JMA02P003 262 270 Main Street Development Stormwater Management Report

Existing Flows NOAA10 24-hr D 2-Year-Future Rainfall=4.04" 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 = 3.78" for 2-Year-Future event Inflow = 3.17 cfs @ 12.06 hrs, Volume= 9,527 cf Primary = 3.17 cfs @ 12.06 hrs, Volume= 9,527 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 3.17 cfs Primary 3.17 cfs Inflow Area=30,218 sf 3 Flow (cfs) 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)