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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 />2.484E-04 <br />2-Year <br />0.110 <br />5-Year <br />8.307E-04 <br />5-Year <br />0.146 <br />10-Year <br />3.954E-03 <br />10-Year <br />0.173 <br />25-Year <br />1.225E-02 <br />25-Year <br />0.207 <br />50-Year <br />2.016E-02 <br />50-Year <br />0.266 <br />100-Year <br />3.807E-02 <br />100-Year <br />0.316 <br />200-Year <br />4.343E-02 <br />200-Year <br />0.340 <br />** Record too Short to Compute Peak Discharge for These <br />Recurrence Intervals <br />Water Quality Data <br />Compute Water Quality Treatment Volume for Link <br />Computed Basic Wet Pond Volume, 91 % E xceedance (cu-ft): 1273. <br />Computed Large Wet Pond Volume (Phosphorous Control),1.5"Basic Volume (cu-ft): 1910. <br />Time to Infiltrate 91 % Treatment Volume, (Applies to Infiltration Facilities) N/A <br />J Compute Infiltration/Filtration Statistics <br />Total Runoff Volume 122.22 ac-f Percent Treated <br />Total Runoff Infiltrated 0.00 ac-ft <br />(Infiltrated+Filtered)/Total 0.00" <br />0.00` <br />Total Runoff Filtered 0.00 ac-ft 0.00' <br />Compute 2-yr Discharge Rate for Link Outflow (cfs) 0.109 <br />0 Compute Water Quality 15-Minute Design Discharge for Link Inflow <br />On -Line Facility Design Discharge Rate (cfs): 0.042 <br />Off -Line Facility Design Discharge Rate (cfs): 0.023 <br />Close <br />