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***********Compliance Point Results ************* <br />Scenario Predeveloped Compliance Subbasin: A25 <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 />2.164E-04 <br />2-Year <br />0.132 <br />5-Year <br />7.235E-04 <br />5-Year <br />0.176 <br />10-Year <br />3.444E-03 <br />10-Year <br />0.207 <br />25-Year <br />1.067E-02 <br />25-Year <br />0.249 <br />50-Year <br />1.756E-02 <br />50-Year <br />0.319 <br />100-Year <br />3.315E-02 <br />100-Year <br />0.380 <br />200-Year <br />3.783E-02 <br />200-Year <br />0.409 <br />** Record too Short to Compute Peak Discharge for These <br />Recurrence Intervals <br />Water Quality Data 1 Flow Splitter Calculator <br />Compute Water Quality Treatment Volume for Link <br />CurripWed Basic Wet Pond Volume, 91 % Exceedance (cu-ft): <br />1529. <br />LbrripWed Large Wet Pond Volume (Phosphorous Control),1.5" Basic Volume (cu-ft): <br />2294. <br />Time to Infiltrate 91 % Treatment "'plume, (Applies to Infiltration Facilities) <br />N!A <br />Compute Infiltration/Filtration Statistics <br />Total Runoff Volume 146.83 ac-f Percent Treated <br />(Ir-ifiltrat ed+Filter ed.l;'T� �tal 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) <br />0.131 <br />0 Compute Water Quality 15-Minute Design Discharge for Link Inflow <br />On -Line Facility Design Discharge Rate (cfs): 0.050 <br />Off -Line Facility Design Discharge Rate (cfs): 0.028 <br />Close <br />