Southtowns Record

TBA01.26.2026packet

Government
Town of West Seneca
Board
Town Board
Meeting
Jan 26, 2026, 6:00 p.m.
Posted by publisher
Jan 23, 2026
Kind
Agenda packet
Topics
Water, sewer and drainage, Budget and taxes, Public safety, Parks and recreation, Zoning and land use, Roads and traffic, Audits and oversight, Housing

Original document

Same meeting

Text · page 154 of 301

Read the whole document on one page (all 301 pages, each with its own heading)

John Story | QA/QC – Wastewater

coordination with NYSDOT, NYSDEC, and USACE for  inspection, sewer cleaning, standard operating
crossing Gott Creek, and the use of open cut and  procedures, root control, wet weather operating plan,
trenchless auger bore installations. The project aims  and emergency overflow response plan.
to reduce surcharging in the Dodge Road Interceptor
and support future development with minimal  Lift Station 8 Discharge Forcemain
disturbance to residents and businesses. Upon  Project Manager |
completion, the parallel interceptor sewer will  Town of Grand Island | Grand Island, NY, USA
enhance sewer capacity and support growth in
Clarence and ECSD No.5.  As part of an Order on Consent with the NYSDEC to
  evaluate and abate SSOs, John has been assisting the
Wastewater Facilities Plan and Sanitary Sewer  Town to identify and remove iI/I sources for the past
Overflow (SSO) Abatement Plan  10 years. GHD was retained to evaluate the hydraulics
  of the system and review alternatives to increase the
Project Engineer |  size of the LS-8 forcemain, which was originally
Town of Grand Island | Grand Island, NY, USA  constructed in the mid-1970s and had reached the
Evaluation of the existing collection system and  end of its service life. The existing 16-inch diameter
3.5 mgd wastewater treatment plant in accordance  asbestos cement pipe (ACP) was limiting LS-8 from
with an order on consent issued by the NYSDEC for  pumping at full capacity, resulting in frequent backups
the elimination of SSOs. The evaluation included a  and discharges. GHD recommended replacing the 16-
capacity analysis of the collection system and WWTP  inch ACP pipe with a 20-inch diameter PVC
based on projected year 2030 flows and loads.  forcemain. The new forcemain alignment totaled
Alternatives were developed to eliminate SSOs in the  10,350 linear feet and included work within the New
system; including pump station upgrades, new sewers,  York State Thruway Authority property, crossings
sewer repairs, and identification and removal of wet  beneath high-pressure oil and gas lines, cased-bore
weather I/I sources. Temporary flowmeters were  stream and road crossings, and open-cut excavation
utilized to prioritize mini-systems most prone to I/I. A  within National Grid’s high voltage transmission line
model was developed to estimate the effectiveness of  easement. The project also involved three new
each alternative toward the goal of SSO elimination. A  interconnections, including a deep excavation
phased sanitary sewer evaluation survey (SSES) work
  protected with steel soldier piles and timber lagging,
plan was developed to prioritize I/I removal and
  and a vortex flow insert to mitigate hydrogen sulfide
collection system improvement projects over a 10-year
  off-gassing. Several air relief chambers were included
planning horizon.
  along the forcemain route for pressure testing. The
  project was substantially complete and operational by
Collection System Evaluation
  July 2020.
Project Engineer |
Rockland County Sewer District No. 1 | Rockland  Main Pump Station Upgrade
County, NY, USA
  Project Engineer |
The evaluation included 22 pumping stations, over  City of Tonawanda | Tonawanda, NY, USA
100 miles of interceptors, 530 miles of 8-inch sewer
lines, and 1,000 miles of building connections. The  The project included replacement of existing vertical
New York State Department of Environmental  centrifugal pumps with new dry-pit submersible
Conservation issued an order on consent to develop  pumps. Two new 215-horsepower pumps were
an abatement program to address Sanitary Sewer  provided. A new controls system was developed to
Overflows. Assisted in the development of the  operate the pumps with new variable frequency drives.
collection system model and performed hydraulic  The peak flow of the station is 14.6 million gallons per
calculations to evaluate alternatives for control of the  day.
discharges. Developed construction cost estimates for
recommended improvements.  Career history

Capacity, Management, Operations, and  2003 - present  GHD, Project Manager
Maintenance Program
Project Engineer |
Niagara Falls Water Board | Niagara Falls, NY, USA
Assisted in preparing SSO summary reports for
regulatory agencies, and worked with NFWB staff to
implement new Capacity, Management, Operations,
and Maintenance (CMOM) Program requirements that
were written into their SPDES permit. Written plans
included procedural documentation for sewer

T +1 716 242-6928 | M +1 716 536-0863 | E [email protected]  ghd.com

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