Text · page 225 of 1493
Read the whole document on one page (all 1493 pages, each with its own heading)
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 25 Summary for Subcatchment PS-1: Runoff = 1.71 cfs @ 12.04 hrs, Volume= 0.094 af, Depth= 1.78" Routed to Pond BIO-1 : Filtration Bioretention 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 9,376 98 Paved parking, HSG D 18,220 80 >75% Grass cover, Good, HSG D 27,596 86 Weighted Average 18,220 66.02% Pervious Area 9,376 33.98% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Direct Subcatchment PS-1: Hydrograph Runoff 1.71 cfs NY-West Seneca 24-hr S1 10-yr Rainfall=3.14" Runoff Area=27,596 sf Runoff Volume=0.094 af Runoff Depth=1.78" Flow (cfs) 1 Tc=6.0 min CN=86 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 225 of 1493