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SEDCAD 4.0 <br />(:nnvrinhf �O°A_�fV17 O�mwlo 1 CM—K <br />• Refuse Disposal <br />Area - <br />Ditch RDA -4a, 1.5% <br />Slope <br />Mult x <br />Depth . <br />Velocity <br />Ratio Ratio <br />(Temporary <br />Diversion <br />for Initial Fill Sequencing) <br />0.30 <br />Material: Graded loam to cobbles when noncolloidal <br />Trapezoidal Channel <br />Bottom Left Right <br />Freeboard Freeboard Freeboard <br />Limiting <br />Sideslope Sideslope Slope ( %) Manning 's n <br />Width (ft) <br />Mult x <br />Depth . <br />Velocity <br />Ratio Ratio <br />Depth (ft) % of <br />(VxD) <br />(fps) <br />10.00 3.0:1 3.0:1 1.5 0.0300 <br />0.30 <br />5.0 <br />• <br />SEDCAD Utility Run Printed 09 -28 -2009 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />19.20 cfs <br />Depth: <br />0.49 ft 0.79 ft <br />Top Width: <br />12.92 ft 14.72 ft <br />Velocity: <br />3.45 fps <br />X- Section Area: <br />5.57 sq ft <br />Hydraulic Radius: <br />0.426 ft <br />Froude Number: <br />0.92 <br />• <br />SEDCAD Utility Run Printed 09 -28 -2009 <br />