Laserfiche WebLink
***********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 />2.404E-04 <br />2-Year <br />0.106 <br />5-Year <br />8.039E-04 <br />5-Year <br />0.141 <br />10-Year <br />3.826E-03 <br />10-Year <br />0.167 <br />25-Year <br />1.185E-02 <br />25-Year <br />0.200 <br />50-Year <br />1.951 E-02 <br />50-Year <br />0.257 <br />100-Year <br />3.684E-02 <br />100-Year <br />0.306 <br />200-Year <br />4.203E-02 <br />200-Year <br />0.329 <br />** Record too Short to Compute Peak Discharge for These <br />Recurrence Intervals <br />t/ater Quality Data; Flow Splitter Calculator <br />Compute Water Quality Treatment Volume for Link <br />Ci nmpOed Ba:=:ic Wet Pond Volume, 91 % Exceedance (cu-It): <br />1232. <br />C:nrrpWed Large Wet Pond Volume (Phosphorous Control),1.5'Basic Volume (cu-ft): <br />1848• <br />Time to Infiltrate 91 % Treatment Volume, (Applies to Infiltration Facilities) <br />N!A <br />Compute Infiltration/Filtration Statistics <br />Total Runoff Volume 118.28 ac-f Percent Treated <br />(Infiltrated+Filtered)/Total 0.00"` <br />Total Runoff Infiltrated 0.00 ac-ft 0.00 <br />Total Runoff Filtered 0.00 ac-ft 0.00` <br />Compute 2-yr Discharge Rate for Link Outflow (cfs) <br />0.105 <br />Compute Water Quality 15-Minute Design Discharge for Link Inflow <br />On -Line Facility Design Discharge Rate (cfs): 0.040 <br />Off -Line Facility Design Discharge Rate (cfs): 0.022 <br />Close <br />