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***********Compliance Point Results ************* <br />Scenario Predeveloped Compliance Link: FH A Outfall <br />Scenario Postdeveloped Compliance Link: FH A Outfall <br />*** Point of Compliance Flow Frequency Data *** <br />Recurrence Interval Computed Using Gringorten Plotting Position <br />Predevelopment Runoff <br />Postdevelopment Runoff <br />Tr (Years) <br />Discharge (cfs) <br />Tr (Years) <br />Discharge (cfs) <br />----------------------------------------------------------------------------------------------------------- <br />2-Year <br />7.933E-04 <br />2-Year <br />0.351 <br />5-Year <br />2.653E-03 <br />5-Year <br />0.467 <br />10-Year <br />1.263E-02 <br />10-Year <br />0.551 <br />25-Year <br />3.912E-02 <br />25-Year <br />0.661 <br />50-Year <br />6.439E-02 <br />50-Year <br />0.848 <br />100-Year <br />0.122 <br />100-Year <br />1.010 <br />200-Year <br />0.139 <br />200-Year <br />1.086 <br />** Record too Short to Compute Peak Discharge for These <br />Recurrence Intervals <br />Water Quality Data I Flow Splitter Calculator <br />Compute Water Quality Treatment Volume for Link <br />Computed Basic Wet Pond Volume, 91 % Exceedance (cu-ft): 4066. <br />Computed Large Wet Pond Volume (Phosphorous Control),1.5'Basic Volume (cu-ft): 6098. <br />Time to Infiltrate 91 % Treatment Volume, (Applies to Infiltration Facilities) N!A <br />J Compute Infiltration/Filtration Statistics <br />Total Runoff Volume 390.32 ac-f Percent Treated <br />(Ir-filtrated+Filtered)%Total 0.00' <br />Total Runoff Infiltrated 0.00 ac-ft 0.00" <br />Total Runoff Filtered 0.00 ac-ft 0.00' <br />J Compute 2-yr Discharge Rate for Link Outflow (cfs) 0.348 <br />0 Compute Water Quality 15-Minute Design Discharge for Link Inflow <br />On -Line Facility Design Discharge Rate (cfs): 0.133 <br />Off -Line Facility Design Discharge Rate fcfs): 0.073 <br />Close <br />