Drainage Report and Supplement 82625

NOAA 24-hr D 2-Year-2050 Rainfall=4.09", P2=4.09" Printed 8/13/2025 Prepared by Stonefield Engineering & Design 2025-08-13_Stormwater Calculations HydroCAD® 10.20-5c s/n 10626 © 2023 HydroCAD Software Solutions LLC Page 30 Summary for Subcatchment E-1: Existing Drainage to Woodland Avenue Runoff = 2.31 cfs @ 12.10 hrs, Volume= 7,101 cf, Depth= 2.65" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-72.00 hrs, dt= 0.01 hrs NOAA 24-hr D 2-Year-2050 Rainfall=4.09", P2=4.09" * Area (sf) 14,526 17,575 32,101 17,575 14,526 Tc (min) 1.8 Length (feet) 19 0.1 24 0.2 33 0.3 41 0.1 30 2.5 147 CN 98 74 85 74 98 Description Impervious Surface >75% Grass cover, Good, HSG C Weighted Average 54.75% Pervious Area 45.25% Impervious Area Slope Velocity Capacity Description (ft/ft) (ft/sec) (cfs) 0.0389 0.18 Sheet Flow, A1-1-A1-2 Grass: Short n= 0.150 P2= 4.09" 0.0367 3.89 Shallow Concentrated Flow, A1-2-A1-3 Paved Kv= 20.3 fps 0.0303 3.53 Shallow Concentrated Flow, A1-3-A1-4 Paved Kv= 20.3 fps 0.0244 2.51 Shallow Concentrated Flow, A1-4-A1-5 Unpaved Kv= 16.1 fps 0.0430 3.34 Shallow Concentrated Flow, A1-5-A1-6 Unpaved Kv= 16.1 fps Total

NOAA 24-hr D 2-Year-2050 Rainfall=4.09", P2=4.09" Printed 8/13/2025 Prepared by Stonefield Engineering & Design 2025-08-13_Stormwater Calculations HydroCAD® 10.20-5c s/n 10626 © 2023 HydroCAD Software Solutions LLC Page 31 Subcatchment E-1: Existing Drainage to Woodland Avenue Hydrograph Runoff 2.31 cfs Flow (cfs) 2 1 0 0 2 4 NOAA 24-hr D 2-Year-2050 Rainfall=4.09" P2=4.09" Runoff Area=32,101 sf Runoff Volume=7,101 cf Runoff Depth=2.65" Flow Length=147' Tc=2.5 min CN=74/98 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)

NOAA 24-hr D 2-Year-2050 Rainfall=4.09", P2=4.09" Printed 8/13/2025 Prepared by Stonefield Engineering & Design 2025-08-13_Stormwater Calculations HydroCAD® 10.20-5c s/n 10626 © 2023 HydroCAD Software Solutions LLC Page 32 Summary for Subcatchment E-2: Existing Drainage to Nicholas Avenue Runoff = 9.65 cfs @ 12.11 hrs, Volume= Routed to nonexistent node POI-2 28,391 cf, Depth= 2.37" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-72.00 hrs, dt= 0.01 hrs NOAA 24-hr D 2-Year-2050 Rainfall=4.09", P2=4.09" * * * Area (sf) 35,530 58,832 4,420 27,460 17,504 143,746 108,216 35,530 Tc (min) 0.0 Length (feet) 4 0.0 3 0.2 29 0.3 45 1.1 107 0.7 77 0.1 27 0.1 24 0.1 17 0.0 16 0.0 7 0.2 52 2.8 408 CN 98 74 70 74 96 82 77 98 Description Impervious Surface >75% Grass cover, Good, HSG C Woods, Good, HSG C Sand Riding Area Gravel surface Weighted Average 75.28% Pervious Area 24.72% Impervious Area Slope Velocity Capacity Description (ft/ft) (ft/sec) (cfs) 0.2410 2.21 Sheet Flow, D1-D2 Smooth surfaces n= 0.011 P2= 4.09" 0.2930 10.99 Shallow Concentrated Flow, D2-D3 Paved Kv= 20.3 fps 0.0340 2.97 Shallow Concentrated Flow, D3-D4 Unpaved Kv= 16.1 fps 0.0220 2.39 Shallow Concentrated Flow, D4-D5 Unpaved Kv= 16.1 fps 0.0100 1.61 Shallow Concentrated Flow, D5-D6 Unpaved Kv= 16.1 fps 0.0130 1.84 Shallow Concentrated Flow, D6-D7 Unpaved Kv= 16.1 fps 0.0370 3.10 Shallow Concentrated Flow, D7-D8 Unpaved Kv= 16.1 fps 0.0420 3.30 Shallow Concentrated Flow, D8-D9 Unpaved Kv= 16.1 fps 0.1170 5.51 Shallow Concentrated Flow, D9-D10 Unpaved Kv= 16.1 fps 0.1220 5.62 Shallow Concentrated Flow, D10-D11 Unpaved Kv= 16.1 fps 0.2860 8.61 Shallow Concentrated Flow, D11-D12 Unpaved Kv= 16.1 fps 0.0580 3.88 Shallow Concentrated Flow, D12-D13 Unpaved Kv= 16.1 fps Total

NOAA 24-hr D 2-Year-2050 Rainfall=4.09", P2=4.09" Printed 8/13/2025 Prepared by Stonefield Engineering & Design 2025-08-13_Stormwater Calculations HydroCAD® 10.20-5c s/n 10626 © 2023 HydroCAD Software Solutions LLC Page 33 Subcatchment E-2: Existing Drainage to Nicholas Avenue Hydrograph Runoff 10 9.65 cfs 9 8 Flow (cfs) 7 6 5 4 3 NOAA 24-hr D 2-Year-2050 Rainfall=4.09" P2=4.09" Runoff Area=143,746 sf Runoff Volume=28,391 cf Runoff Depth=2.37" Flow Length=408' Tc=2.8 min CN=77/98 2 1 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)

NOAA 24-hr D 2-Year-2050 Rainfall=4.09", P2=4.09" Printed 8/13/2025 Prepared by Stonefield Engineering & Design 2025-08-13_Stormwater Calculations HydroCAD® 10.20-5c s/n 10626 © 2023 HydroCAD Software Solutions LLC Page 34 Summary for Subcatchment P-1: Proposed Drainage to Woodland Avenue Runoff = 2.18 cfs @ 12.10 hrs, Volume= Routed to nonexistent node P0I-1 6,604 cf, Depth= 2.46" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-72.00 hrs, dt= 0.01 hrs NOAA 24-hr D 2-Year-2050 Rainfall=4.09", P2=4.09" * * Area (sf) 11,698 9,040 11,500 32,238 20,540 11,698 Tc (min) 1.7 Length (feet) 23 0.1 9 0.2 41 0.2 43 0.2 36 0.1 26 2.5 178 CN 98 74 74 83 74 98 Description Impervious Surface >75% Grass cover, Good, HSG C Sand Riding Area Weighted Average 63.71% Pervious Area 36.29% Impervious Area Slope Velocity Capacity Description (ft/ft) (ft/sec) (cfs) 0.0652 0.23 Sheet Flow, B1-B2 Grass: Short n= 0.150 P2= 4.09" 0.0110 2.13 Shallow Concentrated Flow, B2-B3 Paved Kv= 20.3 fps 0.0220 3.01 Shallow Concentrated Flow, B3-B4 Paved Kv= 20.3 fps 0.0470 4.40 Shallow Concentrated Flow, B4-B5 Paved Kv= 20.3 fps 0.0280 3.40 Shallow Concentrated Flow, B5-B6 Paved Kv= 20.3 fps 0.0310 3.57 Shallow Concentrated Flow, B6-B7 Paved Kv= 20.3 fps Total

NOAA 24-hr D 2-Year-2050 Rainfall=4.09", P2=4.09" Printed 8/13/2025 Prepared by Stonefield Engineering & Design 2025-08-13_Stormwater Calculations HydroCAD® 10.20-5c s/n 10626 © 2023 HydroCAD Software Solutions LLC Page 35 Subcatchment P-1: Proposed Drainage to Woodland Avenue Hydrograph Runoff 2.18 cfs Flow (cfs) 2 1 0 0 2 4 NOAA 24-hr D 2-Year-2050 Rainfall=4.09" P2=4.09" Runoff Area=32,238 sf Runoff Volume=6,604 cf Runoff Depth=2.46" Flow Length=178' Tc=2.5 min CN=74/98 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)

NOAA 24-hr D 2-Year-2050 Rainfall=4.09", P2=4.09" Printed 8/13/2025 Prepared by Stonefield Engineering & Design 2025-08-13_Stormwater Calculations HydroCAD® 10.20-5c s/n 10626 © 2023 HydroCAD Software Solutions LLC Page 36 Summary for Subcatchment P-2: Proposed Drainage to Nicholas Avenue Runoff = 9.61 cfs @ 12.11 hrs, Volume= Routed to nonexistent node P0I-2 28,267 cf, Depth= 2.36" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-72.00 hrs, dt= 0.01 hrs NOAA 24-hr D 2-Year-2050 Rainfall=4.09", P2=4.09" * * * Area (sf) 34,911 69,978 22,575 16,145 143,609 108,698 34,911 Tc (min) 0.0 Length (feet) 4 0.0 3 0.2 29 0.3 45 1.1 107 0.7 77 0.1 27 0.1 24 0.1 17 0.0 16 0.0 7 0.2 52 2.8 408 CN 98 74 74 96 82 77 98 Description Impervious Surface >75% Grass cover, Good, HSG C Sand Riding Area Gravel surface Weighted Average 75.69% Pervious Area 24.31% Impervious Area Slope Velocity Capacity Description (ft/ft) (ft/sec) (cfs) 0.2410 2.21 Sheet Flow, D1-D2 Smooth surfaces n= 0.011 P2= 4.09" 0.2930 10.99 Shallow Concentrated Flow, D2-D3 Paved Kv= 20.3 fps 0.0340 2.97 Shallow Concentrated Flow, D3-D4 Unpaved Kv= 16.1 fps 0.0220 2.39 Shallow Concentrated Flow, D4-D5 Unpaved Kv= 16.1 fps 0.0100 1.61 Shallow Concentrated Flow, D5-D6 Unpaved Kv= 16.1 fps 0.0130 1.84 Shallow Concentrated Flow, D6-D7 Unpaved Kv= 16.1 fps 0.0370 3.10 Shallow Concentrated Flow, D7-D8 Unpaved Kv= 16.1 fps 0.0420 3.30 Shallow Concentrated Flow, D8-D9 Unpaved Kv= 16.1 fps 0.1170 5.51 Shallow Concentrated Flow, D9-D10 Unpaved Kv= 16.1 fps 0.1220 5.62 Shallow Concentrated Flow, D10-D11 Unpaved Kv= 16.1 fps 0.2860 8.61 Shallow Concentrated Flow, D11-D12 Unpaved Kv= 16.1 fps 0.0580 3.88 Shallow Concentrated Flow, D12-D13 Unpaved Kv= 16.1 fps Total

NOAA 24-hr D 2-Year-2050 Rainfall=4.09", P2=4.09" Printed 8/13/2025 Prepared by Stonefield Engineering & Design 2025-08-13_Stormwater Calculations HydroCAD® 10.20-5c s/n 10626 © 2023 HydroCAD Software Solutions LLC Page 37 Subcatchment P-2: Proposed Drainage to Nicholas Avenue Hydrograph Runoff 10 9.61 cfs 9 8 Flow (cfs) 7 6 5 4 3 NOAA 24-hr D 2-Year-2050 Rainfall=4.09" P2=4.09" Runoff Area=143,609 sf Runoff Volume=28,267 cf Runoff Depth=2.36" Flow Length=408' Tc=2.8 min CN=77/98 2 1 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)

NOAA 24-hr D 10-Year-2050 Rainfall=6.37", P2=4.09" Printed 8/13/2025 Prepared by Stonefield Engineering & Design 2025-08-13_Stormwater Calculations HydroCAD® 10.20-5c s/n 10626 © 2023 HydroCAD Software Solutions LLC Page 38 Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv. Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method Runoff Area=32,101 sf 45.25% Impervious Runoff Depth=4.69" Flow Length=147' Tc=2.5 min CN=74/98 Runoff=4.07 cfs 12,546 cf Subcatchment E-1: Existing Drainage to Runoff Area=143,746 sf 24.72% Impervious Runoff Depth=4.38" Flow Length=408' Tc=2.8 min CN=77/98 Runoff=17.67 cfs 52,460 cf Subcatchment E-2: Existing Drainage to Subcatchment P-1: Proposed Drainage to Runoff Area=32,238 sf 36.29% Impervious Runoff Depth=4.45" Flow Length=178' Tc=2.5 min CN=74/98 Runoff=3.95 cfs 11,965 cf Subcatchment P-2: Proposed Drainage to Runoff Area=143,609 sf 24.31% Impervious Runoff Depth=4.37" Flow Length=408' Tc=2.8 min CN=77/98 Runoff=17.63 cfs 52,297 cf Total Runoff Area = 351,694 sf Runoff Volume = 129,268 cf Average Runoff Depth = 4.41" 72.51% Pervious = 255,029 sf 27.49% Impervious = 96,665 sf

NOAA 24-hr D 10-Year-2050 Rainfall=6.37", P2=4.09" Printed 8/13/2025 Prepared by Stonefield Engineering & Design 2025-08-13_Stormwater Calculations HydroCAD® 10.20-5c s/n 10626 © 2023 HydroCAD Software Solutions LLC Page 39 Summary for Subcatchment E-1: Existing Drainage to Woodland Avenue Runoff = 4.07 cfs @ 12.10 hrs, Volume= 12,546 cf, Depth= 4.69" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-72.00 hrs, dt= 0.01 hrs NOAA 24-hr D 10-Year-2050 Rainfall=6.37", P2=4.09" * Area (sf) 14,526 17,575 32,101 17,575 14,526 Tc (min) 1.8 Length (feet) 19 0.1 24 0.2 33 0.3 41 0.1 30 2.5 147 CN 98 74 85 74 98 Description Impervious Surface >75% Grass cover, Good, HSG C Weighted Average 54.75% Pervious Area 45.25% Impervious Area Slope Velocity Capacity Description (ft/ft) (ft/sec) (cfs) 0.0389 0.18 Sheet Flow, A1-1-A1-2 Grass: Short n= 0.150 P2= 4.09" 0.0367 3.89 Shallow Concentrated Flow, A1-2-A1-3 Paved Kv= 20.3 fps 0.0303 3.53 Shallow Concentrated Flow, A1-3-A1-4 Paved Kv= 20.3 fps 0.0244 2.51 Shallow Concentrated Flow, A1-4-A1-5 Unpaved Kv= 16.1 fps 0.0430 3.34 Shallow Concentrated Flow, A1-5-A1-6 Unpaved Kv= 16.1 fps Total