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Supporting Documentation · Nov 10, 2024

complete drainage report rev 9

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POA-1 NJ DEP 2-hr WQ Rainfall=1.25" 2024-05-12 HydroCad - Proposed POA 1B-1 Prepared by Anderson Consulting Services HydroCAD® 10.20-5c s/n 06666 © 2023 HydroCAD Software Solutions LLC Printed 10/25/2024 Page 144 Subcatchment 22S: Basin 6 - Imp Hydrograph Runoff 3.98 cfs 4 NJ DEP 2-hr WQ Rainfall=1.25" Runoff Area=56,858 sf Runoff Volume=4,902 cf Runoff Depth=1.03" Flow Length=490' Slope=0.0200 '/' Tc=3.6 min CN=98 Flow (cfs) 3 2 1 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)

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