />heron is true and correct to the best of my <br />knowledge n <br />6754 <br />4.0 <br />0.20 <br />0.35 <br />Dote Robert ShevAng, CO <br />6756 <br />6.0 <br />0.32 <br />0.87 <br />6758 <br />8.0 <br />0.43 <br />1.61 <br />6760 <br />10.0 <br />0.53 <br />2.56 <br />6762 <br />12.0 <br />0.63 <br />3.72 <br />6764 <br />14.0 <br />0.75 <br />5.09 <br />6766 <br />16.0 <br />0.89 <br />6.74 <br />6768 <br />18.0 <br />1.07 <br />8.70 <br />6770 <br />20.0 <br />1.24 <br />11.00 <br />6772 <br />22.0 <br />1.44 <br />13.68 <br />6774 <br />24.0 <br />1.72 <br />16.84 <br />6775.5 <br />25.5 <br />1.98 <br />19.61 <br />PRINCIPAL SPILLWAY <br />6776 <br />26.0 <br />2.06 <br />20.62 <br />6776.6 <br />26.6 <br />2.15 <br />21.88 <br />EMERGENCY SPILLWAY <br />6778 <br />28.0 <br />2.36 <br />25.04 <br />6780 <br />30.0 <br />2.55 <br />29.94 <br />TOP OF EMBANKMENT <br />700 <br />250 <br />750 <br />A' <br />6800 <br />6790 <br />6780 r <br />m <br />`a <br />6770 ? <br />2 <br />T <br />6760 <br />6750 <br />6740 <br />300 <br />24" CORRUGATE METAL PIPE <br />INVERT ELEV. 67755' <br />800 <br />300 350 <br />C' <br />6710 <br />6800 <br />8760 2 <br />ti <br />6750 4d <br />W <br />��� ..`\��\��,,,,,1„cit777777.,,, <br />RE <br />°cv .** AES �T� <br />No�Co �ED <br />_' <br />3 ,„5 <br />37382 <br />Division of Minerals and Geology <br />PROFESSIONAL ENGINEERS STATEMENT <br />/ Robert J. ShevAng, state that <br />the changes <br />In revision 7R -37 /doled 10105/ <br />were prepared <br />under my supervision and all information presented <br />heron is true and correct to the best of my <br />knowledge n <br />in ormation. <br />I oj <br />LJ. <br />Dote Robert ShevAng, CO <br />P.E. 37382 <br />0 Issued for TR -37 10105 J, Weinman KConrM RShevAng <br />REV. REVISIONS DATE DESIGN BY DRAWN BY REVIEWED AND <br />No. SIGNED BY <br />SENECA <br />Coal Company <br />PROJECT: <br />SENECA 9 MINE <br />DRAWING TITLE: <br />PECOCO IMPOUNDMENT A S -BUX T <br />Sheet 10f 1 Sheets <br />M W H SCALE: DRAWING No. <br />As Shown 7 -18A <br />/KE-17 7//2 -100 <br />