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 105 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 30

  Summary for Pond EX RCVR: EX RCVR

Inflow Area =  0.500 ac, 78.00% Impervious, Inflow Depth > 1.08" for 1-yr event
Inflow  =  0.45 cfs @ 12.02 hrs, Volume=  0.045 af
Outflow  =  0.45 cfs @ 12.02 hrs, Volume=  0.045 af, Atten= 0%, Lag= 0.0 min
Primary  =  0.45 cfs @ 12.02 hrs, Volume=  0.045 af
  Routed to Link POST : Post Development

Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs
Peak Elev= 900.03' @ 12.02 hrs

Device  Routing  Invert  Outlet Devices
  #1  Primary  899.60'  12.0" Round 12" HDPE L= 121.0' RCP, square edge headwall, Ke= 0.500
  Inlet / Outlet Invert= 899.60' / 899.23' S= 0.0031 '/' Cc= 0.900
  n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.79 sf

Primary OutFlow Max=0.43 cfs @ 12.02 hrs HW=900.02' TW=0.00' (Dynamic Tailwater)
  1=12" HDPE (Barrel Controls 0.43 cfs @ 2.02 fps)

  Pond EX RCVR: EX RCVR

12" HDPE