Supporting Documentation · Jun 18, 2026
1240815StormWaterManagementReportrcd 3 12 2026
6db6651c28001b5f3edddede51757cf838a28dc31f6fb974ada19f161dfad9c8Indexed text · page 126
Show all pages512-516 Pleasant Valley Way, West Orange 1240815-pipes3-C Water Quality Storm Water Quality Rainfall=1.25", P2=3.47" Prepared by Casey & Keller, Inc Printed 2/4/2026 HydroCAD® 10.20-7a s/n 03272 © 2025 HydroCAD Software Solutions LLC Subcatchment 2: Parking Lot Hydrograph 0.52 Runoff 0.50.46 cfs 0.48 0.46 0.44 Water Quality Storm 0.42 Water Quality Rainfall=1.25" 0.4 0.38 P2=3.47" 0.36 0.34 Runoff Area=7,658 sf 0.32 0.3 Runoff Volume=0.013 af Flow (cfs) 0.28 0.26 Runoff Depth=0.91" 0.24 0.22 Flow Length=92' 0.2 0.18 Tc=1.0 min 0.16 0.14 CN=74/98 0.12 0.1 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) 123
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- Sep 29, 2026
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