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SEDCAD 4 for Windows <br />c,....,.L.e~ mow o~,sio i tr~..,~n <br />8 <br />w/o Freeboard w/ Freeboard <br />Fronde Number: 1.25 <br />Structure #3 (Cu/vent) <br />HCC-1 <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (R) Slope (%) Manning's n Headwater Loss Coef. <br />(R) (R) (Ke) <br />50.00 1.00 0.0240 1.65 0.00 0.90 <br />Culvert Results: <br />Design Discharge = 2.63 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: 6,329.20 <br />Initial Pool: 0.11 ac-R <br />*Sediment Storage: 0.13 ac-R <br />Deatl Space: 20.00 <br />*Sediment capacity based on Average Annua/ R of11.0 for Z year(s) <br />Strayht Pipe <br />Barrel Barrel Ent2nce Tailwater <br /> Barrel Manning's Spillway <br />Diameter Leng[h Loss Depth <br /> Slope (%) n Elev <br />(in) (R) Coefficient (ft) <br />12.00 13.10 2.10 0.0240 6,329.34 0.90 0.00 <br />Emergency Soillwa <br />Spillway Elev Crest Length Left Right Bottom <br />(ft) Sideslope Sideslope Width (R) <br />6,329.95 16.00 3.00:1 3.00:1 4.10 <br />Drop Inlet <br />Filename: Pond3-10YR.sc4 Printed 02-16-2005 <br />