Supporting Documentation · May 28, 2026
Stormwater Management Report Feb 2026 resubmissionrcd 2 26 2026
bb2e9885fa99ae6e9e62b20eaa5ccc7c986fd6d8d1c0dc89012b847bb63faca4Indexed text · page 54
Show all pages2026-02 Proposed Conditions - AJH NOAA 24-hr D 2-Year-Current Rainfall=3.47", P2=3.47" Prepared by Dynamic Engineering Printed 2/16/2026 HydroCAD® 10.20-7a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 8 Pond 1P: UG BASIN Hydrograph Inflow 0.52 cfs Primary 0.55 Inflow Area=0.142 ac 0.5 0.45 Peak Elev=618.91' 0.4 Storage=0.005 af 0.35 Flow (cfs) 0.3 0.24 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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