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SEDCAD 4 for Windows <br />~~„m-ti„oaa ,~~~ Dame,, , ~~~,.,e. <br />1s <br /> <br /> <br />Elevatlon <br />(ft) <br />Broad- <br /> <br />crested Wefr <br />(~s) Combined <br />Total <br /> <br />Discharge <br /> <br />(cfs) <br />102.00 0.000 O.DOO <br />lozso o.ooo o.ooo I <br />103.00 0.000 0.0001 <br />103.50 0.000 0.000 <br />104,00 0.000 0.000 <br />104,50 0.000 0.0001 <br />105.00 21.828 21.8261 <br />105.50 61.740 61.7401 <br />106.00 113.424 113.4241 <br />106.50 174.627 174.6271 <br />107.00 244,049 244.0491 <br />Structure #9 (Pond, <br />lNest Taylor Sediment Pond <br />Pond Inputs: <br />initial Pool Elev: 7,468.00 ft <br />Initial Pool: 1.76 ac-ft <br />Emergency Soilly/ay <br />Spillway Elev Crest Length Left Right Bottom <br />(R) Bldeslope Sideslope Width (R) <br />7,476.00 95.00 2.00:1 2.00:1 30.00 <br />Perforated Riser <br />Riser <br />Riser Height Barre! <br />Barrel <br />Barren Slope <br />Spillway Elev <br />' Number of <br />Diameter <br />(R) Diameter <br />Length (R) <br />(/o) Manning <br />s n <br />(R) Holes per <br />(in) (in) Elev i <br />16.00 12.00 18.00 140.00 1.50 0.0150 7,471.00 2 <br />Pond Results: <br />Peak Elevatlon: 7,476.48 ft <br />Dewater Time: 1.37 days <br />Dewatering time is calculated from peak stage to lowest spit/way <br />Elevation-Capacitk Discharge Table <br />• ~ <br />i <br />CJ <br />Filename: WT HUndretl24031607.sc4 Printetl 03-t6-2007 . <br />Exh. 7-20C-50 Revision Date: 3/19/07 <br />Revision No.: PR-02 <br />