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WNY-2500056.00_HydroCAD extreme_precip_tables_output (29) 24-hr S1 10-yr Rainfall=3.14" Prepared by Greenman-Pedersen, Inc Printed 12/18/2025 HydroCAD® 10.20-7a s/n 04560 © 2025 HydroCAD Software Solutions LLC Page 105 Summary for Pond RCVR 3: RCVR 3 Inflow Area = 0.150 ac, 93.33% Impervious, Inflow Depth > 2.79" for 10-yr event Inflow = 0.57 cfs @ 12.05 hrs, Volume= 0.035 af Outflow = 0.57 cfs @ 12.05 hrs, Volume= 0.035 af, Atten= 0%, Lag= 0.0 min Primary = 0.57 cfs @ 12.05 hrs, Volume= 0.035 af Routed to Pond RCVR 2 : RCVR 2 Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Peak Elev= 901.12' @ 12.07 hrs Device Routing Invert Outlet Devices #1 Primary 900.48' 8.0" Round RCVR 3 to RCVR 2 L= 39.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 900.48' / 900.32' S= 0.0041 '/' Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.35 sf Primary OutFlow Max=0.49 cfs @ 12.05 hrs HW=901.11' TW=900.94' (Dynamic Tailwater) 1=RCVR 3 to RCVR 2 (Outlet Controls 0.49 cfs @ 1.84 fps) Pond RCVR 3: RCVR 3 RCVR 3 to RCVR 2