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w <br />M <br />z <br />Z <br />H <br />U <br />w <br />O <br />Lt <br />0- <br />di <br />J <br />LL <br />0 <br />¢ <br />U <br />0 <br />POND 008 PLAN VIEW <br />STAGE <br />IFTI <br />POND 008 <br />AREA <br />IACRESI <br />0 <br />°o <br />7010 <br />0.0 <br />0.33 <br />ELEV. 7016.9' <br />BOTTOM OF POND <br />7011 <br />1.0 <br />0.70 <br />0.4 <br />W <br />I I W <br />I <br />N <br />1.1 <br />0 <br />7013 <br />TOP OF EMBANKMENT <br />PRINCIPAL SPILLWAY <br />2.6 <br />7014 <br />ELEV. 7020.0' <br />INVERT ELEV. 7015.3' <br />- <br />7030 rn <br />\CP <br />5.0 <br />1.9 <br />6.2 <br />c <br />LL <br />5.3 <br />1.9 <br />6.7 <br />PRINCIPAL SPILLWAY <br />7016 <br />6.0 <br />2.0 <br />6.1 <br />7020 2 <br />� ]oza <br />6.9 <br />2.1 <br />10.0 <br />'x <br />7017 <br />7.0 <br />2.1 <br />10.2 <br />T <br />y <br />8.0 <br />2.2 <br />12.4 <br />7010 <br />y 7010 <br />9.0 <br />2.4 <br />14.7 <br />7020 <br />10.0 <br />2.8 <br />17.3 <br />7000 <br />7000 <br />100 150 200 250 <br />300 <br />350 <br />0 <br />Sp <br />101 <br />DISTANCE IN FT <br />CROSS - SECTION A -A' <br />HORIZONTAL SCALE <br />0® ' <br />Aso <br />'\ <br />PRINCIPAL SPILLWAY <br />I I <br />8• PLASTIC CORRUGATED PIPE <br />ELEV 7015.3' <br />BOTTOM OF POND 7010.0' <br />7020 <br />N -2771 O <br />e 7010 <br />z <br />0 <br />� 7000 <br />w <br />W <br />6990 <br />100 150 200 250 <br />300 <br />350 <br />0 <br />50 <br />EMERGE tC Y SPILL PkY <br />' I I `s <br />DISTANCE IN FT <br />INVERT ELEV. 7016.9'\, " <br />I I <br />I I <br />� o <br />\ <br />A' <br />HORIZONTAL SCALE <br />I I <br />0 15' 30' <br />I I <br />- <br />BOTTOM OF POND <br />ELEV. 7010.0' - <br />VERTICAL SCALE <br />N "- 27,800 <br />I <br />I I I <br />I <br />I <br />101 TOP OF EMBANKMENT <br />' <br />I <br />ELEV. 7020.0' <br />I I <br />\ <br />PRINCIPAL <br />INVERT <br />C CORRU A <br />WAY p1 <br />7015.3' <br />rED PIPE <br />8 PLA <br />\ <br />pUTSLOPE CHANNEL <br />10� RIP RAP LINED D50= 6' <br />� <br />I <br />\ <br />B1 <br />I <br />� <br />28.000 <br />OUR£T INVERT <br />ELEV. 7001.3' <br />\ <br />A� <br />r <br />1_. <br />\ <br />POND 008 PLAN VIEW <br />SCREENED CAGE <br />ELEV. <br />(FT. -MSL) <br />STAGE <br />IFTI <br />POND 008 <br />AREA <br />IACRESI <br />EMERGENCY SPILLWAY <br />DESCRIPTION <br />7010 <br />0.0 <br />0.33 <br />ELEV. 7016.9' <br />BOTTOM OF POND <br />7011 <br />1.0 <br />0.70 <br />0.4 <br />7040 <br />7040 <br />2.0 <br />1.1 <br />0 <br />7013 <br />TOP OF EMBANKMENT <br />PRINCIPAL SPILLWAY <br />2.6 <br />7014 <br />ELEV. 7020.0' <br />INVERT ELEV. 7015.3' <br />- <br />7030 rn <br />F 7030 <br />5.0 <br />1.9 <br />6.2 <br />c <br />LL <br />5.3 <br />1.9 <br />6.7 <br />PRINCIPAL SPILLWAY <br />7016 <br />6.0 <br />2.0 <br />6.1 <br />7020 2 <br />� ]oza <br />6.9 <br />2.1 <br />10.0 <br />'x <br />7017 <br />7.0 <br />2.1 <br />10.2 <br />T <br />y <br />8.0 <br />2.2 <br />12.4 <br />7010 <br />y 7010 <br />9.0 <br />2.4 <br />14.7 <br />7020 <br />10.0 <br />2.8 <br />17.3 <br />7000 <br />7000 <br />100 150 200 250 <br />300 <br />350 <br />0 <br />Sp <br />DISTANCE IN FT <br />CROSS - SECTION A -A' <br />HORIZONTAL SCALE <br />0® ' <br />VERTICAL SCALE <br />PRINCIPAL SPILLWAY <br />O ®' <br />8• PLASTIC CORRUGATED PIPE <br />ELEV 7015.3' <br />BOTTOM OF POND 7010.0' <br />7020 <br />LL <br />e 7010 <br />z <br />0 <br />� 7000 <br />w <br />W <br />6990 <br />100 150 200 250 <br />300 <br />350 <br />0 <br />50 <br />DISTANCE IN FT <br />CROSS - SECTION B -B' <br />HORIZONTAL SCALE <br />0 15' 30' <br />VERTICAL SCALE <br />0® ' <br />SCREENED CAGE <br />ELEV. <br />(FT. -MSL) <br />STAGE <br />IFTI <br />POND 008 <br />AREA <br />IACRESI <br />TOT. CAP. <br />IAC -FT) <br />DESCRIPTION <br />7010 <br />0.0 <br />0.33 <br />0.0 <br />BOTTOM OF POND <br />7011 <br />1.0 <br />0.70 <br />0.4 <br />7012 <br />2.0 <br />1.1 <br />0 <br />7013 <br />3.0 <br />1.6 <br />2.6 <br />7014 <br />4.0 <br />1.8 <br />4.3 <br />7015 <br />5.0 <br />1.9 <br />6.2 <br />7015.3 <br />5.3 <br />1.9 <br />6.7 <br />PRINCIPAL SPILLWAY <br />7016 <br />6.0 <br />2.0 <br />6.1 <br />7016.9 <br />6.9 <br />2.1 <br />10.0 <br />EMERGENCY SPILLWAY <br />7017 <br />7.0 <br />2.1 <br />10.2 <br />7018 <br />8.0 <br />2.2 <br />12.4 <br />7019 <br />9.0 <br />2.4 <br />14.7 <br />7020 <br />10.0 <br />2.8 <br />17.3 <br />TOP OF EMBANKMENT <br />SCALE <br />50' 0 50 100' <br />CONTOUR INTERVAL 10&1F1 <br />PRINCIPAL SPILLWAY DETAIL <br />NOT TO SCALE <br />TOP OF EMBANKMENT <br />ELEV. 7020.0' <br />EMERGENCY SPILLWAY <br />ELEV 7016.9' <br />ELEV. 7001.3' 7020 <br />7010 rn <br />Z <br />]000 i <br />T <br />Y <br />6990 <br />450 500 550 <br />37382 <br />.............. <br />rte <br />RECEIVED <br />Nov 11 <br />Division It M,n,,ats and GeologV <br />PROFESSIONAL ENGINEER'S STATEMENT <br />l Robert J. ShevAng, state that the changes <br />in revision TR -37 /dated 101051 were prepared <br />under my supervision and all information presented <br />heron is true and correct to the best of my <br />knowledge an i formation. <br />/' /oS <br />/4 <br />Date obe J. SNevling, CO P.E. 37382 <br />O I TR -37 10105 J.JaIneS KCanralh B.Sheving I ' ' <br />REV, REVISIONS DATE DESIGN BY DRAWN BY REVIEWED AND <br />PROJECT: <br />FNEC�9 <br />Coal Company <br />SENECA ll MINE <br />DRAWING TITLE: <br />POND 008 PR /NC /PAL <br />SP /LL WA Y REPLA CEMENT A SBUX T <br />Sheet 10f 1 Sheets <br />M W H SCALE: DRAWINGCNo. <br />As Shown ��C <br />