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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 />1.042E-03 <br />2-Year <br />0.460 <br />5-Year <br />3.483E-03 <br />5-Year <br />0.613 <br />10-Year <br />1.658E-02 <br />10-Year <br />0.724 <br />25-Year <br />5.137E-02 <br />25-Year <br />0.868 <br />50-Year <br />8.456E-02 <br />50-Year <br />1.114 <br />100-Year <br />0.160 <br />100-Year <br />1.327 <br />200-Year <br />0.182 <br />200-Year <br />1.426 <br />** Record too Short to Compute Peak Discharge for These <br />Recurrence Intervals <br />1../ater Q"...!� Data; <br />Compute Water Quality Treatment Volume for Link <br />Computed Basic Wet Pond Volume, 91 % Exceedance (cu-ft): 5339. <br />Computed Large Wet Pond Volume (Phosphorous Control),1.5"Basic Volume (cu-ft): 8008. <br />Time to Infiltrate 91 % Treatment Volume, (Applies to Infiltration Facilities) N/A <br />J Compute Infiltration/Filtration Statistics <br />Total Runoff Volume 512.55 ac-f Percent Treated <br />0.00` <br />Total Runoff Infiltrated 0.00 ac-ft 0.00(Infiltrated+Filtered)lT otal` <br />Total Runoff Filtered 0.00 ac-ft 0.00` <br />Compute 2-yr Discharge Rate for Link Outflow (cfs) 0.457 <br />Compute Water Quality 15-Minute Design Discharge for Link Inflow <br />On -Line Facility Design Discharge Rate (cfs): 0.175 <br />Off -Line Facility Design Discharge Rate (cfs): 0.096 <br />Close <br />