Supporting Documentation · Jun 3, 2026
29906 15 Ridgeway West Orange 5 26 26 HydroCAD Report
0dbe5051e9b6f9baf08b57f0fcaaa8bfdb9783769b948c3ddb275cb66b13a08dIndexed text · page 81
Show all pages29906 15 Ridgeway West Orange Sec NOAA 24-hr D 10-Year-2020 Rainfall=5.38", P2=3.47" Prepared by Ensurplan Inc Printed 5/26/2026 HydroCAD® 10.20-8a s/n 11646 © 2025 HydroCAD Software Solutions LLC Page 64 Summary for Reach 12R: Study Point At Inlet Inflow Area = 1.108 ac, 34.01% Impervious, Inflow Depth = 3.18" for 10-Year-2020 event Inflow = 1.35 cfs @ 12.49 hrs, Volume= 0.294 af Outflow = 1.35 cfs @ 12.49 hrs, Volume= 0.294 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-36.00 hrs, dt= 0.01 hrs Reach 12R: Study Point At Inlet Hydrograph Inflow 1.35 cfs Outflow 1.35 cfs Inflow Area=1.108 ac 1 Flow (cfs) 0 0 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 31 32 33 34 35 36 Time (hours)
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- Sep 29, 2026
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