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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 />3.125E-04 <br />2-Year <br />0.138 <br />5-Year <br />1.045E-03 <br />5-Year <br />0.184 <br />10-Year <br />4.974E-03 <br />10-Year <br />0.217 <br />25-Year <br />1.541 E-02 <br />25-Year <br />0.260 <br />50-Year <br />2.537E-02 <br />50-Year <br />0.334 <br />100-Year <br />4.789E-02 <br />100-Year <br />0.398 <br />200-Year <br />5.464E-02 <br />200-Year <br />0.428 <br />** Record too Short to Compute Peak Discharge for These <br />Recurrence Intervals <br />Compute Water Quality Treatment Volume for Link <br />Computed Basic Wet Pond Volume, 91 % Exceedance (cu-ft): 1602. <br />Computed Large Wet Pond Volume (Phosphorous Control),1.5"Basic Volume (cu-ft): 2402. <br />Time to Infiltrate 91 % Treatment Volume, (Applies to Infiltration Facilities) NIA <br />Compute Infiltration/Filtration Statistics <br />Total Runoff Volume 153.76 ac-f Percent Treated <br />Total Runoff Infiltrated 0.00 ac-ft <br />(Infiltrated+Filtered)/Total 0.00" <br />0.00' <br />Total Runoff Filtered 0.00 ac-ft 0.00` <br />Compute 2-yr Discharge Rate for Link Outflow (cfs) 0.137 <br />Compute Water Quality 15-Minute Design Discharge for Link Inflow <br />On -Line Facility Design Discharge Rate (cfs): 0.052 <br />Off -Line Facility Design Discharge Rate (cfs): 0.029 <br />