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C.31 -- � `'•=�. 3 a.... ._ a = -. «s:. :. .. ,. tea; ..:. - v,..s'.„—:tx',tt.+a' t.z4"es.,.saa* <br /> 9 <br /> H yd ro g ra p h Summary Re p, d- <br /> rarrow Hydrographs Extension for AutoCAD®Civil 3D®2009 by Autodesk,Inc.v6.066 <br /> Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph <br /> No. type flow interval peak volume hyd(s) elevation strge used description <br /> (origin) (cfs) (min) (min) (cuft) (ft) (cuft) <br /> 1 SCS Runoff 0.166 10 480 2,772 — — ---- Pre-devepoped <br /> 2 SCS Runoff 0.366 10 480 5,341 -- — --- Post-developed <br /> 3 Reservoir 0.069 10 760 5,292 2 539.22 2,769 Pond Route <br /> 4 SCS Runoff 0.145 10 490 3,022 -- — — Direct Flow to Wetland <br /> 28048 REVISED Detention Vault W 2 ORIFE &geriod: 100 Year Thursday, Sep 18, 2008 <br />