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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 />4.007E-05 <br />2-Year <br />1.770E-02 <br />5-Year <br />1.340E-04 <br />5-Year <br />2.356E-02 <br />10-Year <br />6.377E-04 <br />10-Year <br />2.784E-02 <br />25-Year <br />1.976E-03 <br />25-Year <br />3.338E-02 <br />50-Year <br />3.252E-03 <br />50-Year <br />4.283E-02 <br />100-Year <br />6.140E-03 <br />100-Year <br />5.103E-02 <br />200-Year <br />7.006E-03 <br />200-Year <br />5.486E-02 <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 % Exceedance (cu-ft): 205. <br />Computed Large Wet Pond Volume (Phosphorous Control),1.5`Basic Volume (cu-ft): 308. <br />Time to Infiltrate 91 % Treatment Volume, (Applies to Infiltration Facilities) N!A <br />J Compute Infiltration/Filtration Statistics <br />Total Runoff Volume 19.71 ac-f Percent Treated <br />(Infiltrated+Filtered)/Total <br />Total Runoff Infiltrated 0.00 ac-ft 0.00' <br />Total Runoff Filtered 0.00 ac-ft <br />.� Compute 2-yr Discharge Rate for Link Outflow (cfs) 0.018 <br />0 Compute Water Quality 15-Minute Design Discharge for Link Inflow <br />On -Line Facility Design Discharge Rate (cfs): 0.007 <br />Off -Line Facility Design Discharge Rate (cfs): 0.004 <br />