J_2024 05 09_West Orange Stormwater Management Plan

Post-Developed (O-AquaShield) West Orange HydroCAD_Post NOAA 24-hr D 2-Year_Future Rainfall=4.07", P2=4.07" Prepared by Burns & McDonnell HydroCAD® 10.20-4b s/n 08510 © 2023 HydroCAD Software Solutions LLC Printed 5/13/2024 Page 22 Time span=0.00-24.00 hrs, dt=0.0100 hrs, 2401 points Runoff by SCS TR-20 method, UH=SCS, Weighted-Q Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method Subcatchment 3S: PO-DA A Runoff Area=78,287 sf 12.62% Impervious Runoff Depth>2.42" Flow Length=491' Tc=17.1 min CN=WQ Runoff=3.45 cfs 0.363 af Runoff Area=18,459 sf 73.95% Impervious Runoff Depth>3.49" Flow Length=180' Slope=0.0160 '/' Tc=7.4 min CN=WQ Runoff=1.46 cfs 0.123 af Subcatchment 15S: PO-DA M Pond 4P: AquaShield Inflow=4.32 cfs 0.486 af Primary=4.32 cfs 0.486 af Total Runoff Area = 2.221 ac Runoff Volume = 0.486 af Average Runoff Depth = 2.63" 75.68% Pervious = 1.681 ac 24.32% Impervious = 0.540 ac