2026 05 Storm Water Management Report rcd 5 6 2026

2026-04 Proposed & Existing ConditNOAA 24-hr D 10-Year-Current Rainfall=5.38", P2=3.47" 2026-04 Proposed & Existing ConditNOAA 24-hr D 10-Year-Current Rainfall=5.38", P2=3.47" Prepared by Dynamic Engineering Printed 5/5/2026 Prepared by Dynamic Engineering Printed 5/5/2026 HydroCAD® 10.20-7a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 25 HydroCAD® 10.20-7a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 26 Summary for Subcatchment 5S: EDA #3 - Impervious Summary for Subcatchment 6S: EDA #2 - Pervious Runoff = 0.09 cfs @ 12.15 hrs, Volume= 0.008 af, Depth= 5.14" Runoff = 0.13 cfs @ 12.17 hrs, Volume= 0.011 af, Depth= 1.60" Routed to Link 3L : POI #3 Routed to Link 3L : POI #3 Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.001 hrs 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-Current Rainfall=5.38", P2=3.47" NOAA 24-hr D 10-Year-Current Rainfall=5.38", P2=3.47" Area (ac) CN Description Area (ac) CN Description 0.019 98 Unconnected pavement, HSG B 0.084 61 >75% Grass cover, Good, HSG B 0.019 100.00% Impervious Area

0.084 61 >75% Grass cover, Good, HSG B 0.019 100.00% Impervious Area 0.084 100.00% Pervious Area 0.019 100.00% Unconnected Tc Length Slope Velocity Capacity Description Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) (min) (feet) (ft/ft) (ft/sec) (cfs) 9.2 100 0.0540 0.18 Sheet Flow, A-B 0.2 9 0.0200 0.88 Sheet Flow, A-B Grass: Dense n= 0.240 P2= 3.47" Smooth surfaces n= 0.011 P2= 3.47" 0.1 16 0.0540 3.49 Shallow Concentrated Flow, B-C 8.5 91 0.0540 0.18 Sheet Flow, B-C Grassed Waterway Kv= 15.0 fps Grass: Dense n= 0.240 P2= 3.47" 9.3 116 Total 0.0 7 0.0540 3.49 Shallow Concentrated Flow, C-D Grassed Waterway Kv= 15.0 fps Subcatchment 6S: EDA #2 - Pervious 8.7 107 Total Hydrograph Subcatchment 5S: EDA #3 -

Hydrograph Subcatchment 5S: EDA #3 - Impervious Runoff 0.14 0.13 cfs Hydrograph 0.13 NOAA 24-hr D 0.095 0.09 cfs Runoff 0.12 10-Year-Current Rainfall=5.38" 0.09 NOAA 24-hr D 0.11 P2=3.47" 0.085 10-Year-Current Rainfall=5.38" 0.1 Runoff Area=0.084 ac 0.08 0.075 P2=3.47" 0.09 Runoff Volume=0.011 af Flow (cfs) 0.07

Flow (cfs) 0.07 0.08 Runoff Depth=1.60" 0.065 Runoff Area=0.019 ac 0.07 Flow Length=116' 0.06 Runoff Volume=0.008 af Slope=0.0540 '/' Flow (cfs) 0.06 0.055 Runoff Depth=5.14" 0.05 Flow Length=107' 0.05 Tc=9.3 min 0.045 Tc=8.7 min 0.04 CN=61 0.04 0.03 0.035 CN=98 0.03 0.02 0.025

CN=98 0.03 0.02 0.025 0.01 0.02 0.015 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 0.01 Time (hours) 0.005 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)