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E - 24400 / / E - 23,200 E - 23,000 E - 22.800 <br />/ T BERM <br />DITCH CCC- <br />/ <br />BERM 1.0' <br />I BOTTOM OF SUMP <br />IELEV.7566.0' <br />h <br />I I o0 0 <br />I I <br />I I I <br />I I j 16ti <br />I I <br />I I <br />I I � <br />DITCH CCC- t <br />I I <br />I I <br />I I <br />I I ' TOPSOIL STOCKPILE CCC <br />TOPSOIL REPLACED 0-30% RECLAIMED <br />CN =76, 3.3ac <br />I <br />8 I I <br />/ <br />/ / I <br />/ <br />/ I <br />/ / I <br />/ J / -625 <br />/ / I <br />/ � I <br />/ / I <br />) / 1 <br />I <br />I <br />I I <br />7600 f <br />I I I <br />I I i <br />I I i i <br />I I I <br />I I <br />E- 23,400 \ I I E- 2.1,200 E 23,000 E- 22,800 j <br />a <br />TOPSOIL STOCKPILE CCC <br />PLAN VIEW <br />w <br />m <br />z <br />Z <br />F <br />U <br />w <br />O <br />a <br />w <br />J_ <br />w <br />Q <br />U <br />0 <br />c <br />z <br />z <br />0 <br />r <br />Q <br />D <br />W <br />w <br />SCALE <br />V <br />7580 <br />7570 <br />7560 <br />7550 <br />0 <br />Al <br />7580 <br />DITCH SCHEDULE <br />7570 M <br />M <br />D <br />0 <br />z <br />7560 <br />7550 <br />25 50 75 100 <br />U69L•1:Id�iGt�1 <br />HORMWAL SCALE <br />VERTICAL SCALE <br />0 s 1a <br />FEET <br />TOPSOIL STOCKPILE CCC <br />CROSS - SECTION A -A' <br />50' 0 50' 100' <br />CONTOUR INTERVAL 5 FT. <br />SUMP CAPACITY TABLE <br />Design Flow <br />Slope <br />Bottom Width <br />Side Slope <br />Depth of <br />Velocity <br />Freeboard <br />Total Depth <br />Lining <br />Channel <br />(cfs) <br />I %) <br />IBW) <br />(H:1VI <br />Flow IN (ftl <br />(fps) <br />[ft) <br />Ift) <br />7568.5 <br />0,011 <br />0.015 <br />7569.0 <br />if t) <br />0.021 <br />7569.5 <br />0.015 <br />0.028 <br />7570.0 <br />0.018 <br />CCC -112 <br />1.03 <br />2 -10 <br />V <br />2 <br />1.16 <br />2.3 <br />0.3 <br />1.46 <br />Veg <br />50' 0 50' 100' <br />CONTOUR INTERVAL 5 FT. <br />SUMP CAPACITY TABLE <br />ELEV. <br />(FT.) <br />AREA <br />(ACRES) <br />TOT. CAP. <br />(AC. -FT.) <br />7566.0 <br />0.002 <br />0.00 <br />7566.5 <br />0.003 <br />0.001 <br />7567.0 <br />0.005 <br />0.003 <br />7567.5 <br />0.007 <br />0.006 <br />7568.0 <br />0.009 <br />0.010 <br />7568.5 <br />0,011 <br />0.015 <br />7569.0 <br />0.013 <br />0.021 <br />7569.5 <br />0.015 <br />0.028 <br />7570.0 <br />0.018 <br />0.036 <br />7570.5 <br />0.022 <br />0.046 <br />7571.0 <br />0.025 <br />0.058 <br />7571.5 <br />0.028 <br />0.071 <br />7572.0 <br />0.031 <br />0.086 <br />.:......... ... <br />37382 Zs <br />�'.• 6 <br />t`n ............. <br />..... • r\ <br />PROFESSIONAL ENGINEER'S STATEMENT <br />l Robert J. ShevAng, slate that the changes <br />in revision TR -50 /doted 111041 were prepared <br />under my supervision and all information presented <br />hereon is true and correct to the best of my <br />know /edge and information. <br />ooh <br />fOd a Robert Y. ShevAng, CO P.E. 37382 <br />