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***********Compliance Point Results ************* <br />Scenario Predeveloped Compliance Link: FH B Outfall <br />Scenario Postdeveloped Compliance Link: FH B 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 />3.585E-03 <br />2-Year <br />1.604 <br />5-Year <br />1.193E-02 <br />5-Year <br />2.135 <br />10-Year <br />5.672E-02 <br />10-Year <br />2.522 <br />25-Year <br />0.177 <br />25-Year <br />3.024 <br />50-Year <br />0.292 <br />50-Year <br />3.881 <br />100-Year <br />0.556 <br />100-Year <br />4.624 <br />200-Year <br />0.631 <br />200-Year <br />4.970 <br />** Record too Short to Compute Peak Discharge for These <br />Recurrence Intervals <br />Water Quality Data 1 Flow Splitter Calculator I <br />€;::;3 Compute Water Quality Treatment Volume for Link <br />Computed Basic Wet Pond Volume, 91 % Exceedance (cu-ft): <br />17495. <br />Computed Large Wet Pond Vulurrie Phosphorous Control),1.5`Basic Volume (cu-ft): <br />26242. <br />Time to Infiltrate 91 % Treatment Volume, (Applies to Infiltration Facilities) <br />NIA <br />Compute Infiltration/Filtration Statistics <br />Total Runoff Volume 1679.65 ac-f Percent Treated <br />(Infiltrated+Filteredl:'Tr_tal <br />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 />1.502 <br />Compute Water Quality 15-Minute Design Discharge for Link Inflow <br />On -Line Facility Design Discharge Rate (cfs): 0.572 <br />Off -Line Facility Design Discharge Rate (cfs): 0.315 <br />