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SEDCAD 4 for Windows <br />r--ht loop - ,)nm P -i. 1 Crh.•,nh <br />r <br />Structure Detail; <br />Structure #1 Silt Fence <br />Silt Fence Inputs: <br />Fence Flow Width along and Slope - _ Tieback- <br />ft) - -_ contour (ft) M distance (ft)- <br />5.0 30.0 2.5 2.00 125.a <br />Silt Fence Results: <br />*Sediment Storage. 0.00 ac -ft <br />*No sediment capacity defined <br />Peak Fence Stage: <br />0.99 ft <br />Peak Water Stage: <br />0.99 ft <br />Dewater Time: <br />0.50 days <br />Trap Efficiency: <br />82.28% <br />Dewater/ng time is calculated from peak stage to lowest spillway <br />Stage - Capacity- Discharge Table <br />Fence Stage <br />(ft) <br />Water Stage <br />(ft) <br />Area <br />(ac) <br />Capacity <br />(ac -ft) <br />Discharge <br />(cfs) <br />Dewater- <br />Time <br />(hrs) <br />0.00 <br />0.00 <br />0.000 <br />0.000 <br />0.000 <br />Top of Sediment <br />0.10 <br />0.10 <br />0.003 <br />0.000 <br />0.039 <br />8.45 <br />0.20 <br />0.20 <br />0.007 <br />0.001 <br />0.089 <br />2.35 <br />0.30 <br />0.30 <br />0.010 <br />0.001 <br />0.150 <br />0.40 <br />0.40 <br />0.40 <br />0.014 <br />0.003 <br />0.223 <br />0.20 <br />0.50 <br />0.50 <br />0.017 <br />0.004 <br />0.306 <br />0.10 <br />0.60 <br />0.60 <br />0.021 <br />0.006 <br />0.401 <br />0.15 <br />0.70 <br />0.70 <br />0.024 <br />0.008 <br />0.507 <br />0.10 <br />0.80 <br />0.80 <br />0.028 <br />0.011 <br />0.624 <br />0.10 <br />0.90 <br />0.90 <br />0.031 <br />0.014 <br />0.752 <br />0.10 <br />0.99 <br />0.99 <br />0.034 <br />0.017 <br />0.878 <br />0.04 Peak Stage <br />1.00 <br />1.00 <br />0.034 <br />0.017 <br />0.891 <br />1.10 <br />1.10 <br />0.038 <br />0.021 <br />1.042 <br />1.20 <br />1.20 <br />0.041 <br />0.025 <br />1.203 <br />1.30 <br />1.30 <br />0.045 <br />0.029 <br />1.376 <br />1.40 <br />1.40 <br />0.048 <br />0.034 <br />1.560 <br />1.50 <br />1.50 <br />0.052 <br />0.039 <br />1.755 <br />1.60 <br />1.60 <br />0.055 <br />0.044 <br />1.961 <br />1.70 <br />1.70 <br />0.059 <br />0.050 <br />2.178 <br />Filename: Post Reclamation.sc4 Printed 01 -25 -2012 <br />MR -107 Page EHX. 19(20) -15 01/25/12 <br />