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SEDCAD 4 for Windows <br />Structure Detail; <br />Structure #6 (Null) <br />pit pump <br />Structure #3 (Vegetated Channel) <br />Pasture Grassland Range (good) <br />Trapezoidal Vegetated Channel Inputs: <br />Material: Grass mixture <br />Freeboard <br />Stability <br />Left <br />Bottom <br />Right Freeboard Freeboard <br />Reta <br />Limiting <br />Velocity <br />Sideslope <br />Width (ft) <br />Sideslope Slope ( %) asses Mult x <br />Classes Depth (ft) % of Depth. <br />(fps) <br />Ratio <br />Ratio (VxD) <br />20.00 10.0:1 <br />10.0:1 4.1 D, B 1.00 <br />5.0 <br />Vegetated Channel Results: <br />Structure #2 Negetated Channel) <br />Herbaceous mixture (good) <br />Trapezoidal Vegetated Channel Inputs: <br />Material: Grass mixture <br />Freeboard <br />Stability <br />Stability <br />Capacity <br />Capacity <br />Sideslope <br />Width (ft) <br />Class D w/o <br />Class D w/ <br />Class B w/o <br />Class B w/ <br />Freeboard <br />Freeboard <br />Freeboard <br />Freeboard <br />Design Discharge: <br />66.52 cis <br />66.52 cfs <br />Depth: <br />0.62 ft <br />1.62 ft <br />1.02 ft <br />2.02 ft <br />Top Width: <br />32.48 ft <br />52.48 ft <br />40.42 ft <br />60.42 ft <br />Velocity: <br />4.06 fps <br />2.16 fps <br />X- Section Area: <br />16.37 sq ft <br />30.84 sq ft <br />Hydraulic Radius: <br />0.503 ft <br />0.761 ft <br />Froude Number: <br />1.01 <br />0.44 <br />Roughness <br />0.0469 <br />0.1165 <br />Coefficient: <br />Structure #2 Negetated Channel) <br />Herbaceous mixture (good) <br />Trapezoidal Vegetated Channel Inputs: <br />Material: Grass mixture <br />Freeboard <br />Left <br />Bottom <br />Right Freeboard Freeboard <br />Reta <br />Umiting <br />Velocity <br />Sideslope <br />Width (ft) <br />Sideslope Slope (%) asses Mult x <br />Classes Depth (ft) %of Depth <br />(fps) <br />Ratio <br />Ratio (VxD) <br />20.00 10.0:1 <br />10.0:1 4.1 D, B 1.00 <br />5.0 <br />Vegetated Channel Results: <br />Filename: 011POND 10YR post mine Iday pump 15sept09.sc4 <br />Printed 09-16 -2009 <br />REVISED AUGUST 2009 Attachment 2.05.3(3) -14 -18 <br />