Supporting Documentation · May 28, 2026
Stormwater Management Report Feb 2026 resubmissionrcd 2 26 2026
bb2e9885fa99ae6e9e62b20eaa5ccc7c986fd6d8d1c0dc89012b847bb63faca4Indexed text · page 97
Show all pages2026-02 Proposed Conditions - AJ NOAA 24-hr D 100-Year-Current Rainfall=9.18", P2=3.47" Prepared by Dynamic Engineering Printed 2/16/2026 HydroCAD® 10.20-7a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 51 Summary for Link 2L: POI #1 Inflow Area = 0.637 ac, 68.48% Impervious, Inflow Depth = 8.09" for 100-Year-Current event Inflow = 4.89 cfs @ 12.11 hrs, Volume= 0.429 af Primary = 4.89 cfs @ 12.11 hrs, Volume= 0.429 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.001 hrs Link 2L: POI #1 Hydrograph Inflow 4.89 cfs Primary 4.89 cfs 5 Inflow Area=0.637 ac 4 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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- Sep 29, 2026
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