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 130 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 55

  Summary for Pond RCVR 5: RCVR 5

Inflow Area =  0.130 ac, 92.31% Impervious, Inflow Depth > 1.53" for 1-yr event
Inflow  =  0.28 cfs @ 12.01 hrs, Volume=  0.017 af
Outflow  =  0.28 cfs @ 12.01 hrs, Volume=  0.017 af, Atten= 0%, Lag= 0.0 min
Primary  =  0.28 cfs @ 12.01 hrs, Volume=  0.017 af
  Routed to Pond SWALE : SWALE

Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs
Peak Elev= 901.41' @ 12.01 hrs

Device  Routing  Invert  Outlet Devices
  #1  Primary  901.04'  8.0" Round RCVR 5 to SWALE L= 89.0' RCP, square edge headwall, Ke= 0.500
  Inlet / Outlet Invert= 901.04' / 900.68' S= 0.0040 '/' Cc= 0.900
  n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.35 sf

Primary OutFlow Max=0.28 cfs @ 12.01 hrs HW=901.41' TW=900.56' (Dynamic Tailwater)
  1=RCVR 5 to SWALE (Barrel Controls 0.28 cfs @ 2.01 fps)

  Pond RCVR 5: RCVR 5
RCVR 5 to SWALE