1240815StormWaterManagementReportrcd 3 12 2026

512-516 Pleasant Valley Way, West Orange 1240815-pipes3-C NOAA 24-hr D 100-Year-2050 Rainfall=11.52", P2=4.09" Prepared by Casey & Keller, Inc Printed 2/4/2026 HydroCAD® 10.20-7a s/n 03272 © 2025 HydroCAD Software Solutions LLC Summary for Subcatchment 6: Bypass Runoff = 0.27 cfs @ 12.12 hrs, Volume= 0.021 af, Depth= 8.17" Routed to Link 7 : Proposed Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= 0.05 NOAA 24-hr D 100-Year-2050 Rainfall=11.52", P2=4.09" Area (sf) CN Description 1,318 74 >75% Grass cover, Good, HSG C 1,318 74 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.4 100 0.0650 0.31 Sheet Flow, 1 Grass: Short n= 0.150 P2= 4.09" 0.1 28 0.0900 4.50 Shallow Concentrated Flow, 2 Grassed Waterway Kv= 15.0 fps 5.5 128 Total Subcatchment 6: Bypass Hydrograph 0.3 Runoff 0.27 cfs 0.28 NOAA 24-hr D 0.26 100-Year-2050 Rainfall=11.52" 0.24 P2=4.09" 0.22 Runoff

P2=4.09" 0.22 Runoff Area=1,318 sf 0.2 0.18 Runoff Volume=0.021 af Flow (cfs) 0.16 Runoff Depth=8.17" 0.14 Flow Length=128' 0.12 Tc=5.5 min 0.1 CN=74/0 0.08 0.06 0.04 0.02 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) 113