2026 05 Storm Water Management Report rcd 5 6 2026

0.24 0.16 0.22 Flow (cfs) Flow (cfs) 0.2 0.14 0.18 0.12 0.16 0.1 0.14 0.12 0.08 0.1 0.06 0.08 0.04 0.06 0.04 0.02 0.02 0

0.02 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)

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 63 HydroCAD® 10.20-7a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 64 Summary for Subcatchment 7S: Proposed Roof Summary for Subcatchment 8S: PDA #1 - Impervious to Bio Runoff = 1.37 cfs @ 12.10 hrs, Volume= 0.106 af, Depth= 8.94" Runoff = 0.75 cfs @ 12.10 hrs, Volume= 0.058 af, Depth= 8.94" Routed to Pond 1P : UG BASIN Routed to Pond 2P : BIO BASIN 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 0.142 98 Roofs, HSG D 0.078 98 Paved parking, HSG D 0.142 100.00% Impervious Area

0.078 98 Paved parking, HSG D 0.142 100.00% Impervious Area 0.078 100.00% Impervious 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) 1.0 Direct Entry, 0.5 42 0.0326 1.46 Sheet Flow, A-B Smooth surfaces n= 0.011 P2= 3.47" Subcatchment 7S: Proposed Roof 0.1 18 0.1180 5.53 Shallow Concentrated Flow, B-C (RIP-RAP) Unpaved Kv= 16.1 fps Hydrograph 0.6 60 Total Runoff 1.37 cfs Subcatchment 8S: PDA #1 - Impervious to Bio NOAA 24-hr D

NOAA 24-hr D Hydrograph 100-Year-Current Rainfall=9.18" P2=3.47" 0.8 0.75 cfs Runoff Runoff Area=0.142 ac 0.75 NOAA 24-hr D 1 Runoff Volume=0.106 af 0.7 100-Year-Current Rainfall=9.18" Flow (cfs) Runoff Depth=8.94" 0.65 P2=3.47" Tc=1.0 min 0.6 Runoff Area=0.078 ac

Runoff Area=0.078 ac 0.55 CN=98 Runoff Volume=0.058 af 0.5 Runoff Depth=8.94" Flow (cfs) 0.45 0.4 Flow Length=60' 0.35 Tc=0.6 min 0.3 CN=98 0.25 0

0.25 0 0.2 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 0.15 Time (hours) 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)

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 65 HydroCAD® 10.20-7a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 66 Summary for Subcatchment 9S: PDA #1 - Pervious to Bio Summary for Subcatchment 10S: PDA #1 - Impervious (On-Site Conveyance) Runoff = 0.53 cfs @ 12.13 hrs, Volume= 0.038 af, Depth= 6.74" Runoff = 1.97 cfs @ 12.10 hrs, Volume= 0.152 af, Depth= 8.94" Routed to Pond 2P : BIO BASIN Routed to Link 4L : POI #1 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 0.068 80 >75% Grass cover, Good, HSG D 0.204 98 Paved parking, HSG D 0.068 100.00% Pervious Area

0.204 98 Paved parking, HSG D 0.068 100.00% Pervious Area 0.204 100.00% Impervious 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) 5.2 45 0.0450 0.14 Sheet Flow, A-B 1.1 93 0.0188 1.38 Sheet Flow, A-B Grass: Dense n= 0.240 P2= 3.47" Smooth surfaces n= 0.011 P2= 3.47" 0.2 29 0.0148 2.47 Shallow Concentrated Flow, B-C 1.0 326 0.0115 5.64 6.93 Pipe Channel, B-C Paved Kv= 20.3 fps 15.0" Round Area= 1.2 sf Perim= 3.9' r= 0.31' 0.1 18 0.1180 5.53 Shallow Concentrated Flow, C-D (RIP-RAP) n= 0.013 Corrugated PE, smooth interior Unpaved Kv= 16.1 fps 2.1 419 Total 5.5 92 Total Subcatchment 10S: PDA #1 - Impervious (On-Site Conveyance) Subcatchment 9S: PDA #1 - Pervious to Bio

) Subcatchment 9S: PDA #1 - Pervious to Bio Hydrograph Hydrograph Runoff 1.97 cfs Runoff 0.53 cfs 2 NOAA 24-hr D 0.55 NOAA 24-hr D 100-Year-Current Rainfall=9.18" 0.5 100-Year-Current Rainfall=9.18" P2=3.47" 0.45 P2=3.47" Runoff Area=0.204 ac 0.4 Runoff Area=0.068 ac Runoff