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. SEDCAD 4 for Windows <br />r rooa ?nm o~..,vi= i c,.n~.,~n <br />13 <br /> Combined <br /> <br />Elevation Broad- I <br />Total <br />(ft) crested Weir Dischar a I' <br />g <br /> (cfs) <br /> (ds) <br />1D3.sD D.ooo o.ooo, <br />104.00 0.000 O,000i <br />104.50 0.000 0,0001 <br />105.00 0.000 O,OOD~ <br />105.50 0.000 0.0001 <br />106.00 32.743 32.743 <br />Structure #6 (Pond) <br />Stockpond WT-1 <br />Pond Inputs: <br />Initial Pool Elev: 101.00 ft <br />Initial Pool; 0.08 ac-ft <br />Broad-crested Weir <br />Weir Width Spillway Elev <br />(ft) (ft) <br />20.00 104.50 <br /> <br />Pond Results: <br />Peak Elevation: 106.79 ft <br />Dewater Time: 0.14 days <br />Dewate~ing Gme is ca/cu/ated from peak stage to lowest spit/way <br />Elevation-Capacity-Discharge Table <br /> <br />Elevation Area <br /> <br />(ac) Capacity <br /> <br />(ac-ft) Discharge <br /> <br />(tts) Dewater <br />Time <br />(hrs) <br />100.00 0.050 0.000 0,000 <br />lOD.01 0.070 O.OD1 O.ODD <br />100.50 0.078 0.037 0.000 <br />101.00 0.087 0.078 0.000 <br />101.50 0,096 0.124 0.000 <br />102.00 0,105 0.174 0.000 <br />102.50 0.115 0.229 0.000 <br />103.00 0.126 0.289 0.000 <br />103.50 0.137 0.355 0.000 <br />109.00 0,148 0.426 0.000 <br />104.50 0.160 0.503 0.000 Spillway #1 <br />105.00 0.170 0.586 21.828 2.95 <br />Filename: WT HaIfPMF 031607.sc4 <br />Etch. 7-20C-71 <br />Printed 03-16-2007 <br />Revision Date: 3/19/07 <br />Revision No.: PR-02 <br />