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EMERGENCY SPILLWAY <br />INVERT ELEV. <br />WIDTH = 15' WIDE. <br />SEDIMENT POND 012A PLAN VIEW <br />SCALE <br />50 0 50' 100 <br />CONTOUR INTERVAL 2 Ff. <br />ANTI- VORTEX <br />BAFFLE PLATE <br />STEEL ROD <br />TRASH RACK <br />j PRINCIPAL SPILLWAY CMP <br />,RISER WITH TRASH SCR N <br />ELEV. 7344.6 <br />f % <br />BOTTOM OF POND <br />ELEV. 7333.8 <br />PRINCIPAL SPILLWAY <br />INVERT ELEV. 7344.6 <br />24" CMP <br />62" LONG <br />CORRUGATED METAL PIPE RISER WITH <br />90 DEGREE ELBOW WELDED TO IT. <br />� 24" CMP <br />TYPICAL TRASH RACK DETAIL <br />PRINCIPAL SPILLWAY <br />NOT TO SCALE <br />SEDIMENT POND 012A STAGE STORAGE <br />II TOTAL <br />E <br />ELEV. STAGE AREA iCAPACITY <br />(ft) (ft) (acres) (acre ft ) <br />A <br />z 7375 <br />w 7350 <br />TOP OF EMBANKMENT <br />ELEV. 7349.2 <br />WIDTH = 15' WIDE <br />7325 L <br />0 +00 <br />1 +06 <br />TOP OF EMBANKMENT <br />ELEV. 7349.2 PRINCIPAL SPILLWAY 24' CMP <br />WIDTH 15' WIDE RISER WITH TRASH SCREEN <br />B I ELEV. 73446 <br />z 7375 <br />2 +00 <br />w 7350 _ , I BOTTOM IF POND ELEV. 73338 <br />7325 L <br />0+00 <br />1 +00 <br />2 +00 <br />3 +00 <br />3 +00 <br />A' m <br />7375 <br />_ z <br />7350 z + <br />B' <br />7375 <br />z <br />7350 <br />4 +00 <br />SEDIMENT POND 012A CROSS - SECTIONS <br />HORIZONTAL SCALE <br />0 50' 100' <br />VERTICAL SCALE <br />0 50' 100' <br />PROFESSIONAL ENGINEERS STATEMENT <br />l state that this map was prepared <br />under my supervision and a// the <br />information presented hereon is true <br />and correct to the best of my <br />knowledge and information. <br />°Z`" -t1" (d r,, j', = 7✓i' ice (ale. <br />Dote Curtis A4 Belden, CO P.E. 17274 <br />J 7325 <br />4 +00 <br />7325 <br />e'D <br />YES 9 � `I_C16 a <br />bon, <br />�ysw ° an d Safety <br />�fd�nn <br />7333.81 <br />0.0 <br />0.00 ; <br />0.00 <br />7334.(;+, <br />0.0 <br />0.00 <br />0.00 <br />7336.0 <br />2.0 <br />0..44; <br />0.44 <br />7338.0 <br />= <br />4.0 <br />0.56; <br />1.44 <br />7340.0 <br />6.0 <br />0. 66' 2 .66 <br />7342.0 <br />8.0 <br />0.77 <br />4.09 <br />7344.0 <br />10.0 <br />0.88 ` <br />5.74 <br />7344.6 <br />10.6 <br />0.92 <br />6.28 <br />7345.7 <br />11.7 <br />0.99 <br />7.33 <br />7346.0 <br />12.0 <br />1.01 <br />7.63 <br />7348.01 <br />14.0 <br />1.14 <br />9.78 <br />7349.2 <br />15.2 <br />1.24 <br />11.21 <br />A <br />z 7375 <br />w 7350 <br />TOP OF EMBANKMENT <br />ELEV. 7349.2 <br />WIDTH = 15' WIDE <br />7325 L <br />0 +00 <br />1 +06 <br />TOP OF EMBANKMENT <br />ELEV. 7349.2 PRINCIPAL SPILLWAY 24' CMP <br />WIDTH 15' WIDE RISER WITH TRASH SCREEN <br />B I ELEV. 73446 <br />z 7375 <br />2 +00 <br />w 7350 _ , I BOTTOM IF POND ELEV. 73338 <br />7325 L <br />0+00 <br />1 +00 <br />2 +00 <br />3 +00 <br />3 +00 <br />A' m <br />7375 <br />_ z <br />7350 z + <br />B' <br />7375 <br />z <br />7350 <br />4 +00 <br />SEDIMENT POND 012A CROSS - SECTIONS <br />HORIZONTAL SCALE <br />0 50' 100' <br />VERTICAL SCALE <br />0 50' 100' <br />PROFESSIONAL ENGINEERS STATEMENT <br />l state that this map was prepared <br />under my supervision and a// the <br />information presented hereon is true <br />and correct to the best of my <br />knowledge and information. <br />°Z`" -t1" (d r,, j', = 7✓i' ice (ale. <br />Dote Curtis A4 Belden, CO P.E. 17274 <br />J 7325 <br />4 +00 <br />7325 <br />e'D <br />YES 9 � `I_C16 a <br />bon, <br />�ysw ° an d Safety <br />�fd�nn <br />