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I <br />I• <br />Subbasin Total Total <br />ID Rainfall Runon <br />in in <br />DWDA 4.200 0.000 <br />DWDA Diversion 1 4.200 0.000 <br />DWDA Diversion 2 4.200 0.000 <br />DWDA Diversion 3 4.200 0.000 <br />System 4.200 0.000 <br />Subbasin Washoff Summary <br />------------------------------ <br />Subbasin TSS <br />ID lbs <br />------------------------------ <br />DWDA 1164.543 <br />DWDA Diversion 1 1007.638 <br />DWDA Diversion 2 3057.491 <br />DWDA Diversion 3 1326.502 <br />System 6556.175 <br />Node Depth Summary <br />Total <br />Total <br />Total <br />Peak <br />Runoff <br />Time of <br />Evap. <br />Infil. <br />Runoff <br />Runoff <br />Coefficient <br />Concentration <br />in <br />in <br />in <br />cfs <br />days <br />hh:mm:ss <br />----------------------------------------------------------------- <br />0.000 <br />0.000 <br />4.196 <br />12.76 <br />0.999 <br />0 <br />01:18:40 <br />0.000 <br />1.314 <br />2.778 <br />19.96 <br />0.662 <br />0 <br />00:37:35 <br />0.000 <br />1.682 <br />2.397 <br />18.00 <br />0.571 <br />0 <br />02:19:07 <br />0.000 <br />1.662 <br />2.455 <br />16.83 <br />0.584 <br />0 <br />01:08:29 <br />----------------------------------------------------------------- <br />0.000 <br />1.433 <br />2.669 <br />66.88 <br />0.636 <br />----------------------------------------------------------------------------------------- <br />Node Average Maximum Maximum Time of Max Total Total Retention <br />ID Depth Depth HGL Occurrence Flooded Time Time <br />Attained Attained Attained Volume Flooded <br />• ft ft ft days hh:mm acre -in minutes hh - - --- <br />------------------------------------- - <br />DWDA Div 2 Pipe inlet 0.13 1.06 7447.73 0 12:01 0 0 0:00:00 <br />DWDA Div 2 Pipe outlet 0.13 1.06 7443.06 0 12:01 0 0 0:00:00 <br />DWDA Div 3 Pipe inlet 0.09 1.08 7440.88 0 11:58 0 0 0:00:00 <br />DWDA Div 3 Pipe outlet 0.17 1.38 7437.17 0 11:58 0 0 0:00:00 <br />DWDA Div Ditch inlet 0.16 1.60 7424.60 0 11:59 0 0 0:00:00 <br />DWDA Div Ditch Jun 0.18 1.60 7425.60 0 11:59 0 0 0:00:00 <br />DWDA Div Ditch u/s 0.17 1.49 7438.49 0 11:58 0 0 0:00:00 <br />DWDA Diversion Ditch outlet 0.13 1.38 7415.38 0 11:59 0 0 0:00:00 <br />DWDA Outlet 0.00 0.00 7418.00 0 00:00 0 0 0:00:00 <br />+ + + + + + + + + + + + + + + ++ <br />Node Flow Summary <br />------------------------------------------------------------------------------------ <br />Node Element Maximum Peak Time of Maximum Time of Peak <br />ID Type Lateral Inflow Peak Inflow Flooding Flooding <br />Inflow Occurrence Overflow Occurrence <br />cfs cfs days hh:mm cfs days hh:mm <br />------------------------------------------------------------------------------------ <br />DWDA Div 2 Pipe inlet JUNCTION 18.00 18.00 0 12:01 0.00 <br />DWDA Div 2 Pipe outlet JUNCTION 0.00 17.96 0 12:01 0.00 <br />DWDA Div 3 Pipe inlet JUNCTION 16.83 16.83 0 11:58 0.00 <br />DWDA Div 3 Pipe outlet JUNCTION 0.00 16.73 0 11:58 0.00 <br />DWDA Div Ditch inlet JUNCTION 0.00 52.76 0 11:59 0.00 <br />DWDA Div Ditch Jun JUNCTION 0.00 52.68 0 11:59 0.00 <br />DWDA Div Ditch u/s JUNCTION 19.96 37.01 0 11:58 0.00 <br />DWDA Diversion Ditch outlet OUTFALL 0.00 52.69 0 11:59 0.00 <br />DWDA Outlet OUTFALL 12.76 12.76 0 11:58 0.00 <br />+ + + + + + + + + + ++ + + + + + + + + + ++ <br />Outfall Loading Summary <br />------------------------------------------------------------- <br />Outfall Node ID Flow Average Peak Total <br />• <br />Autodesk Storm and Sanitary Analysis <br />TR -53 <br />Page E 39 -8 <br />Page 5 of 6 <br />Revised 1/3/11 <br />