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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 />3.606E-04 <br />2-Year <br />0.159 <br />5-Year <br />1.206E-03 <br />5-Year <br />0.212 <br />10-Year <br />5.739E-03 <br />10-Year <br />0.251 <br />25-Year <br />1.778E-02 <br />25-Year <br />0.300 <br />50-Year <br />2.927E-02 <br />50-Year <br />0.386 <br />100-Year <br />5.526E-02 <br />100-Year <br />0.459 <br />200-Year <br />6.305E-02 <br />200-Year <br />0.494 <br />** Record too Short to Compute Peak Discharge for These <br />Recurrence Intervals <br />4V.... Quality! Data; <br />Flow Splitter Calculator <br />J Compute Water Quality Treatment Volume for Link <br />Computed Basic Wet Pond Volume, 91 % Exceedance (cu-ft): <br />1848. <br />Computed Large Wet Pond Volume (Phosphorous Control),1.5"Basic Volume (cu-ft): <br />2772. <br />Time to Infiltrate 91 % Treatment Volume, (Applies to Infiltration Facilities) <br />NIA <br />Compute Infiltration/Filtration Statistics <br />Total Runoff Volume 177.42 ac-f Percent Treated <br />(Infiltrated+Filtered)/Total 0.00'' <br />Total Runoff Infiltrated 0.00 ac-ft 0.00 <br />Total Runoff Filtered 0.00 ac-ft <br />Compute 2-yr Discharge Rate for Link Outflow (cfs) <br />0.158 <br />Compute Water Quality 15-Minute Design Discharge for Link Inflow <br />On -Line Facility Design Discharge Rate (cfs): 0.060 <br />Off -Line Facility Design Discharge Rate (cfs): 0.033 <br />Close <br />