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D_App D_Pre-Development Model NY-West Seneca 24-hr S1 10-yr Rainfall=3.14" Prepared by Labella Associates Printed 4/17/2026 HydroCAD® 10.20-7a s/n 09581 © 2025 HydroCAD Software Solutions LLC Page 9 Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method Subcatchment ES-1: W Site Runoff Area=337,194 sf 11.34% Impervious Runoff Depth=1.49" Flow Length=391' Tc=14.0 min CN=82 Runoff=12.32 cfs 0.961 af Subcatchment ES-2: E Site Runoff Area=147,058 sf 5.28% Impervious Runoff Depth=1.42" Flow Length=390' Tc=19.4 min CN=81 Runoff=4.40 cfs 0.400 af Reach AP-1: Cayuga Creek Inflow=16.27 cfs 1.361 af Outflow=16.27 cfs 1.361 af Total Runoff Area = 11.117 ac Runoff Volume = 1.361 af Average Runoff Depth = 1.47" 90.50% Pervious = 10.061 ac 9.50% Impervious = 1.056 ac Page 185 of 359