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E_App E_Post-Development Model NY-West Seneca 24-hr S1 10-yr Rainfall=3.14" Prepared by Labella Associates Printed 4/20/2026 HydroCAD® 10.20-7a s/n 09581 © 2025 HydroCAD Software Solutions LLC Page 26 Summary for Subcatchment PS-2: Runoff = 6.39 cfs @ 12.04 hrs, Volume= 0.372 af, Depth= 2.69" Routed to Pond CH-1 : Chambers Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs NY-West Seneca 24-hr S1 10-yr Rainfall=3.14" Area (sf) CN Description 64,081 98 Paved parking, HSG D 8,235 80 >75% Grass cover, Good, HSG D 72,316 96 Weighted Average 8,235 11.39% Pervious Area 64,081 88.61% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Direct Subcatchment PS-2: Hydrograph 7 Runoff 6.39 cfs NY-West Seneca 24-hr S1 10-yr 6 Rainfall=3.14" Runoff Area=72,316 sf 5 Runoff Volume=0.372 af Runoff Depth=2.69" Flow (cfs) 4 Tc=6.0 min CN=96 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) Page 226 of 1493