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SEDCAD 4 for Windows <br />7 <br />Structure Detai/,• <br />Structure #5 (Null) <br />HCD-4 <br />Structure #Z (Nu1/) <br />HCD-1 <br />Structure #3 (Culvert) <br />HCC-1 <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (ft) Slope (%) Manning's n Headwater ft Loss Ccef. <br />(ft) ( ) (Ke) <br />50.00 1.00 0.0240 1.65 0.00 0.90 <br />Culvert Results: <br />Design Discharge = 3.67 cfs <br />Minimum pipe diameter: 1 - 15 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 />*Sedimen[ Storage: 0.07 ac-ft <br />Dead Space: 20.00 <br />*Sediment capacity based on Average Annual R of11.0 for Z year(s) <br />Straight Pi 3~e <br />Barrel Barrel Entrance Tailwater <br /> Barrel Manning's Spillway <br />Diameter Length ~ Loss Depth <br /> Slope (°/a) n Elev I <br />(in) (ft) ~ Coefficient (ft) <br />12.00 13.23 1.50 0.0240 6,329.30 0.90 0.00 <br />Emeroencv Soillwa <br />Spillway Elev Crest Length Left Right Bottom <br />(ff) Sideslope Sideslope Width (ft) <br />6,330.10 16.00 3.00:1 3.00:1 4.10 <br />Filename: PondF-25YR A8.sc4 Printed 06-14-2005 <br />