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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 />1.442E-04 <br />2-Year <br />6.373E-02 <br />5-Year <br />4.823E-04 <br />5-Year <br />8.483E-02 <br />10-Year <br />2.296E-03 <br />10-Year <br />0.100 <br />25-Year <br />7.113E-03 <br />25-Year <br />0.120 <br />50-Year <br />1.171 E-02 <br />50-Year <br />0.154 <br />100-Year <br />2.210E-02 <br />100-Year <br />0.184 <br />200-Year <br />2.522E-02 <br />200-Year <br />0.197 <br />** Record too Short to Compute Peak Discharge for These <br />Recurrence Intervals <br />Water Quality Data <br />Flow Splitter Calculator <br />I Compute Water Quality Treatment Volume for Link <br />Computed Basic Wet Pond Volume, 91 % Exceedance (cu-ft): 739. <br />Computed Large Wet Pond Volume (Phosphorous Control),1.5"Basic Volume (cu-ft): 1109. <br />Time to Infiltrate 91 % Treatment Volume, (Applies to Infiltration Facilities) NIA <br />Compute Infiltration/Filtration Statistics <br />Total Runoff Volume 70.97 ac-f Percent Treated <br />0.00' <br />Total Runoff Infiltrated 0.00 ac-ft 0.00' (Infiltrated+Filtered)JTotal <br />Total Runoff Filtered 0.00 ac-ft <br />Compute 2-yr Discharge Rate for Link Outflow (cfs) 0.063 <br />0 Compute Water Quality 15-Minute Design Discharge for Link Inflow <br />On -Line Facility Design Discharge Rate (cfs): 0.024 <br />Off -Line Facility Design Discharge Rate (cfs): 0.013 <br />