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SEDCAD 4 for Windows <br />r`n ,rr hl 1ooA-9(Nn v-i. I Crh.emh <br />Structure Detail; <br />Structure r (Sill. T-ence ) <br />Slit Fence for outfall 003 <br />Silt Fence Inputs: <br />Fence Flow Width alongn Tie -back <br />Rate (gpm/sq contour (ft) Height (ft) Land Slope (/o) distance (ft) <br />ft) <br />10.0 14.0 2.5 2.00 15.0 <br />*Sediment Storage: 0.00 ac -ft <br />*No sediment capacity defined <br />Silt Fence Results: <br />Dewatering time is calculated from peak stage to lowest spillway <br />Stage -Capacity -Discharge Table <br />Fence Stage <br />Peak Fence Stage: <br />0.22 ft <br />Capacity <br />Discharge Dewater <br />Peak Water Stage: <br />0.22 ft <br />Dewater Time: <br />0.06 days <br />(ft) <br />(ac) <br />Trap Efficiency: <br />48.80% <br />Dewatering time is calculated from peak stage to lowest spillway <br />Stage -Capacity -Discharge Table <br />Fence Stage <br />Water Stage <br />Area <br />Capacity <br />Discharge Dewater <br />Time <br />(ft) <br />(ft) <br />(ac) <br />(ac -ft) <br />(cfs) <br />(hrs) <br />0.00 <br />0.00 <br />0.000 <br />0.000 <br />0.000 Top of Sediment <br />0.10 <br />0.10 <br />0.002 <br />0.000 <br />0.042 1.40 <br />0.20 <br />0.20 <br />0.003 <br />0.000 <br />0.107 <br />0.22 <br />0.22 <br />0.004 <br />0.000 <br />0.122 0.01 Peak Stage <br />0.30 <br />0.30 <br />0.005 <br />0.001 <br />0.194 <br />Filename: 00 -Outfall 003 Silt Fence Design-Operational.sc4 <br />TR -17 M-2(vii) <br />1 <br />Printed 10-20-2015 <br />10/15 <br />