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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 />4.247E-04 <br />2-Year <br />0.188 <br />5-Year <br />1.420E-03 <br />5-Year <br />0.250 <br />10-Year <br />6.760E-03 <br />10-Year <br />0.295 <br />25-Year <br />2.094E-02 <br />25-Year <br />0.354 <br />50-Year <br />3.447E-02 <br />50-Year <br />0.454 <br />100-Year <br />6.508E-02 <br />100-Year <br />0.541 <br />200-Year <br />7.426E-02 <br />200-Year <br />0.581 <br />** Record too Short to Compute Peak Discharge for These <br />Recurrence Intervals <br />Water Quality Data I Flow Splitter Calculator <br />J Compute Water Quality Treatment Volume for Link <br />Computed Basic Wet Pond Volume, 91 % Exceedance (cu•ft): 2177• <br />Corn PLited Lance Wet Pond Volume (Phosphorous Control),1.5'Basic Volume (cu-ft): 3265. <br />Time to Infiltrate 91 % Treatment Volume, (Applies to Infiltration Facilities) N!A <br />J Compute Infiltration/Filtration Statistics <br />Total Fly- noff Volume 208.96 ac-f Percent Treated <br />(Infiltrated+Filtered)/Total 0.00' <br />Total Fly-u-i� off Infiltrated 0.00 ac-ft 0.00` <br />Total FlUnuff Filtered 0.00 ac-ft 0.OT <br />Compute 2-yr Discharge Rate for Link Outflow (cfs) 0.186 <br />0 Compute Water Quality 15-Minute Design Discharge for Link Inflow <br />On -Line Facility Design Discharge Rate (cfs): 0.071 <br />Off -Line Facility Design Discharge Rate (cfs): 0.039 <br />