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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 />7.212E-04 <br />2-Year <br />0.319 <br />5-Year <br />2.412E-03 <br />5-Year <br />0.424 <br />10-Year <br />1.148E-02 <br />10-Year <br />0.501 <br />25-Year <br />3.556E-02 <br />25-Year <br />0.601 <br />50-Year <br />5.854E-02 <br />50-Year <br />0.771 <br />100-Year <br />0.111 <br />100-Year <br />0.919 <br />200-Year <br />0.126 <br />200-Year <br />0.987 <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 />3696. <br />Computed Large Wet Pond Volume (Phosphorous Control), 1. 5'B asic Volume (cu-ft): <br />5544. <br />Time to Infiltrate 91 % Treatment Volume, (Applies to Infiltration Facilities) <br />N!A <br />Compute Infiltration/Filtration Statistics <br />Total Runoff Volume 354.84 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 />0.316 <br />0 Compute Water Quality 15-Minute Design Discharge for Link Inflow <br />On -Line Facility Design Discharge Rate (cfs): 0.121 <br />Off -Line Facility Design Discharge Rate (cfs): 0.067 <br />