29906 15 Ridgeway West Orange 5 26 26 HydroCAD Report

29906 15 Ridgeway West Orange Second Su NJ DEP 2-hr WQDS Rainfall=1.25", P2=3.44" Prepared by Ensurplan Inc Printed 5/26/2026 HydroCAD® 10.20-8a s/n 11646 © 2025 HydroCAD Software Solutions LLC Page 49 Summary for Pond 12P: Front Yard Basin Inflow Area = 0.305 ac, 50.99% Impervious, Inflow Depth = 0.37" for WQDS event Inflow = 0.48 cfs @ 1.08 hrs, Volume= 0.009 af Outflow = 0.02 cfs @ 2.00 hrs, Volume= 0.009 af, Atten= 97%, Lag= 55.4 min Discarded = 0.02 cfs @ 2.00 hrs, Volume= 0.009 af Primary = 0.00 cfs @ 2.00 hrs, Volume= 0.000 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 / 2 Peak Elev= 563.65' @ 2.00 hrs Surf.Area= 1,086 sf Storage= 352 cf Plug-Flow detention time= 213.1 min calculated for 0.009 af (100% of inflow) Center-of-Mass det. time= 213.0 min ( 286.3 - 73.3 ) Volume Invert Avail.Storage Storage Description #1A 563.00' 1,082 cf 12.75'W x 85.17'L x 4.00'H Field A 4,343 cf Overall - 1,638 cf Embedded = 2,705 cf x 40.0% Voids #2A 563.50' 1,638 cf Cultec R-360HD x 44 Inside #1 Effective Size= 54.9"W x 36.0"H => 9.99 sf x 3.67'L = 36.6 cf Overall Size= 60.0"W x 36.0"H x 4.17'L with 0.50' Overlap 44 Chambers in 2 Rows Cap Storage= 6.5 cf x 2 x 2 rows = 25.8 cf 2,720 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 563.00' 0.500 in/hr Exfiltration over Horizontal area below 563.50' Conductivity to Groundwater Elevation = 560.30' #2 Primary 563.65' 2.5" Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads #3 Primary 564.30' 6.0" Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads #4 Primary 564.70' 5.0" Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads #5 Primary 566.95' 4.0'

Orifice/Grate C= 0.600 Limited to weir flow at low heads #4 Primary 564.70' 5.0" Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads #5 Primary 566.95' 4.0' long x 1.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 Coef. (English) 2.69 2.72 2.75 2.85 2.98 3.08 3.20 3.28 3.31 3.30 3.31 3.32 Discarded OutFlow Max=0.02 cfs @ 2.00 hrs HW=563.65' (Free Discharge) 1=Exfiltration ( Controls 0.02 cfs) Primary OutFlow Max=0.00 cfs @ 2.00 hrs HW=563.65' (Free Discharge) 2=Orifice/Grate (Orifice Controls 0.00 cfs @ 0.16 fps) 3=Orifice/Grate ( Controls 0.00 cfs) 4=Orifice/Grate ( Controls 0.00 cfs) 5=Broad-Crested Rectangular Weir ( Controls 0.00 cfs)