Stormwater Management Report Feb 2026 resubmissionrcd 2 26 2026

2026-02 Proposed Conditions - AJ NOAA 24-hr D 10-Year-Projected Rainfall=6.37", P2=4.09" Prepared by Dynamic Engineering Printed 2/16/2026 HydroCAD® 10.20-7a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 13 Summary for Subcatchment 2S: EDA #1 - Pervious Runoff = 0.68 cfs @ 12.12 hrs, Volume= 0.045 af, Depth= 2.26" Routed to Link 1L : POI #1 Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.001 hrs NOAA 24-hr D 10-Year-Projected Rainfall=6.37", P2=4.09" Area (ac) CN Description 0.241 61 >75% Grass cover, Good, HSG B 0.241 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 3.7 34 0.0500 0.15 Sheet Flow, A-B Grass: Dense n= 0.240 P2= 4.09" 0.5 124 0.0410 4.11 Shallow Concentrated Flow, B-C Paved Kv= 20.3 fps 0.1 13 0.0030 2.69 2.11 Pipe Channel, C-D 12.0" Round Area= 0.8 sf Perim= 3.1' r= 0.25' n= 0.012 Concrete pipe, finished 0.2 96 0.0144 6.84 8.40 Pipe Channel, D-E 15.0" Round Area= 1.2 sf Perim= 3.9' r= 0.31' n= 0.012 Concrete pipe, finished 4.5 267 Total Subcatchment 2S: EDA #1 - Pervious Hydrograph 0.75 Runoff 0.68 cfs 0.7 0.65 NOAA 24-hr D 10-Year-Projected Rainfall=6.37" 0.6

NOAA 24-hr D 10-Year-Projected Rainfall=6.37" 0.6 P2=4.09" 0.55 Runoff Area=0.241 ac 0.5 Runoff Volume=0.045 af 0.45 Runoff Depth=2.26" Flow (cfs) 0.4 Flow Length=267' 0.35 Tc=4.5 min 0.3 CN=61 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)