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II <br /> I 0.617 0.000 0.000 0.000 0.000 <br /> 0.625 0.000 0.000 0.000 0.000 <br /> 0.633 0.000 0.000 0.000 0.000 <br /> 0.642 0.000 0.000 0.000 0.000 <br /> II 0.650 0.000 0.000 0.000 0.000 <br /> 0.658 0.000 0.000 0.000 0.000 <br /> 0.667 0.000 0.000 0.000 0.000 <br /> 0.675 0.000 0.000 0.000 0.000 <br /> II 0.683 0.000 0.000 0.000 0.000 <br /> 0.692 0.000 0.000 0.000 0.000 <br /> 0.700 0.000 0.000 0.000 0.000 <br /> 0.708 0.000 0.000 0.062 0.000 <br /> II 0.717. 0.000 0.000 0.175 0.000 <br /> 0.725 0.000 0.000 0.321 0.000 <br /> 0.733 0.000 0.000 0.494 0.000 <br /> 0.742 0.000 0.000 0.690 0.000 <br /> II 0.750 0.000 0.000 <br /> 0.000 0.907 0.000 <br /> 0.758 0.000 1.143 0.000 <br /> 1 Element Flows To: <br /> Surface Interflow Groundwater <br /> IIName Filterra 3 Basin <br /> Bypass: No <br /> IIGroundWater: No <br /> Pervious Land Use Acres <br /> Impervious Land Use Acres <br /> ROADS FLAT 0.11 <br /> 1 <br /> Element Flows To: <br /> II Surface Interflow Groundwater <br /> Filterra 3, <br /> II Name Filterra 3 <br /> Bottom Length: 4ft. <br /> II Bottom Width : 4ft. <br /> Depth : 0.75ft. <br /> Side slope 1: 0.01 To 1 <br /> Side slope 2: 0.01 To 1 <br /> I <br /> Side slope 3: 0.01 To 1 <br /> Side slope 4: 0.01 To 1 <br /> Filtration On <br /> Hydraulic conductivity : 35.46 <br /> II Depth of filter medium : 1.8 <br /> Discharge Structure <br /> Riser Height: 0.7 ft. <br /> 1 <br /> 1 <br />