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WEST SENECA - PRE DEVELOPMENT D_App D_Pre-Development Model_REV 1 NY-West Seneca 24-hr S1 10-yr Rainfall=3.14" Prepared by Labella Associates Printed 7/26/2026 HydroCAD® 10.20-6a s/n 09581 © 2024 HydroCAD Software Solutions LLC Page 16 Summary for Reach AP-1: Cayuga Creek [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 16.122 ac, 6.63% Impervious, Inflow Depth = 1.41" for 10-yr event Inflow = 17.02 cfs @ 12.18 hrs, Volume= 1.900 af Outflow = 17.02 cfs @ 12.18 hrs, Volume= 1.900 af, Atten= 0%, Lag= 0.0 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Reach AP-1: Cayuga Creek Hydrograph Inflow 19 Outflow 17.02 cfs 18 17 17.02 cfs Inflow Area=16.122 ac 16 15 14 13 12 11 Flow (cfs) 10 9 8 7 6 5 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) Page 459 of 1174