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:®C,~D 4.0 <br />inhf tOOA Domnl~ I Ghwah <br />Bottom <br />.Width (ft) <br />3.00 <br />YPM-19: Slope 33.5% <br />Material: Riprap <br />Trapezoidal Channel <br />Freeboard <br />Left ~9ht Freeboard Freeboard Molt. x <br />Sidesiope Sideslope Slope (%) Depth (ft) % of Depth (VxD) <br />Ratio Ratio <br />3.0:1 33.5 0.30 <br />3.0:1 <br />1 <br /> <br />• <br />FADER Method unable to calculate rock riprap size for peak flow = 1.0 cfs and design geometry, <br />consequently, 2.0 cfs used for design. <br />1CAD Utility Run <br />13-12.3-60D <br />TR-~G <br />Printed 02-26-2006 <br />Revised 08/07 <br />FADER Method -Steep Slope Design <br />