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SEDCAD 4 for Windows <br />r....,,.:.n~ioon-arm os..,ois i c.n~..~n <br />22 <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 463.41 6s <br />Depth: 0.00 R <br />Top Width: 0.00 ft <br />Velocity: 0.00 fps <br />X-Section Area: 0.00 sq R <br />Hydraulic Radius: 0.000 R <br />Froude Number: 0.00 <br />Manning's n: 0.0000 <br />Dmin: 0.00 in <br />D60: 0.00 in <br />Dmax: 0.00 in <br />Structure #Z6 (Nu!! <br />SEC. Z8 NULL 6 <br />Structure #27 (Pond) <br />SEC. 28 POND <br />Pond Inputs: <br />Initial Pool Elev: 7,066.00 R <br />L Initial Pool: 2.46 ac-ft <br />Perforated Riser <br />Riser <br />Riser Heigh[ Barrel <br />Barrel <br />Barrel Slope <br />Spillway Elev <br />' Number of <br />Diameter <br />(R) Diameter <br />Length (ft) <br />(Mo) s n <br />Manning <br />(R) Holes per <br />(in) (in) Elev <br />18.00 16.00 18.00 150.00 2.00 0.0150 7,071.00 2 <br />Emeroencv Soillwa <br />Spillway Elev Crest Length LeR Right Bottom <br />(R) Sideslope 6ideslape Widlh (ft) <br />7,077.00 30.00 2.00:1 2.00:1 30.00 <br />Pond Results: <br />Peak Elevation: 7,079.24 R <br />Dewater Tme: 1,68 days <br />Dewatering time is calcu/ated from peak stage to lowest spillway <br />Elevation-Capacity-Discharge Table <br />Filename: STSec28PMP.010807sc4 Panted 01-08-2007 <br />Exh. 7-20A-98 Revision Date: 1/05/07 <br />Revison No.: PR-02 <br /> <br />• <br />