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SEDCAD 4 for Windows <br />(`nn.,rin hT loop _9r)lr) D -1c I Crhv.—h <br />15 <br />Structure #28 (Pond <br />Stockpond 2 <br />Pond Inputs: <br />Pond Results: <br />Elevation <br />(ft) <br />Emergency <br />Spillway (cfs) <br />Combined <br />Total <br />Discharge <br />(cfs) <br />101.50 <br />99.605 <br />99.605 <br />102.00 <br />167.398 <br />167.398 <br />102.50 <br />249.224 <br />249.224 <br />103.00 <br />344.812 <br />344.812 <br />103.50 <br />454.107 <br />454.107 <br />104.00 <br />577.178 <br />577.178 <br />104.50 <br />714.166 <br />714.166 <br />105.00 <br />865.254 <br />865.254 <br />105.50 <br />1,030.657 <br />1,030.657 <br />106.00 <br />1,210.609 <br />1,210.609 <br />106.50 <br />1,405.355 <br />1,405.355 <br />107.00 <br />1,615.149 <br />1,615.149 <br />107.50 <br />1,840.252 <br />1,840.252 <br />108.00 <br />2,080.924 <br />2,080.924 <br />Initial Pool Elev: 92.00 ft <br />Initial Pool: 0.17 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: 101.78 ft <br />Dewater Time: 1.08 days <br />Dewatering time is calculated from peak stage to lowest spillway <br />Elevation -Capacity -Discharge Table <br />Filename: TR105 Streeter Ditch 10024 090215 4ponds.sc4 Printed 09-02-2015 <br />Exh. 7-14E-21 Revision Date: 09/01/2015 <br />Revision No.: TR -105 <br />Area <br />Capacity <br />Discharge Dewater <br />Elevation <br />Time <br />(ac) <br />(ac -ft) <br />(cfs) <br />(hrs) <br />90.00 <br />0.050 <br />0.000 <br />0.000 <br />90.05 <br />0.050 <br />0.003 <br />0.000 <br />90.50 <br />0.064 <br />0.028 <br />0.000 <br />Filename: TR105 Streeter Ditch 10024 090215 4ponds.sc4 Printed 09-02-2015 <br />Exh. 7-14E-21 Revision Date: 09/01/2015 <br />Revision No.: TR -105 <br />