JMA02P003 262 270 Main Street Development Stormwater Management Report

Existing Flows NOAA10 24-hr D 100-Year-Current Rainfall=9.18" Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net Printed 5/26/2026 HydroCAD® 10.20-8a Sampler s/n S05110 © 2025 HydroCAD Software Solutions LLC This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and educational use ONLY. For actual design or modeling applications you MUST use a full version of HydroCAD which may be purchased at www.hydrocad.net. Full programs also include complete technical support,training materials, and additional features which are essential for actual design work. Summary for Subcatchment 1S: Existing Impervious Runoff = 7.21 cfs @ 12.06 hrs, Volume= 22,286 cf, Depth= 8.94" Routed to Link 3L : Total Site Flows Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs NOAA10 24-hr D 100-Year-Current Rainfall=9.18" Area (sf) CN Description 11,049 98 Roofs, HSG C 18,867 98 Paved parking, HSG C 29,916 98 Weighted Average 29,916 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 0.7 100 0.0750 2.42 Sheet Flow, Smooth surfaces n= 0.011 P2= 3.43" 0.2 66 0.0530 4.67 Shallow Concentrated Flow, Paved Kv= 20.3 fps 0.9 166 Total

Existing Flows NOAA10 24-hr D 100-Year-Current Rainfall=9.18" Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net Printed 5/26/2026 HydroCAD® 10.20-8a Sampler s/n S05110 © 2025 HydroCAD Software Solutions LLC This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and educational use ONLY. For actual design or modeling applications you MUST use a full version of HydroCAD which may be purchased at www.hydrocad.net. Full programs also include complete technical support,training materials, and additional features which are essential for actual design work. Subcatchment 1S: Existing Impervious Hydrograph 8 Runoff 7.21 cfs 7 NOAA10 24-hr D 100-Year-Current Rainfall=9.18" 6 Runoff Area=29,916 sf Runoff Volume=22,286 cf 5 Runoff Depth=8.94" Flow (cfs) Flow Length=166' 4 Tc=0.9 min CN=98 3 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)

Existing Flows NOAA10 24-hr D 100-Year-Current Rainfall=9.18" Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net Printed 5/26/2026 HydroCAD® 10.20-8a Sampler s/n S05110 © 2025 HydroCAD Software Solutions LLC This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and educational use ONLY. For actual design or modeling applications you MUST use a full version of HydroCAD which may be purchased at www.hydrocad.net. Full programs also include complete technical support,training materials, and additional features which are essential for actual design work. Hydrograph for Subcatchment 1S: Existing Impervious Time Precip. Excess Runoff Time Precip. Excess Runoff (hours) (inches) (inches) (cfs) (hours) (inches) (inches) (cfs) 0.00 0.00 0.00 0.00 47.00 9.18 8.94 0.00 1.00 0.12 0.02 0.04 48.00 9.18 8.94 0.00 2.00 0.26 0.11 0.08 49.00 9.18 8.94 0.00 3.00 0.42 0.25 0.10 50.00 9.18 8.94 0.00 4.00 0.60 0.41 0.12 51.00 9.18 8.94 0.00 5.00 0.80 0.60 0.14 52.00 9.18 8.94 0.00 6.00 1.02 0.81 0.15 53.00 9.18 8.94 0.00 7.00 1.26 1.05 0.17 54.00 9.18 8.94 0.00 8.00 1.53 1.31 0.18 55.00 9.18 8.94 0.00 9.00 1.81 1.58 0.21 56.00 9.18 8.94 0.00 10.00 2.20 1.97 0.28 57.00 9.18 8.94 0.00 11.00 2.72 2.49 0.48 58.00 9.18 8.94 0.00 12.00 4.34 4.11 4.53 59.00 9.18 8.94 0.00 13.00 6.46 6.22 0.49 60.00 9.18 8.94 0.00 14.00 6.98 6.74 0.28 61.00 9.18 8.94 0.00 15.00 7.37 7.13 0.25 62.00 9.18 8.94 0.00 16.00 7.65 7.41 0.19 63.00 9.18 8.94 0.00 17.00 7.92 7.68 0.17 64.00 9.18 8.94 0.00 18.00 8.16 7.92 0.16 65.00 9.18 8.94 0.00 19.00 8.38 8.14 0.15 66.00 9.18

.92 7.68 0.17 64.00 9.18 8.94 0.00 18.00 8.16 7.92 0.16 65.00 9.18 8.94 0.00 19.00 8.38 8.14 0.15 66.00 9.18 8.94 0.00 20.00 8.58 8.34 0.13 67.00 9.18 8.94 0.00 21.00 8.76 8.52 0.12 68.00 9.18 8.94 0.00 22.00 8.92 8.68 0.10 69.00 9.18 8.94 0.00 23.00 9.06 8.82 0.09 70.00 9.18 8.94 0.00 24.00 9.18 8.94 0.06 71.00 9.18 8.94 0.00 25.00 9.18 8.94 0.00 72.00 9.18 8.94 0.00 26.00 9.18 8.94 0.00 27.00 9.18 8.94 0.00 28.00 9.18 8.94 0.00 29.00 9.18 8.94 0.00 30.00 9.18 8.94 0.00 31.00 9.18 8.94 0.00 32.00 9.18 8.94 0.00 33.00 9.18 8.94 0.00 34.00 9.18 8.94 0.00 35.00 9.18 8.94 0.00 36.00 9.18 8.94 0.00 37.00 9.18 8.94 0.00 38.00 9.18 8.94 0.00 39.00 9.18 8.94 0.00 40.00 9.18 8.94 0.00 41.00 9.18 8.94 0.00 42.00 9.18 8.94 0.00 43.00 9.18 8.94 0.00 44.00 9.18 8.94 0.00 45.00 9.18 8.94 0.00 46.00 9.18 8.94 0.00

Existing Flows NOAA10 24-hr D 100-Year-Current Rainfall=9.18" Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net Printed 5/26/2026 HydroCAD® 10.20-8a Sampler s/n S05110 © 2025 HydroCAD Software Solutions LLC This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and educational use ONLY. For actual design or modeling applications you MUST use a full version of HydroCAD which may be purchased at www.hydrocad.net. Full programs also include complete technical support,training materials, and additional features which are essential for actual design work. Summary for Subcatchment 2S: Existing Pervious Runoff = 0.06 cfs @ 12.06 hrs, Volume= 151 cf, Depth= 5.99" Routed to Link 3L : Total Site Flows Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs NOAA10 24-hr D 100-Year-Current Rainfall=9.18" Area (sf) CN Description 302 74 >75% Grass cover, Good, HSG C 302 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 1.0 Direct Entry, Subcatchment 2S: Existing Pervious Hydrograph Runoff 0.06 0.06 cfs NOAA10 24-hr D 0.055 100-Year-Current Rainfall=9.18" 0.05 Runoff Area=302 sf 0.045 Runoff Volume=151 cf 0.04 Runoff Depth=5.99"

Runoff Volume=151 cf 0.04 Runoff Depth=5.99" Tc=1.0 min Flow (cfs) 0.035 CN=74 0.03 0.025 0.02 0.015 0.01 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)

Existing Flows NOAA10 24-hr D 100-Year-Current Rainfall=9.18" Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net Printed 5/26/2026 HydroCAD® 10.20-8a Sampler s/n S05110 © 2025 HydroCAD Software Solutions LLC This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and educational use ONLY. For actual design or modeling applications you MUST use a full version of HydroCAD which may be purchased at www.hydrocad.net. Full programs also include complete technical support,training materials, and additional features which are essential for actual design work. Hydrograph for Subcatchment 2S: Existing Pervious Time Precip. Excess Runoff Time Precip. Excess Runoff (hours) (inches) (inches) (cfs) (hours) (inches) (inches) (cfs) 0.00 0.00 0.00 0.00 47.00 9.18 5.99 0.00 1.00 0.12 0.00 0.00 48.00 9.18 5.99 0.00 2.00 0.26 0.00 0.00 49.00 9.18 5.99 0.00 3.00 0.42 0.00 0.00 50.00 9.18 5.99 0.00 4.00 0.60 0.00 0.00 51.00 9.18 5.99 0.00 5.00 0.80 0.00 0.00 52.00 9.18 5.99 0.00 6.00 1.02 0.03 0.00 53.00 9.18 5.99 0.00 7.00 1.26 0.08 0.00 54.00 9.18 5.99 0.00 8.00 1.53 0.16 0.00 55.00 9.18 5.99 0.00 9.00 1.81 0.26 0.00 56.00 9.18 5.99 0.00 10.00 2.20 0.45 0.00 57.00 9.18 5.99 0.00 11.00 2.72 0.73 0.00 58.00 9.18 5.99 0.00 12.00 4.34 1.85 0.03 59.00 9.18 5.99 0.00 13.00 6.46 3.58 0.00 60.00 9.18 5.99 0.00 14.00 6.98 4.03 0.00 61.00 9.18 5.99 0.00 15.00 7.37 4.37 0.00 62.00 9.18 5.99 0.00 16.00 7.65 4.62 0.00 63.00 9.18 5.99 0.00 17.00 7.92 4.85 0.00 64.00 9.18 5.99 0.00 18.00 8.16 5.07 0.00 65.00 9.18 5.99 0.00 19.00 8.38 5.26 0.00 66.00 9.18 5.99 0.00 20.00

.00 64.00 9.18 5.99 0.00 18.00 8.16 5.07 0.00 65.00 9.18 5.99 0.00 19.00 8.38 5.26 0.00 66.00 9.18 5.99 0.00 20.00 8.58 5.45 0.00 67.00 9.18 5.99 0.00 21.00 8.76 5.61 0.00 68.00 9.18 5.99 0.00 22.00 8.92 5.76 0.00 69.00 9.18 5.99 0.00 23.00 9.06 5.88 0.00 70.00 9.18 5.99 0.00 24.00 9.18 5.99 0.00 71.00 9.18 5.99 0.00 25.00 9.18 5.99 0.00 72.00 9.18 5.99 0.00 26.00 9.18 5.99 0.00 27.00 9.18 5.99 0.00 28.00 9.18 5.99 0.00 29.00 9.18 5.99 0.00 30.00 9.18 5.99 0.00 31.00 9.18 5.99 0.00 32.00 9.18 5.99 0.00 33.00 9.18 5.99 0.00 34.00 9.18 5.99 0.00 35.00 9.18 5.99 0.00 36.00 9.18 5.99 0.00 37.00 9.18 5.99 0.00 38.00 9.18 5.99 0.00 39.00 9.18 5.99 0.00 40.00 9.18 5.99 0.00 41.00 9.18 5.99 0.00 42.00 9.18 5.99 0.00 43.00 9.18 5.99 0.00 44.00 9.18 5.99 0.00 45.00 9.18 5.99 0.00 46.00 9.18 5.99 0.00

Existing Flows NOAA10 24-hr D 100-Year-Current Rainfall=9.18" Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net Printed 5/26/2026 HydroCAD® 10.20-8a Sampler s/n S05110 © 2025 HydroCAD Software Solutions LLC This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and educational use ONLY. For actual design or modeling applications you MUST use a full version of HydroCAD which may be purchased at www.hydrocad.net. Full programs also include complete technical support,training materials, and additional features which are essential for actual design work. Summary for Link 3L: Total Site Flows Inflow Area = 30,218 sf, 99.00% Impervious, Inflow Depth = 8.91" for 100-Year-Current event Inflow = 7.27 cfs @ 12.06 hrs, Volume= 22,437 cf Primary = 7.27 cfs @ 12.06 hrs, Volume= 22,437 cf, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Link 3L: Total Site Flows Hydrograph Inflow 8 7.27 cfs Primary 7.27 cfs Inflow Area=30,218 sf 7 6 5 Flow (cfs) 4 3 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)

Existing Flows NOAA10 24-hr D 100-Year-Current Rainfall=9.18" Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net Printed 5/26/2026 HydroCAD® 10.20-8a Sampler s/n S05110 © 2025 HydroCAD Software Solutions LLC This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and educational use ONLY. For actual design or modeling applications you MUST use a full version of HydroCAD which may be purchased at www.hydrocad.net. Full programs also include complete technical support,training materials, and additional features which are essential for actual design work. Hydrograph for Link 3L: Total Site Flows Time Inflow Elevation Primary Time Inflow Elevation Primary (hours) (cfs) (feet) (cfs) (hours) (cfs) (feet) (cfs) 0.00 0.00 0.00 0.00 47.00 0.00 0.00 0.00 1.00 0.04 0.00 0.04 48.00 0.00 0.00 0.00 2.00 0.08 0.00 0.08 49.00 0.00 0.00 0.00 3.00 0.10 0.00 0.10 50.00 0.00 0.00 0.00 4.00 0.12 0.00 0.12 51.00 0.00 0.00 0.00 5.00 0.14 0.00 0.14 52.00 0.00 0.00 0.00 6.00 0.15 0.00 0.15 53.00 0.00 0.00 0.00 7.00 0.17 0.00 0.17 54.00 0.00 0.00 0.00 8.00 0.19 0.00 0.19 55.00 0.00 0.00 0.00 9.00 0.21 0.00 0.21 56.00 0.00 0.00 0.00 10.00 0.28 0.00 0.28 57.00 0.00 0.00 0.00 11.00 0.48 0.00 0.48 58.00 0.00 0.00 0.00 12.00 4.57 0.00 4.57 59.00 0.00 0.00 0.00 13.00 0.50 0.00 0.50 60.00 0.00 0.00 0.00 14.00 0.29 0.00 0.29 61.00 0.00 0.00 0.00 15.00 0.25 0.00 0.25 62.00 0.00 0.00 0.00 16.00 0.19 0.00 0.19 63.00 0.00 0.00 0.00 17.00