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Table 2.05.3(4) -8 -2 <br />Note: Each ditch has been designed using SEDCAD. The SEDCAD reports are attached. <br />APPENDIX 2.05.3(4) -9 PAGE - 4 - September 2014 (TR -06) <br />Runoff <br />Ditch Values <br />Values <br />Peak <br />Flow <br />Velocity <br />Lining <br />Total <br />Geometry <br />Flow (cfs) <br />Depth (ft) <br />(fps) <br />Depth (ft) <br />Haul Road <br />36.83 <br />1.61 <br />3.9 <br />Vegetated <br />2.61 <br />Trapezoidal <br />North Ditch <br />(3H:1 V), 6 ft <br />bottom <br />Haul Road <br />9.56 <br />0.60 <br />5.0 <br />Alluvial silts <br />1.60 <br />Trapezoidal <br />South Ditch <br />collodial <br />(2H:1 V), 3 ft <br />bottom <br />Note: Each ditch has been designed using SEDCAD. The SEDCAD reports are attached. <br />APPENDIX 2.05.3(4) -9 PAGE - 4 - September 2014 (TR -06) <br />