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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 />9.927E-03 <br />2-Year <br />4.603E-02 <br />5-Year <br />1.889E-02 <br />5-Year <br />6.127E-02 <br />10-Year <br />2.729E-02 <br />10-Year <br />7.237E-02 <br />25-Year <br />4.035E-02 <br />25-Year <br />8.679E-02 <br />50-Year <br />5.748E-02 <br />50-Year <br />0.111 <br />100-Year <br />6.846E-02 <br />100-Year <br />0.133 <br />200-Year <br />7.043E-02 <br />200-Year <br />0.143 <br />** Record too Short to Compute Peak Discharge for These <br />Recurrence Intervals <br />..............1 <br />Water Qualii, Data <br />Compute Water Quality Treatment Volume for Link <br />C:r ,mputed B asic Wet Pond Volume, 91 % Exceedance (cu-ft): 534. <br />orriputed Lance Wet PondVolume (Phosphorous Control),1.5xBasic Volume (cu-ft): 801. <br />Time hu Infiltrate 91 % Treatment's/olume, (Applies to Infiltration Facilities) NJQ <br />Compute Infiltration/Filtration Statistics <br />Total Runoff Volume 51.25 ac-f Percent Treated <br />Total Runoff Infiltrated 0.00 ac-ft 0.00(Infiltrated+Filtered)JTotal 0.00"' <br />Total Runoff Filtered 0.00 ac-ft 0.00` <br />Compute 2-yr Discharge Rate for Link Outflow (cfs) 0.046 <br />Compute Water Quality 15-Minute Design Discharge for Link Inflow <br />On -Line Facility Design Discharge Rate (cfs): 0.017 <br />Off -Line Facility Design Discharge Rate (cfs): 0.010 <br />