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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 />8.975E-04 <br />2-Year <br />0.397 <br />5-Year <br />3.001 E-03 <br />5-Year <br />0.528 <br />10-Year <br />1.428E-02 <br />10-Year <br />0.624 <br />25-Year <br />4.426E-02 <br />25-Year <br />0.748 <br />50-Year <br />7.285E-02 <br />50-Year <br />0.959 <br />100-Year <br />0.138 <br />100-Year <br />1.143 <br />200-Year <br />0.157 <br />200-Year <br />1.229 <br />** Record too Short to Compute Peak Discharge for These <br />Recurrence Intervals <br />F_. i Compute Water Quality Treatment Volume for Link <br />Computed Basic Wet Pond Volume, 91 % Exceedance (cu-ft): <br />jNotComputed <br />Computed Large Wet Pond Volume (Phosphorous Control),1.5"Basic Volume (cu-ft): <br />Not Computed <br />Time to Infiltrate 91 % Treatment Volume, (Applies to Infiltration Facilities) <br />Not Computed <br />Compute Infiltration/Filtration Statistics <br />Total Runoff Volume 441.58 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 <br />Compute 2-yr Discharge Rate for Link Outflow (cfs) <br />Not Computed <br />Compute Water Quality 15-Minute Design Discharge for Link Inflow <br />On -Line Facility Design Discharge Rate (cfs): Not Computed <br />Off -Line Facility Design Discharge Rate (cfs): Not Computed <br />