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peak velocity was below the limiting velocity of 5.0 fps. Below is a summary of the input factors and <br />the results determined by the computer program. <br />Channel Factor <br />Channel BB -BB <br />Q <br />4.49 cfs <br />Z (side slopes) <br />3:1 <br />Shape <br />Trapezoidal <br />n <br />0.030 <br />Limiting Velocity <br />5.0 fps <br />Slope <br />0.0267 ft/ft <br />Results <br />Normal Depth (dn) 0.26 ft <br />Flow velocity 4.41 fps <br />Channel width 4 ft <br />Based on the above results, the reclaimed drainage channel will be generally flat bottomed with a <br />minimal width of 4 feet. <br />The reclaimed drainage channel will be topsoiled and revegetated according to Section 2.05.4(2)(d) <br />and (e). <br />(Revised July 2006) Attachment 2.05.4(2)(c) -2 -3 <br />