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***********Compliance Point Results ************* <br />Scenario Predeveloped Compliance Link: FH B Outfall <br />Scenario Postdeveloped Compliance Link: FH B 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 />5.850E-04 <br />2-Year <br />0.258 <br />5-Year <br />1.956E-03 <br />5-Year <br />0.344 <br />10-Year <br />9.310E-03 <br />10-Year <br />0.406 <br />25-Year <br />2.885E-02 <br />25-Year <br />0.487 <br />50-Year <br />4.748E-02 <br />50-Year <br />0.625 <br />100-Year <br />8.964E-02 <br />100-Year <br />0.745 <br />200-Year <br />0.102 <br />200-Year <br />0.801 <br />** Record too Short to Compute Peak Discharge for These <br />Recurrence Intervals <br />Water Quality Data; <br />Compute Water Quality Treatment Volume for Link <br />Computed Basic Wet Pond Volume, 91 % Exceedance (cu-ft): <br />2998. <br />Computed Large Wet Pond Volume (Phosphorous Control),1.5'Basic Volume (cu-ft): <br />4497. <br />Time to Infiltrate 91% Treatment Volume, (Applies to Infiltration Facilities) <br />NlA <br />Compute Infiltration/Filtration Statistics <br />Total Runoff Volume 287.81 ac-f Percent Treated <br />(Infiltrated+Filtered)/Total <br />Total Runoff Infiltrated F 0.00 ac-ft 0.00' <br />Total Runoff Filtered 1 0.00 ac-ft <br />Compute 2-yr Discharge Rate for Link Outflow (cfs) <br />0.257 <br />Compute Water Quality 15-Minute Design Discharge for Link Inflow <br />On -Line Facility Design Discharge Rate (cfs): 0.098 <br />Off -Line Facility Design Discharge Rate (cfs): 0.054 <br />