Southtowns Record

PBA09.10.2026packet

Government
Town of West Seneca
Board
Planning Board
Meeting
Sep 10, 2026, 6:00 p.m.
Posted by publisher
Sep 4, 2026
Kind
Agenda packet
Topics
Water, sewer and drainage, Zoning and land use, Roads and traffic, Budget and taxes, Public safety, Parks and recreation

Original document

Same meeting

Text · page 47 of 84

Read the whole document on one page (all 84 pages, each with its own heading)

6. Capacity Analysis

6.1 Existing 4″ PVC service connection
Full-flow capacity of the 4″ PVC service (n = 0.013) at the minimum building-sewer slope of 1/8″ per foot (S =
0.0104 ft/ft):

 Diameter / area / R  4″ (0.333 ft); A = 0.087 ft²; R = 0.083 ft

 Full-flow capacity  ≈ 0.19 cfs = 87 gpm = 126,000 gpd

 Velocity (full)  2.2 ft/s (≥ 2.0 ft/s minimum ✓)

Peak demand of ≈ 2.0 gpm is about 2% of the 4″ service’s minimum full-flow capacity. The existing service has
ample excess capacity, with more than 85 gpm to spare. At a steeper (typical) slope of 1/4″ per foot the
capacity rises to ≈ 123 gpm.

6.2 Existing 15″ public sewer main
At the minimum design slope for a 15″ sewer (S = 0.15%), and using a conservative lined effective diameter (n
= 0.011), the 15″ main’s full-flow capacity is on the order of:

 Full-flow capacity (minimum slope, conservative)  ≈ 1,100 gpm ≈ 1.6 MGD

 Velocity (full)  ≥ 2.0 ft/s ✓

The 15″ main already conveys the facility’s current flow as part of a much larger tributary area. Because the
project adds no sanitary demand, it places no additional load on the main. Even at the conservative
minimum-slope capacity above, the facility’s peak demand is a negligible fraction (well under 1%) of the
main’s capacity.

7. Conclusions
  ●  No increase in sanitary demand. The addition adds building area only; occupant loads and
  operations are unchanged, so demand remains ≈ 730 gpd average / ≈ 2.0 gpm peak.
  ●  4″ service is adequate. Minimum full-flow capacity ≈ 87 gpm; peak demand uses ≈ 2%, leaving
  substantial excess capacity.
  ●  15″ main is adequate. Capacity on the order of 1,100+ gpm; the main already conveys the facility’s
  flow and receives no additional load from this project.
  ●  No upgrade required. The existing 4″ service and 15″ public main have adequate capacity for the
  facility as proposed.

Appendix A — Representative Unit Design Flow Rates
Representative values for occupancy-based estimating, consistent with the referenced standards.

  Sanitary Sewer Capacity Analysis • 4350 Seneca Street Building Addition • Page 4

  Page 47 of 84