Supporting Documentation · May 28, 2026
Stormwater Management Report Feb 2026 resubmissionrcd 2 26 2026
bb2e9885fa99ae6e9e62b20eaa5ccc7c986fd6d8d1c0dc89012b847bb63faca4Indexed text · page 64
Show all pages2026-02 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 18 Pond 1P: UG BASIN Hydrograph Inflow 0.61 cfs Primary 0.65 0.6 Inflow Area=0.142 ac 0.55 Peak Elev=619.13' 0.5 Storage=0.006 af 0.45 0.4 Flow (cfs) 0.35 0.3 0.26 cfs 0.25 0.2 0.15 0.1 0.05 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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