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ip RIPRAP <br />r. <br />' 10' WID <br />" ID <br />r1? EMERGE CY <br />SPILLW <br />kk ELEV, 6, 73.5' <br />'PRINCIPAL SPI LWAY <br />;24' C❑RRUGAT D <br />; PLAS TIC PIPE <br />INVERT ELEV, 6,772.5' <br />SL E PE <br />C) <br />211 SLOPE <br />24' (CMP) <br />UPPER SUMP PLAN VIEW_ <br />SCALE <br />50, 0 60, 100, <br />CONTOUR INTERVAL 5 FT. <br />TOP OF EMBANKMENT <br />ELEV. 6775.0 <br />WIDTH = 15' WIDE <br />A EMERGENCY SPILLWAY A' <br />INVERT ELEV, 6773 <br />6800 " 1"­ 1 = 41�i WTI- -!5 6800 <br />w Vin u JAic. <br />M <br />1 r- <br />M <br />3 :< <br />1 ------ - --- --- <br />3 3 <br />6750 6750 ri <br />0+00 1+00 P+00 <br />TOP OF EMBANKMENT TOP OF EMBANKMENT <br />ELEV, 6775.0 ELEV. 6775,0 <br />WIDTH = 15' WIDE WIDTH = 15' WIDE <br />6800 a Bf <br />6800 <br />BOTTOM OF SUMP ELEV. 6765.0 M <br />r- <br />M <br />3 <br />6750 KEYWAY 6750 71 <br />0+00 1+00 2+00 3+00 4+00 5+00 <br />5M <br />PRINCIPAL SPILLWAY - UPPER SUMP <br />DETAIL NOT TO SCALE <br />STEEL ROD <br />TRASH RACK <br />PRINCIPAL SPILLWAY <br />INVERT ELEV. 6772.5' <br />24* CORRUGATED METAL PIPE RISER <br />WITH 90 DEGREE ELBOW WELDED TO IT. <br />\-- 24' CMP <br />TYPICAL TRASH RACK DETAIL <br />PRINCIPAL SPILLWAY <br />NOT TO SCALE <br />UPPER SUMP CROSS.-SECTIONS <br />HORIZONTAL SCALE <br />0 Sol 100, <br />VERTICAL SCALE <br />0 50, 100, <br />REG/ <br />45923 <br />Q) <br />/ONAL <br />1////;1IIi111i\6 \\0 <br />PROFESSIONAL E/VOINEERS STATEMENT <br />I WILL T. DENNIS, A REGISTERED <br />PROFESSIONAL ENGINEER IN THE STATE <br />OF COLORADO DO HEREBY CERTIFY THAT <br />THIS MAP IS CORRECT TO THE BEST OF MY <br />KNOWLEDGE AND BELIEF, <br />Date WILL T. DENN IS, CO P. E 45923 <br />M1N1N4M0,W-ETY <br />Up per Sump Volume <br />Report: <br />(Elevation <br />Storage(AcreFt) <br />(C.Y.) <br />(C.F.) <br />(Gallons) <br />Area(Acre) <br />6766 <br />0.02 <br />31.3 <br />845.3 <br />6323 <br />0.049 <br />Bottom o! SUMP <br />6767 <br />0.13 <br />206.3 <br />$571.3 <br />41676.1 <br />0.152 <br />6768 <br />0.63 <br />1016.7 <br />27449.6 <br />205337.6 <br />0.596 <br />6769 <br />1.31 <br />2107.1 <br />56892.7 <br />425586.6 <br />0.734 <br />6770 <br />2.11 <br />3397.3 <br />91725.8 <br />686156.9 <br />0.86 <br />6771 <br />3.03 <br />4893.9 <br />132136.4 <br />988448.8 <br />0.979 <br />6772 <br />4.07 <br />6561.7 <br />177166.6 <br />1325297.8 <br />1.089 <br />6773 <br />5.21 <br />8398.7 <br />226763.8 <br />1696311.1 <br />1.186 <br />6774 <br />6.44 <br />10386.6 <br />280438.1 <br />2097822.9 <br />1.277 <br />Principal Spillway <br />67751 <br />7.771 <br />12534.7 <br />338435.7, <br />2531674.5, <br />1.378 <br />Emergency Spillway <br />