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Mitigated Routing <br /> Gravel Trench Bed 1 <br /> Bottom Length: 10.00 ft. <br /> Bottom Width: 25.00 ft. <br /> Trench bottom slope 1: 0.001 To 1 <br /> Trench Left side slope 0: 0.0001 To 1 <br /> Trench right side slope 2: 0.0001 To 1 <br /> Material thickness of first layer: 2 <br /> Pour Space of material for first layer: 0.33 <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.): 13.052 <br /> Total Volume Through Riser(ac-ft.): 0 <br /> Total Volume Through Facility (ac-ft.): 13.052 <br /> Percent Infiltrated: 100 <br /> Total Precip Applied to Facility: 0 <br /> Total Evap From Facility: 0 <br /> Discharge Structure <br /> Riser Height: 1.9 ft. <br /> Riser Diameter: 12 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 0.005 0.000 0.000 0.000 <br /> 0.0222 0.005 0.000 0.000 0.028 <br /> 0.0444 0.005 0.000 0.000 0.028 <br /> 0.0667 0.005 0.000 0.000 0.028 <br /> 0.0889 0.005 0.000 0.000 0.028 <br /> 0.1111 0.005 0.000 0.000 0.028 <br /> 0.1333 0.005 0.000 0.000 0.028 <br /> 0.1556 0.005 0.000 0.000 0.028 <br /> 0.1778 0.005 0.000 0.000 0.028 <br /> 0.2000 0.005 0.000 0.000 0.028 <br /> 0.2222 0.005 0.000 0.000 0.028 <br /> 0.2444 0.005 0.000 0.000 0.028 <br /> 0.2667 0.005 0.000 0.000 0.028 <br /> 0.2889 0.005 0.000 0.000 0.028 <br /> 0.3111 0.005 0.000 0.000 0.028 <br /> 0.3333 0.005 0.000 0.000 0.028 <br /> 0.3556 0.005 0.000 0.000 0.028 <br /> 0.3778 0.005 0.000 0.000 0.028 <br /> 0.4000 0.005 0.000 0.000 0.028 <br /> 0.4222 0.005 0.000 0.000 0.028 <br /> 0.4444 0.005 0.000 0.000 0.028 <br /> 0.4667 0.005 0.000 0.000 0.028 <br /> 0.4889 0.005 0.000 0.000 0.028 <br /> 17-03-17-DUPLEX CALCULATIONS-170326 3/17/2017 1:15:58 PM Page 6 <br />