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SEDCAD ~~ for Windows <br />Cmm~inn~ ~oow P~mnlo ~ G6uuF <br /> <br /> <br /> <br />Elevation <br />Emergency <br />S illwa cfs <br />P Y ( ) <br />Drop Inlet <br /> <br />(cfs) Combined <br />Total <br /> <br />Discharge <br />(ds) <br />7,525 .50 0.000 0 .000 0 .000 <br />7,526. 00 0.000 13 .773 13 .773 <br />7,526. 50 0.000 38 .956 38 .956 <br />7,527. 00 0.000 71 .566 71 .566 <br />7,527. 50 0.000 85 .570 85 .570 <br />7,527. 70 0.000 89. 750 89 .750 <br />7,527. 90 0.000 93 .735 93 .735 <br />7,528. 00 0.311 95 .670 95 .981 <br />7, 528 .50 1.865 104.801 106 .665 <br />7,529. 00 125.916 113. 198 239. 113 <br />7,529. 50 249.954 121. 014 370. 966 <br />7,530. 00 394.014 128. 354 522. 368 <br />Structure #3 Pond <br />Pond .t6 <br />Pond Inputs: <br />Initial Pool Elev: 7,460.30 <br />• Initial Pool: 6.90 ac-ft <br />Emergency Soillway <br />Spillway Elev Crest Length Left Right Bottom <br />(ft) Sideslope Sideslope Width (ft) <br />7,466.50 36.00 3.00:1 3.00:1 20.00 <br />Drop Inlet <br />Riser Riser Height Bamel Bamel Barrel Slope <br />' <br />Diameter (ft) Diameter Length (ft) (%) Manning <br />s n Spillway Elev <br />(in) (in) <br />24.00 2.50 24.00 lOD.00 9.00 0.0240 7,460.30 <br />Pond Results: <br />Peak Elevation: 7,467.43 <br />Dewater Time: 0.63 days <br />Dewatering time is ca/culated from peak stage to lowest spillway <br /> <br />Elevation-Capacity-Discharge Table <br />Filename: Pond 16a as-built 25 yr rev 1.sc4 Printed 03-02-2004 <br />