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Mitigated Routing <br /> Gravel Trench Bed 1 <br /> Bottom Length: 23.00 ft. <br /> Bottom Width: 11.00 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: 2 <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: 0.8 <br /> Infiltration safety factor: 1 <br /> Total Volume Infiltrated (ac-ft.): 6.956 <br /> Total Volume Through Riser (ac-ft.): 0 <br /> Total Volume Through Facility (ac-ft.): 6.956 <br /> Percent Infiltrated: 100 <br /> Total Precip Applied to Facility: 0 <br /> Total.Evap From Facility: <br /> Discharge Structure <br /> Riser Height: 2.5 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) lnfi.lt(cfs) <br /> 0.0000 0.005 0.000 0.000 0.000 <br /> 0.0278 0.005 0.000 0.000 0.004 <br /> 0.0556 0.005 0.000 0.000 0.004 <br /> 0.0833 0.005 0.000 0.000 0.004 <br /> 0.1111 0.005 0.000 0.000 0.004 <br /> 0.1389 0.005 0.000 0.000 0.004 <br /> 0.1667 0.005 0.000 0.000 0.004 <br /> 0.1944 0.005 0.000 0.000 0.004 <br /> 0.2222 0.005 0.000 0.000 0.004 <br /> 0.2500 0.005 0.000 ..0.000 0.004 <br /> 0.2778 0.005 0.000 0.000 0.004 <br /> 0.3056 0.005 0.000 0.000 0.004 <br /> 0.3333 0.005 0.000 0.000 0.004 <br /> 0.3611 0.005 0.000 0.000 0.004 <br /> 0.3889 0.005 0.000 0.000 0.004 <br /> 0.4167 .0:005 ,0.000 .0.000 0.004 <br /> 0.4444 0.005 0.000 0.000 0.004 <br /> 0.4722 0.005 0.001 0.000 0.004 <br /> 0.5000 0.005 0.001 0.000 0.004 <br /> 0.5278 0.005 0.001 0.000 0.004 <br /> 0.5556 0.005 0.001 0.000 0.004 <br /> 0.5833 0.005 0.001 0.000 0.004 <br /> 0.6111 0.005 0.001 0.000 0.004 0.004 <br /> 0,6389 .0.005 0.001 <br /> infil 9/23/2019 4:01:33 PM Page 6 <br />