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w <br />m <br />Z <br />r <br />U <br />W <br />O <br />a <br />Lii <br />J <br />LL <br />¢ <br />U <br />0 <br />F <br />LL <br />z <br />O <br />f <br />W <br />J <br />W <br />0 <br />m <br />I <br />i <br />1 <br />cD �j <br />`,� <br />EMERGENCY SPILLWAY 7016.9 <br />J <br />i <br />14T PE TOP OF DIKE 7021' <br />ERT =. 15.6 <br />RIPRAP PROTECTION <br />j <br />POND 008 PLAN VIEW <br />SCALE <br />rSY 0 50' 100' <br />CONTOURINTERVAL 1Ff. <br />MAX. WATER ELEVATION 70162 (10 -YEAR 24 -HOUR) <br />•• <br />N <br />r <br />z <br />0 <br />W <br />J <br />W <br />B3 <br />_..-- - - - - -- - -. -170 <br />-- - <br />EXISTING GROUND <br />7020 <br />CHANNEL WIDTH 15.5 1 <br />2.4 LL <br />2 - - -- - -- z0 <br />-- - - -- - - -- 7016 j <br />- W <br />J <br />W <br />'0 25 <br />DISTANCE (FT) <br />CROSS - SECTION B -B' <br />HORIZONTAL SCALE <br />0® <br />VERTICAL SCALE <br />0 <br />VERTICAL EXAGGERATION IM.2V <br />SCREENED CAGE <br />DISTANCE (FT.) <br />CROSS - SECTION A -A' <br />I <br />HORIZONTAL SCALE <br />0® <br />VERTICAL SCALE <br />0® <br />8' PRINCIPAL SPILLWAY <br />PRINCIPAL SPILLWAY <br />EMERGANCY SPILLWAY 7016.8' <br />TOP OF EMBANKMENT 7021'. <br />8' PLASTIC STRAIGHT PIPE 7015.8' <br />50 <br />7012 <br />200 <br />X <br />V2V - <br />H <br />W <br />z <br />0 <br />F <br />W <br />J <br />7010 W <br />ELEV. <br />(FT. -MSL) <br />STAGE <br />(FT.) <br />AREA <br />(ACRES) <br />POND 008 <br />TOT. CAP. <br />(AC, -FT.) <br />DESCRIPTION <br />7005 <br />0.0 <br />0.002 <br />0.00 <br />BOTTOM OF POND <br />7007 <br />2.0 <br />0.041 <br />0.06 <br />7009 <br />4.0 <br />0.139 <br />0.20 <br />7011 <br />6.0 <br />0.766 <br />1.15 <br />7013 <br />8.0 <br />1.570 <br />3.43 <br />7015 <br />10.0 <br />1,946 <br />6.94 <br />7015.8 <br />10.8 <br />2101 <br />8.56 <br />PRINCIPAL SPILLWAY <br />7016.8 <br />11.8 <br />2.300 <br />10.76 <br />EMERGENCY SPILLWAY <br />7017 <br />12.0 <br />2,340 <br />11.22 <br />7019 <br />14.0 <br />2.766 <br />16.33 <br />7021 <br />16.0 <br />3.444 <br />22.56 <br />TOP OF EMBANKMENT <br />.......... os <br />37382s <br />9p '• •' 6 <br />PROFESSIONAL ENG/NEERS STATEMENT <br />I Robert J. ShevAng, state that the changes <br />In revision TR -39 /dated 61051 were prepared <br />under my supervision and a// information presented <br />hereon is true and correct to the best of my <br />knowtedge,,o d information. <br />Dote RoberA J. S ev/fng, CO P.E. 37382 <br />NOTE: SEE EXHIBIT 17 -17C FOR ORIGINAL AS -BUILT CERTIFICATION <br />