2026 05 Storm Water Management Report rcd 5 6 2026

2026-04 Proposed & Existing CondiNOAA 24-hr D 2-Year-Projected Rainfall=4.09", P2=4.09" 2026-04 Proposed & Existing CondiNOAA 24-hr D 2-Year-Projected Rainfall=4.09", P2=4.09" 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 21 HydroCAD® 10.20-7a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 22 Summary for Subcatchment 10S: PDA #1 - Impervious (On-Site Conveyance) Summary for Subcatchment 11S: PDA #1 - Pervious (On-Site Conveyance) Runoff = 0.87 cfs @ 12.10 hrs, Volume= 0.066 af, Depth= 3.85" Runoff = 0.18 cfs @ 12.13 hrs, Volume= 0.013 af, Depth= 2.12" Routed to Link 4L : POI #1 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 2-Year-Projected Rainfall=4.09", P2=4.09" NOAA 24-hr D 2-Year-Projected Rainfall=4.09", P2=4.09" Area (ac) CN Description Area (ac) CN Description 0.204 98 Paved parking, HSG D 0.071 80 >75% Grass cover, Good, HSG D 0.204 100.00% Impervious Area

0.071 80 >75% Grass cover, Good, HSG D 0.204 100.00% Impervious Area 0.071 100.00% 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) 1.0 93 0.0188 1.50 Sheet Flow, A-B 3.5 20 0.0200 0.10 Sheet Flow, A-B Smooth surfaces n= 0.011 P2= 4.09" Grass: Dense n= 0.240 P2= 4.09" 1.0 326 0.0115 5.64 6.93 Pipe Channel, B-C 0.5 35 0.0200 1.26 Sheet Flow, B-C 15.0" Round Area= 1.2 sf Perim= 3.9' r= 0.31' Smooth surfaces n= 0.011 P2= 4.09" n= 0.013 Corrugated PE, smooth interior 1.0 326 0.0115 5.64 6.93 Pipe Channel, C-D 2.0 419 Total 15.0" Round Area= 1.2 sf Perim= 3.9' r= 0.31' n= 0.013 Corrugated PE, smooth interior Subcatchment 10S: PDA #1 - Impervious (On-Site Conveyance) 5.0 381 Total

ed PE, smooth interior Subcatchment 10S: PDA #1 - Impervious (On-Site Conveyance) 5.0 381 Total Hydrograph Subcatchment 11S: PDA #1 - Pervious (On-Site Conveyance) 0.95 Runoff Hydrograph 0.87 cfs 0.9 0.85 NOAA 24-hr D 0.2 Runoff 0.18 cfs 0.8 2-Year-Projected Rainfall=4.09" 0.19 0.75 0.18 NOAA 24-hr D P2=4.09" 0.7 0.17 2-Year-Projected Rainfall=4.09" 0.65 Runoff Area=0.204 ac 0.16

0.16 P2=4.09" 0.6 Runoff Volume=0.066 af 0.15 0.14 Runoff Area=0.071 ac Flow (cfs) 0.55 Runoff Depth=3.85" 0.13 0.5 Runoff Volume=0.013 af Flow Length=419' 0.12 Flow (cfs) 0.45 0.11 Runoff Depth=2.12" 0.4 Tc=2.0 min 0.35 0.1 Flow Length=381' CN=98 0.09 0.3

CN=98 0.09 0.3 0.08 Tc=5.0 min 0.25 0.07 CN=80 0.2 0.06 0.15 0.05 0.1 0.04 0.05 0.03 0 0.02 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) 0.01 0 0 2 4 6 8 10 12 14 16 18 20

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)