J_2024 05 09_West Orange Stormwater Management Plan

Post-Developed (O-1B) NOAA 24-hr D 100-Year_Current Rainfall=9.23", P2=3.45" West Orange HydroCAD_Post Printed 5/13/2024 Page 241 Prepared by Burns & McDonnell HydroCAD® 10.20-4b s/n 08510 © 2023 HydroCAD Software Solutions LLC Summary for Pond 17P: SD-23 Inflow Area = 1.305 ac, 24.67% Impervious, Inflow Depth > 7.59" for 100-Year_Current event Inflow = 2.99 cfs @ 12.35 hrs, Volume= 0.825 af Outflow = 2.99 cfs @ 12.36 hrs, Volume= 0.825 af, Atten= 0%, Lag= 0.2 min Primary = 2.99 cfs @ 12.36 hrs, Volume= 0.825 af Routed to Pond 14P : SD-24 Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.0100 hrs Peak Elev= 587.69' @ 12.36 hrs Surf.Area= 0.001 ac Storage= 0.001 af Plug-Flow detention time= 0.1 min calculated for 0.825 af (100% of inflow) Center-of-Mass det. time= 0.1 min ( 878.1 - 878.0 ) Volume #1 Device #1 Invert 586.80' Avail.Storage 0.003 af Routing Primary Invert 586.80' Storage Description 15.0" Round SD-23 L= 93.7' S= 0.0150 '/' Outlet Devices 15.0" Vert. SD-23 C= 0.600 Limited to weir flow at low heads Primary OutFlow Max=2.99 cfs @ 12.36 hrs HW=587.69' TW=585.82' (Dynamic Tailwater) 1=SD-23 (Orifice Controls 2.99 cfs @ 3.21 fps) Pond 17P: SD-23 Hydrograph Inflow Primary 2.99 cfs Inflow Area=1.305 ac Peak Elev=587.69' Storage=0.001 af 2.99 cfs Flow (cfs) 3 2 1 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Time (hours) 15 16 17 18 19 20 21 22 23 24