2026 05 Storm Water Management Report rcd 5 6 2026

2026-04 Proposed & Existing CondiNOAA 24-hr D 100-Year-Current Rainfall=9.18", P2=3.47" 2026-04 Proposed & Existing CondiNOAA 24-hr D 100-Year-Current Rainfall=9.18", 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 41 HydroCAD® 10.20-7a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 42 Summary for Subcatchment 3S: EDA #2 - Impervious Summary for Subcatchment 4S: EDA #2 - Pervious Runoff = 0.14 cfs @ 12.10 hrs, Volume= 0.011 af, Depth= 8.94" Runoff = 0.16 cfs @ 12.12 hrs, Volume= 0.011 af, Depth= 4.37" Routed to Link 2L : POI #2 Routed to Link 2L : POI #2 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 100-Year-Current Rainfall=9.18", P2=3.47" NOAA 24-hr D 100-Year-Current Rainfall=9.18", P2=3.47" Area (ac) CN Description Area (ac) CN Description 0.015 98 Paved parking, HSG B 0.029 61 >75% Grass cover, Good, HSG B 0.015 100.00% Impervious Area

0.029 61 >75% Grass cover, Good, HSG B 0.015 100.00% Impervious Area 0.029 100.00% Pervious Area 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) 0.5 42 0.0260 1.34 Sheet Flow, A-B 3.8 20 0.0200 0.09 Sheet Flow, A-B Smooth surfaces n= 0.011 P2= 3.47" Grass: Dense n= 0.240 P2= 3.47" 0.3 58 0.0300 3.52 Shallow Concentrated Flow, B-C 0.6 133 0.0290 3.46 Shallow Concentrated Flow, B-C Paved Kv= 20.3 fps Paved Kv= 20.3 fps 0.8 100 Total 4.4 153 Total Subcatchment 3S: EDA #2 - Impervious Subcatchment 4S: EDA #2 - Pervious Hydrograph Hydrograph 0.16 Runoff

6 Runoff Runoff 0.14 cfs 0.17 0.16 cfs 0.15 NOAA 24-hr D 0.16 NOAA 24-hr D 0.14 0.15 0.13 100-Year-Current Rainfall=9.18" 100-Year-Current Rainfall=9.18" 0.14 0.12 P2=3.47" 0.13 P2=3.47" 0.11 Runoff Area=0.015 ac 0.12 Runoff Area=0.029 ac 0.1 Runoff Volume=0.011 af 0.11 Runoff Volume=0.011 af

0.11 Runoff Volume=0.011 af Runoff Depth=8.94" Runoff Depth=4.37" Flow (cfs) Flow (cfs) 0.09 0.1 0.08 Flow Length=100' 0.09 Flow Length=153' 0.08 0.07 Tc=0.8 min Tc=4.4 min 0.07 0.06 CN=98 CN=61 0.06 0.05 0.05 0.04 0.04 0.03

0.04 0.04 0.03 0.03 0.02 0.02 0.01 0.01 0 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 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) Time (hours)