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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 />4.808E-05 <br />2-Year <br />2.124E-02 <br />5-Year <br />1.608E-04 <br />5-Year <br />2.828E-02 <br />10-Year <br />7.652E-04 <br />10-Year <br />3.340E-02 <br />25-Year <br />2.371 E-03 <br />25-Year <br />4.006E-02 <br />50-Year <br />3.903E-03 <br />50-Year <br />5.140E-02 <br />100-Year <br />7.368E-03 <br />100-Year <br />6.124E-02 <br />200-Year <br />8.407E-03 <br />200-Year <br />6.583E-02 <br />** Record too Short to Compute Peak Discharge for These <br />Recurrence Intervals <br />Water Quality Data IFlow Splitter Calculator <br />Compute Water Quality Treatment Volume for Link <br />Computed Ba:_ic Wet Pond Volume, 91 % Exceedance (cu-ft): <br />246. <br />I.r �rripilted Large Wet Pond Volume (Phosphorous Control.1. 1.5xBasic Volume (Cu-ft): <br />370. <br />Time to Infiltrate 91 i Treatment Volume, (Applies to Infiltration Facilities) <br />NIA <br />J Compute Infiltration/Filtration Statistics <br />Total Runoff Volume 1 23.66 ac-f Percent Treated <br />(Infiltrated+Filtered)/Total 0.00' <br />Total Runoff Infiltrated 0.00 ac-ft 0.00' <br />Total Runoff Filtered 1 0.00 ac-ft <br />Compute 2-yr Discharge Rate for Link Outflow (cfs) <br />0.021 <br />0 Compute Water Quality 15-Minute Design Discharge for Link Inflow <br />On -Line Facility Design Discharge Rate (cfs): 0.008 <br />Off -Line Facility Design Discharge Rate (cfs): 0.004 <br />Close <br />