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Mitigated Routing <br /> Gravel Trench Bed 1 <br /> Bottom Length: 90.00 ft. <br /> Bottom Width: 6.00 ft. <br /> Trench bottom slope 1: 0 To 1 <br /> Trench Left side slope 0: 0 To 1 <br /> Trench right side slope 2: 0 To 1 <br /> Material thickness of first layer: 3 <br /> Pour Space of material for first layer: 0.35 <br /> Material thickness of second layer: 0 <br /> Pour Space of material for second layer: 0 <br /> Material thickness of third layer: 0 <br /> Pour Space of material for third layer: 0 <br /> Infiltration On <br /> Infiltration rate: 0.63 <br /> Infiltration safety factor: 1 <br /> Total Volume Infiltrated (ac-ft.): 12.423 <br /> Total Volume Through Riser (ac-ft.): 0 <br /> Total Volume Through Facility (ac-ft.): 12.423 <br /> Percent Infiltrated: 100 <br /> Total Precip Applied to Facility: 0 <br /> Total Evap From Facility: 0 <br /> Discharge Structure <br /> Riser Height: 3 ft. <br /> Riser Diameter: 6 in. <br /> Element Flows To: <br /> Outlet 1 Outlet 2 <br /> Gravel Trench Bed Hydraulic Table <br /> Stage(feet) Area(ac.) Volume(ac-ft.) Discharge(cfs) Infilt(cfs). <br /> 0.0000 0.012 0.000 0.000 0.000 <br /> 0.0389 0.012 0.000 0.000 0.007 <br /> 0.0778 0.012 0.000 0.000 0.007 <br /> 0.1167 0.012 0.000 0.000 0.007 <br /> 0.1556 0.012 0.000 0.000 0.007 <br /> 0.1944 0.012 0.000 0.000 0.007 <br /> 0.2333 0.012 0.001 0.000 0.007 <br /> 0.2722 0.012 0.001 0.000 0.007 <br /> 0.3111 0.012 0.001 0.000 0.007 <br /> 0.3500 0.012 0.001 0.000 0.007 <br /> 0.3889 0.012 0.001 0.000 0.007 <br /> 0.4278 0.012 0.001 0.000 0.007 <br /> 0.4667 0.012 0.002 0.000 0.007 <br /> 0.5056 0.012 0.002 0.000 0.007 <br /> 0.5444 0.012 0.002 0.000 0.007 <br /> 0.5833 0.012 0.002 0.000 0.007 . <br /> 0.6222 0.012 0.002 0.000 0.007 <br /> 0.6611 0.012 0.002 0.000 0.007 <br /> 0.7000 0.012 0.003 0.000 0.007 <br /> 0.7389 0.012 0.003 0.000 0.007 <br /> 0.7778 0.012 0.003 0.000 0.007 <br /> 0.8167 0.012 0.003 0.000 0.007 <br /> 0.8556 0.012 0.003 0.000 0.007 <br /> 0.8944 0.012 0.003 0.000 0.007 <br /> Full Lot Imp Inf 12/4/2018 7:46:09 AM Page 6 <br />