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SEDCAD 4 for Windows <br />Structure Detai/•- <br />Structure #5 (Null1 <br />HCD-4 <br />Structure #2 (Nu1~ <br />HCD-1 <br />Structure #3 (Culven`~ <br />HCC-1 <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (ft) Slope (%) Manning's n Headwater ft Loss Coef. <br />(ft) ( ) (Ke) <br />50.00 1.00 0.0240 1.65 0.00 0.90 <br />Culvert Results: <br />Design Discharge = 2.60 cfs <br />Minimum pipe diameter: 1 - 12 inch pipe(s) required <br />Structure #4 (Pond) <br />SEDIMENT POND F <br />Pond Inputs: <br />Initial Pool Elev: 6,329.10 <br />Initial Pool: 0.17 ac-ft <br />*Sediment Storage: 0.07 ac-ft <br />Dead Space: 20.00 <br />*Sediment capacity based on Average Annua/ R of 22.0 for 2 year(s) <br />Straioht Pioe <br />Barrel Barrel Entrance Tailwater <br /> Barrel Manning's Spillway <br />Diameter Length Loss Depth <br /> Slope (%) n Elev <br />(in) (f[) ~ Coefficient (ft) <br />12.00 13.23 1.50 ~ 0.0240 6,329.30 0.90 0.00 <br />Emer4encv S~illwa <br />Spillway Elev Crest Length Left Right Bottom <br />(ft) Sideslope Sideslope Width (ft) <br />6,330.10 16.00 3.00:1 3.00:1 4.10 <br />Filename: PondF-7OYR_AB.sc4 <br />7 <br />Printed 06-14-2005 <br />