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*** 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 />5.609E-04 <br />2-Year <br />0.248 <br />5-Year <br />1.876E-03 <br />5-Year <br />0.330 <br />10-Year <br />8.928E-03 <br />10-Year <br />0.390 <br />25-Year <br />2.766E-02 <br />25-Year <br />0.467 <br />50-Year <br />4.553E-02 <br />50-Year <br />0.600 <br />100-Year <br />8.596E-02 <br />100-Year <br />0.714 <br />200-Year <br />9.808E-02 <br />200-Year <br />0.768 <br />** Record too Short to Compute Peak Discharge for These <br />Recurrence Intervals <br />Water Quality Data <br />Flow Splitter Calculator <br />Compute Water Quality Treatment Volume for Link <br />Computed Basic Wet Pond Volume, 91 % Exceedance (cu-ft): 2875. <br />Computed Large Wet Pond Volume (Phosphorous Control),1.5"Basic Volume (cu-ft): 4312. <br />Time to Infiltrate 91% Treatment Volume, (Applies to Infiltration Facilities) N!A <br />Compute Infiltration/Filtration Statistics <br />Total Runoff Volume 275.99 ac-f Percent Treated <br />0.00' <br />Total Runoff Infiltrated 0.00 ac-ft 0.00' (Infiltrated+Filtered)/Total <br />Total Runoff Filtered 0.00 ac-ft <br />Compute 2-yr Discharge Rate for Link Outflow (cfs) 0.246 <br />F.—.]Compute Water Quality 15-Minute Design Discharge for Link Inflow <br />On -Line Facility Design Discharge Rate (cfs): 0.094 <br />Off -Line Facility Design Discharge Rate (cfs): 0.052 <br />