29906 15 Ridgeway West Orange 5 26 26 HydroCAD Report

29906 15 Ridgeway West Orange S NOAA 24-hr D 100-Year-2050 Rainfall=11.52", P2=4.09" Prepared by Ensurplan Inc Printed 5/26/2026 HydroCAD® 10.20-8a s/n 11646 © 2025 HydroCAD Software Solutions LLC Page 61 Summary for Pond 15P: Rear Yard Basin Inflow Area = 0.636 ac, 34.80% Impervious, Inflow Depth = 9.30" for 100-Year-2050 event Inflow = 3.70 cfs @ 12.09 hrs, Volume= 0.493 af Outflow = 3.15 cfs @ 12.10 hrs, Volume= 0.493 af, Atten= 15%, Lag= 0.8 min Primary = 3.15 cfs @ 12.10 hrs, Volume= 0.493 af Routed to Reach 12R : Study Point At Inlet Routing by Stor-Ind method, Time Span= 0.00-36.00 hrs, dt= 0.01 hrs Peak Elev= 565.19' @ 12.10 hrs Surf.Area= 1,526 sf Storage= 3,070 cf Plug-Flow detention time= 63.6 min calculated for 0.493 af (100% of inflow) Center-of-Mass det. time= 63.6 min ( 848.4 - 784.8 ) Volume Invert Avail.Storage Storage Description #1A 562.00' 1,388 cf 20.50'W x 74.43'L x 3.50'H Field A 5,341 cf Overall - 1,871 cf Embedded = 3,470 cf x 40.0% Voids #2A 562.50' 1,871 cf Cultec R-300HD x 40 Inside #1 Effective Size= 45.6"W x 30.0"H => 6.53 sf x 7.08'L = 46.2 cf Overall Size= 51.0"W x 30.0"H x 7.54'L with 0.46' Overlap 40 Chambers in 4 Rows Cap Storage= 2.7 cf x 2 x 4 rows = 21.2 cf 3,259 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Primary 562.00' 2.5" Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads #2 Primary 563.80' 8.0" Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads #3 Primary 564.40' 8.0" Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads Primary OutFlow Max=3.14 cfs @ 12.10 hrs HW=565.19' (Free Discharge) 1=Orifice/Grate (Orifice Controls 0.29 cfs @ 8.45 fps) 2=Orifice/Grate (Orifice Controls 1.72 cfs @ 4.94 fps) 3=Orifice/Grate (Orifice Controls 1.13 cfs @ 3.24 fps)