Supporting Documentation · May 28, 2026
Stormwater Management Report Feb 2026 resubmissionrcd 2 26 2026
bb2e9885fa99ae6e9e62b20eaa5ccc7c986fd6d8d1c0dc89012b847bb63faca4Indexed text · page 113
Show all pages2026-02 Proposed Conditions - AJH NJ DEP 2-hr WQ Rainfall=1.25", P2=4.09" Prepared by Dynamic Engineering Printed 2/16/2026 HydroCAD® 10.20-7a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 5 Pond 2P: BIO BASIN Hydrograph Inflow 0.30 cfs Primary 0.32 0.3 Inflow Area=0.140 ac 0.28 0.26 Peak Elev=622.86' 0.24 Storage=369 cf 0.22 0.2 Flow (cfs) 0.18 0.16 0.14 0.12 0.1 0.08 0.06 0.04 0.00 cfs 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)
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