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<br />SEDCAD 4 for Windows <br />Ss <br /> <br /> <br />Elevation <br />(R) <br />Broad- <br /> <br />crested Weir <br />(tls) Combined <br />Total ~ <br /> <br />Discharge <br /> <br />(crs) <br />100 .00 0.000 0.000 <br />lBO .ol o.BOO o.ooo <br />ioo so o.ooo o.ooo <br />lol .ao o.ooo o.ooo <br />lol .so o.ooo o.ooo <br />loz .oo o.ooo o.ooo <br />lo2 .so o.ooo o.ooo <br />103 .00 0.000 0.000 <br />103 .50 0.000 0.000 <br />104 .00 0.000 0.000 <br />104 .50 0.000 0.000 <br />105 .00 21.828 21.828 <br />105.50 61.740 61.740 <br />106 .00 113.424 113.424 <br />106 .50 174.627 174.627 <br />107 .00 244.049 244.049 <br /> <br />structure #fPOnd1 <br />West Taylor Sediment Pond <br />Pond Inputs: <br />Initial Pool Elev: 7,460.00 R' <br />Initial Pool: 1.56 ac-R' <br />*Sediment Storage: 0.21 ac-R' <br />Dead Space: 0.00 % I <br />*Sediment capacity based on Average Annual R of 10.0 for 1 year(s) <br />Emeraencv Soi!!wa <br />Spillway Elev Crest Length Left Righ[ Bottom <br />(R) Sideslope Sideslope Wrath (R) <br />7,476.00 45.00 2.00:1 2.00:1 30.00 <br />Perforated Riser <br />Riser <br />Riser Height Barrel <br />Barrel <br />Barrel Slope <br />Spillway Elev <br />' Number of I <br />Diameter (R) Diameter Length (RJ (%) Manning <br />s n (R) Holes per I <br />(in) (in) Elev <br />18.00 12.00 16.00 140.00 1.50 0.0150 7,471.00 2 <br />Pond Results: <br />Peak Elevadon: 7,471.51 R <br />H'graph Detention Time: 5.21 hrs <br />Filename: W7 Ten24 031607.sc4 <br />Exh. 7-20C-23 <br />Printed 03-i6-2007 <br />Revision Date: 3119/07 <br />Revision No.: PR-02 <br />