Stormwater Management Report Feb 2026 resubmissionrcd 2 26 2026

2026-02 Proposed Conditions - AJHNOAA 24-hr D 2-Year-Projected Rainfall=4.09", P2=4.09" Prepared by Dynamic Engineering Printed 2/16/2026 HydroCAD® 10.20-7a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 8 Summary for Link 1L: POI #1 Inflow Area = 0.637 ac, 62.17% Impervious, Inflow Depth = 2.72" for 2-Year-Projected event Inflow = 1.91 cfs @ 12.10 hrs, Volume= 0.144 af Primary = 1.91 cfs @ 12.10 hrs, Volume= 0.144 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.001 hrs Link 1L: POI #1 Hydrograph Inflow 1.91 cfs Primary 2 1.91 cfs Inflow Area=0.637 ac Flow (cfs) 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)