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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 />4.808E-05 <br />2-Year <br />2.124E-02 <br />5-Year <br />1.608E-04 <br />5-Year <br />2.828E-02 <br />10-Year <br />7.652E-04 <br />10-Year <br />3.340E-02 <br />25-Year <br />2.371 E-03 <br />25-Year <br />4.006E-02 <br />50-Year <br />3.903E-03 <br />50-Year <br />5.140E-02 <br />100-Year <br />7.368E-03 <br />100-Year <br />6.124E-02 <br />200-Year <br />8.407E-03 <br />200-Year <br />6.583E-02 <br />** Record too Short to Compute Peak Discharge for These <br />Recurrence Intervals <br />Water Quality Data Flow Splitter Calculator <br />Compute Water Quality Treatment Volume for Link <br />Cr imputed Basic Wet Exceedance (cu-ft): <br />246. <br />Cornp- ed Large Wet Pond Volume (Phosphorous Control),1.5'Basic Volume (cu-ft): <br />370. <br />Time tn Infiltrate 91 % Treatment '•lr ilurne, (Applies to Infiltration Facilities) <br />NIA <br />Compute Infiltration/Filtration Statistics <br />Total Runoff Volume 23.66 ac-f Percent Treated <br />(Infiltrated+Filtered)lTotal 0.00` <br />Total Runoff Infiltrated 0.00 ac-ft 0.00` <br />Total Runoff Filtered 0.00 ac-ft 0.00' <br />Compute 2-yr Discharge Rate for Link Outflow (cfs) <br />0.021 <br />0 Compute Water Quality 15-Minute Design Discharge for Link Inflow <br />On -Line Facility Design Discharge Rate (cfs): 0.008 <br />Off -Line Facility Design Discharge Rate (cfs): 0.004 <br />