Supporting Documentation · Jun 18, 2026
Stormwater Report
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4fde3384ba3ef521c5242ad98500091fcf46d38fc9bd350ece658b7a6cb8dd4cIndexed text · page 53
Show all pages1240815-pipes Prepared by Casey & Keller, Inc 512-516 Pleasant Valley Way, West Orange HydroCAD® 10.20-7a_s/n 03272 © 2025 HydroCAD Software Solutions LLC Water Quality Storm Water Quality Rainfall=1.25", P2=3.47" Printed 8/25/2025 Page 45 Flow (cfs) Subcatchment 2: Parking Lot Hydrograph 46 Water Quality Storm ; Water Quality Rainfall=1.25" ose] P2=3.47" 034 Runoff Area=7,305 sf os Runoff Volume=0.013 af 9264 Runoff Depth=0.95" 0224 Flow Length=92' 0.18 Tc=0.9 min 0.144 CN=74/98 0.124 014 0.084 0.064 0.044 0.024 0 2 4 6 8B 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 7072 Time (hours) 52
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