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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) Discharge (cfs) <br />------------------------------------------------------------------------------------------------------------ <br />2-Year <br />5.208E-03 <br />2-Year 2.301 <br />5-Year <br />1.741 E-02 <br />5-Year 3.063 <br />10-Year <br />8.288E-02 <br />10-Year 3.618 <br />25-Year <br />0.257 <br />25-Year 4.339 <br />50-Year <br />0.423 <br />50-Year 5.568 <br />100-Year <br />0.798 <br />100-Year 6.634 <br />200-Year <br />0.911 <br />200-Year 7.131 <br />** Record too <br />Short to Compute Peak Discharge for These Recurrence Intervals <br />Water Quality Data I Flow Splitter Calculator <br />Compute Water Quality Treatment Volume for Link <br />Computed Basic Wet Pond ","olurne, 91 % Exceedance (cu-ft): <br />26690. <br />C: irripUted Large Wet Pond'.lolurre (Phosphorous Control),1.5`Basic Volume (cu-ft): <br />40035. <br />Time to Infiltrate 91 % Treatment "I"olurrie, (Applies to Infiltration Facilities) <br />NIA <br />Compute Infiltration/Filtration Statistics <br />Total Runoff Volume 2562.42 ac-f Percent Treated <br />(Infiltrated+Filtered)lTotal 0.00' <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) <br />2.291 <br />0 Compute Water Quality 15-Minute Design Discharge for Link Inflow <br />Can -Line Facility Design Discharge Rate (cfs): 0.873 <br />Off -Line Facility Design Discharge Rate (cfs): 0.480 <br />Close <br />