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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 />9.135E-04 <br />2-Year <br />0.404 <br />5-Year <br />3.055E-03 <br />5-Year <br />0.537 <br />10-Year <br />1.454E-02 <br />10-Year <br />0.635 <br />25-Year <br />4.505E-02 <br />25-Year <br />0.761 <br />50-Year <br />7.415E-02 <br />50-Year <br />0.977 <br />100-Year <br />0.140 <br />100-Year <br />1.164 <br />200-Year <br />0.160 <br />200-Year <br />1.251 <br />** Record too Short to Compute Peak Discharge for These <br />Recurrence Intervals <br />Water Quality Data I Flow Splitter Calculator <br />0 Compute Water Quality Treatment Volume for Link <br />Computed Basic Wet Pond Volume, 91 % Exceedance (cu-ft): <br />4682. <br />Computed Large Wet Pond Volume (Phosphorous Control), 1. 5'B asic Volume (cu-ft): <br />7022. <br />Time to Infiltrate 91 % Treatment Volume, (Applies to Infiltration Facilities) <br />N!A <br />Compute Infiltration/Filtration Statistics <br />Total Runoff Volume 449.46 ac-f Percent Treated <br />(Infiltrated+Filtered)/Total 0.00' <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) <br />0.401 <br />Compute Water Quality 15-Minute Design Discharge for Link Inflow <br />0n-Line Facility Design Discharge Rate (cfs): 0.153 <br />Off -Line Facility Design Discharge Rate (cfs): 0.084 <br />