J_2024 05 09_West Orange Stormwater Management Plan

Post Development West Orange B_03 01 12 Type III 24-hr 10 yr Rainfall=5.21" Prepared by TRC Engineers, Inc. HvdroCAD® 9.10 s/n 06401 © 2009 HydroCAD Software Solutions LLC Printed 3/14/2012 Page 36 Summary for Pond MH-A: MH-A to MH-B [43] Hint: Has no inflow (Outflow=Zero) Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 0.00' @ 0.00 hrs Invert Outlet Devices 599.00' 12.0" Round Culvert L= 74.0' Ke= 0.500 Inlet / Outlet lnvert= 599.00' / 598.00' S= 0.0135 '/’ Cc= 0.900 n= 0.020 Corrugated PE, corrugated interior Device Routing #1 Primary Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=0.00' TW=598.00' (Dynamic Tailwater) 1=Culvert ( Controls 0.00 cfs) Pond MH-A: MH-A to MH-B Hydrograph [^^rimaryjj Peak Elev=0.00' i I 12.0" und Culvert n=0.020 L=74.0* S=0.0135 7' I I I I I I * 2 i l l I I l u. I I 1 0.00 c 0 I l 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Tima (hours)