Supporting Documentation · Jan 7, 2026
21 Stormwater Mgmt Report_082025
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9c26e38e95bcb5428dfca133178d03c234659b76b1ff1fcbfaee8036601697e6Indexed text · page 118
Show all pagesNJ DEP 2-hr WQ Rainfall=1.25", P2=4.09" NJA230139 - REV 0 Prepared by Bohler HydroCAD® 10.20-5c s/n 03478 © 2023 HydroCAD Software Solutions LLC Printed 8/6/2025 Page 15 Summary for Link P1: PDA 1A Inflow Area = Inflow = Primary = 59,242 sf, 93.38% Impervious, Inflow Depth = 0.76" for WQ event 2.81 cfs @ 1.05 hrs, Volume= 3,755 cf 2.81 cfs @ 1.05 hrs, Volume= 3,755 cf, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.10 hrs Link P1: PDA 1A Hydrograph 2.81 cfs 3 2.81 cfs Inflow Primary Inflow Area=59,242 sf Flow (cfs) 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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- Sep 29, 2026
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