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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 />3.205E-04 <br />2-Year <br />0.142 <br />5-Year <br />1.072E-03 <br />5-Year <br />0.189 <br />10-Year <br />5.102E-03 <br />10-Year <br />0.223 <br />25-Year <br />1.581 E-02 <br />25-Year <br />0.267 <br />50-Year <br />2.602E-02 <br />50-Year <br />0.343 <br />100-Year <br />4.912E-02 <br />100-Year <br />0.408 <br />200-Year <br />5.604E-02 <br />200-Year <br />0.439 <br />** Record too Short to Compute Peak Discharge for These <br />Recurrence Intervals <br />Water Quality Data <br />Flow Splitter Calculator <br />••• r Compute Water Quality Treatment Volume for Link <br />Computed Basic Wet Pond Volume, 91 % Exceedance (cu-ft): Not Computed <br />CurnpWed Lame Wet Pond Volume (Phosphorous Control),1.5'Basic Volume (cu-ft): Not Computed <br />Time to InliRrate 91 % Treatment Volume, (Applies to Infiltration Facilities) Not Computed <br />J Compute Infiltration/Filtration Statistics <br />Total Runoff Volume 157.71 ac-f Percent Treated <br />(Infiltrated+Filtered)/Total 0.0 <br />Total Runoff Infiltrated 0.00 ac-ft 0.00' <br />Total Runoff Filtered 0.00 ac-ft 0.00' <br />Compute 2-yr Discharge Rate for Link Outflow (cfs) Not Computed <br />J Compute Water Quality 15-Minute Design Discharge for Link Inflow <br />On -Line Facility Design Discharge Rate (cfs): Not Computed <br />C itt-Line Facility Design Discharge Rate (cfs): Not Computed <br />Close <br />