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• <br /> **********Link: New Structure Lnk1 ********** • <br /> Basic Wet Pond Volume(91%Exceedance): 3366. cu-ft • <br /> Computed Large Wet Pond Volume, 1.5*Basic Volume: 5050.cu-ft • <br /> • <br /> Infiltration/Filtration Statistics <br /> Inflow Volume(ac-ft): 340.74 • <br /> Inflow Volume Including PPT-Evap(ac-ft): 340.74 <br /> Total Runoff Infiltrated(ac-ft): 0.00, 0.00% • <br /> Total Runoff Filtered (ac-ft): 0.00, 0.00% <br /> Primary Outflow To Downstream System (ac-ft): 342.64 • <br /> Secondary Outflow To Downstream System (ac-ft): 0.00 <br /> Percent Treated(Infiltrated+Filtered)/Total Volume: 0.00% <br /> • <br /> ***********Compliance Point Results************* <br /> Scenario Predeveloped Compliance Subbasin:Subbasin 1 • <br /> Scenario Postdeveloped Compliance Link: New Structure Lnk1 • <br /> ***Point of Compliance Flow Frequency Data*** • <br /> Recurrence Interval Computed Using Gringorten Plotting Position • <br /> Predevelopment Runoff Postdevelopment Runoff • <br /> Tr(Years) Discharge(cfs) Tr(Years) Discharge(cfs) - <br /> 2-Year 0.193 2-Year 9.498E-02 • <br /> 5-Year 0.248 5-Year 0.168 Pre-developed vs. <br /> 10-Year 0.308 10-Year 0.256 • <br /> 25-Year 0.414 25-Year 0.353 Post-developed <br /> 50-Year 0.504 50-Year 0.372 stormwater runoff • <br /> 100-Year 0.624 100-Year 0.381 <br /> 200-Year 0.630 200-Year 0.461 • <br /> ** Record too Short to Compute Peak Discharge for These Recurrence Intervals <br /> ****Flow Duration Performance**** <br /> Excursion at Predeveloped 50%Q2(Must be Less Than 0%): -43.6% PASS • <br /> Maximum Excursion from 50%Q2 to Q2 (Must be Less Than 0%): -33.4% PASS <br /> Maximum Excursion from Q2 to Q50 (Must be less than 10%): -17.6% PASS • <br /> Percent Excursion from Q2 to Q50(Must be less than 50%): 0.0% PASS . <br /> MEETS ALL FLOW DURATION DESIGN CRITERIA: PASS • <br /> • <br /> • <br /> • <br /> • <br /> • <br /> • <br /> • <br /> • <br /> • <br /> • <br /> • <br /> • <br /> • <br /> S <br /> • <br /> • <br />