Southtowns Record

5A.-ENGINEER'S REPORT

Government
Town of Aurora
Board
Town Board
Meeting
Feb 4, 2026
Kind
Other
Topics
Water, sewer and drainage, Zoning and land use, Public safety

Original document

Same meeting

Text · page 125 of 351

Read the whole document on one page (all 351 pages, each with its own heading)

WNY-2500056.00_HydroCAD  extreme_precip_tables_output (29) 24-hr S1 1-yr Rainfall=1.88"
Prepared by Greenman-Pedersen, Inc  Printed 12/18/2025
HydroCAD® 10.20-7a s/n 04560 © 2025 HydroCAD Software Solutions LLC  Page 50

  Summary for Pond RCVR 4: RCVR 4

Inflow Area =  0.080 ac, 87.50% Impervious, Inflow Depth > 1.46" for 1-yr event
Inflow  =  0.17 cfs @ 12.04 hrs, Volume=  0.010 af
Outflow  =  0.17 cfs @ 12.04 hrs, Volume=  0.010 af, Atten= 0%, Lag= 0.0 min
Primary  =  0.17 cfs @ 12.04 hrs, Volume=  0.010 af
  Routed to Pond RCVR 5 : RCVR 5

Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs
Peak Elev= 901.49' @ 12.05 hrs

Device  Routing  Invert  Outlet Devices
  #1  Primary  901.13'  8.0" Round RCVR 4 to RCVR 5 L= 22.0' RCP, square edge headwall, Ke= 0.500
  Inlet / Outlet Invert= 901.13' / 901.04' S= 0.0041 '/' Cc= 0.900
  n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.35 sf

Primary OutFlow Max=0.19 cfs @ 12.04 hrs HW=901.48' TW=901.38' (Dynamic Tailwater)
  1=RCVR 4 to RCVR 5 (Outlet Controls 0.19 cfs @ 1.48 fps)

  Pond RCVR 4: RCVR 4

  RCVR 4 to RCVR 5