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SEDCAD 4 for Windows <br />V <br />Structure Detail: <br />Structure #3 (Null <br />Overland, East side of stockpile <br />Structure #1 (Null <br />Overland, West side of stockpile <br />Structure #2 (Pond, <br />Small impoundment <br />Pond Inputs: <br />Pond Results: <br />Initial Pool Elev: 100.00 ft <br />Initial Pool: 2.01 ac -ft <br />Emergency Spillway <br />Spillway Elev Crest Length Left Right Bottom <br />(ft) Sideslope Sideslope Width (ft) <br />100.00 20.00 2.00:1 2.00:1 20.00 <br />Peak Elevation: 100.38 ft <br />Dewater Time: 0.51 days <br />Dewatering time is calculated from peak stage to lowest spillway <br />Elevation -Capacity -Discharge Table <br />Elevation <br />Area <br />(ac) <br />Capacity <br />(ac -ft) <br />Discharge Dewater <br />Time <br />(cfs) (hrs) <br />90.00 <br />0.100 <br />0.000 <br />0.000 <br />91.00 <br />0.117 <br />0.108 <br />0.000 <br />92.00 <br />0.135 <br />0.234 <br />0.000 <br />93.00 <br />0.147 <br />0.375 <br />0.000 <br />94.00 <br />0.160 <br />0.529 <br />0.000 <br />95.00 <br />0.190 <br />0.703 <br />0.000 <br />96.00 <br />0.222 <br />0.909 <br />0.000 <br />97.00 <br />0.247 <br />1.143 <br />0.000 <br />98.00 <br />0.273 <br />1.403 <br />0.000 <br />99.00 <br />0.301 <br />1.690 <br />0.000 <br />100.00 <br />0.330 <br />2.005 <br />0.000 Spillway #1 <br />Filename PR04 CollomRingDitch 1024 sc4 Printed 03-13-2015 <br />Exh. 7-23E-7 Revision Date: 03/13/2015 <br />Revision No.: PR -04 <br />