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Mitigated Routing <br /> Gravel Trench Bed 1 <br /> Bottom Length: 25.00 ft. <br /> Bottom Width: 22.00 ft. <br /> Trench bottom slope 1: 0 To 1 <br /> Trench Left side slope 0: 0.01 To 1 <br /> Trench right side slope 2: 0.01 To 1 <br /> Material thickness of first layer: 6 <br /> Pour Space of material for first layer: 0.4 <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: 5 <br /> Infiltration safety factor: 1 <br /> Wetted surface area On <br /> Total Volume Infiltrated (ac-ft.): 128.067 <br /> Total Volume Through Riser (ac-ft.): 0.338 <br /> Total Volume Through Facility (ac-ft.): 128.405 <br /> Percent Infiltrated: 99.74 <br /> Total Precip Applied to Facility: 0 <br /> Total Evap From Facility: 0 <br /> Discharge Structure <br /> Riser Height: 5 ft. <br /> Riser Diameter: 10 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 /> 0.0667 0.012 0.000 0.000 0.063 <br /> 0.1333 0.012 0.000 0.000 0.063 <br /> 0.2000 0.012 0.001 0.000 0.063 <br /> 0.2667 0.012 0.001 0.000 0.063 <br /> 0.3333 0.012 0.001 0.000 0.063 <br /> 0.4000 0.012 0.002 0.000 0.063 <br /> 0.4667 0.012 0.002 0.000 0.063 <br /> 0.5333 0.012 0.002 0.000 0.063 <br /> 0.6000 0.012 0.003 0.000 0.063 <br /> 0.6667 0.012 0.003 0.000 0.063 <br /> 0.7333 0.012 0.003 0.000 0.063 <br /> 0.8000 0.012 0.004 0.000 0.063 <br /> 0.8667 0.012 0.004 0.000 0.063 <br /> 0.9333 0.012 0.004 0.000 0.063 <br /> 1.0000 0.012 0.005 0.000 0.063 <br /> 1.0667 0.012 0.005 0.000 0.063 <br /> 1.1333 0.012 0.005 0.000 0.063 <br /> 1.2000 0.012 0.006 0.000 0.063 <br /> 1.2667 0.012 0.006 0.000 0.063 <br /> 1.3333 0.012 0.006 0.000 0.063 <br /> 1.4000 0.012 0.007 0.000 0.063 <br /> 1.4667 0.012 0.007 0.000 0.063 <br /> rock-filled-infiltration 5/14/2020 1:22:01 PM Page 6 <br />