City of Ottawa uses cured-in-place lining to rehabilitate sanitary sewer access structures
By Gerald Bauer, P.Eng. and
Phil Reeve, P.Eng.
Installing the one piece Poly-Triplex cured-in-place liner.
The City of Ottawa is a major
urban community of 785,000
people, covering an area of
276,000 hectares. The City has
experienced rapid growth over the last
decade, requiring sewers to be extended
further from the trunk sewer system
and pollution control plant. The local
topography also requires a number of
pumping stations and forcemains to
service the suburban communities.
Due to the length of forcemains, detention
times and configuration of the
main sewers, turbulence is created at
forcemain discharges, resulting in elevated
levels of hydrogen sulfide in
some sewers. This has resulted in
accelerated deterioration of concrete
access structures at two forcemain discharges,
due to biogenic corrosion (i.e.
H2S).
The first structure is located on the
Stittsville Trunk Sewer in Stittsville,
just downstream of a forcemain discharge.
A significant amount of turbulence
is created due to a 6 m drop into
the structure. The second structure is
located on the Hines
Road Trunk in Kanata.
The structure is the discharge
point for a 9 km
long forcemain that
services the Village of
Carp. City officials
concluded that a longterm
rehabilitation solution
was needed to protect
these two access
structures.
The City of Ottawa
retained R.V. Anderson
Associates Limited, in
association with J.L.
Richards & Associates
Limited, to study the problem and
determine a cost-effective solution.
The consulting team collected field
data on the extent of concrete deterioration
and levels of hydrogen sulfide in
the system. Collecting and understanding
all relevant data was critical
to determining a cost-effective solution.
Both access structures are located
in residential areas and are constructed
of pre-cast concrete with varying
dimensions. The Stittsville structure is
a 1600 mm by 1750 mm chamber, 9.5
m deep, built in 1977. A short chimney,
762 mm in diameter, provides
access to the chamber. Due to the
depth of the structure, a safety landing
is located in the chamber. The Hines
Road structure is a 1520 mm diameter
chamber, 6.1 m deep, built in 1980. A
short chimney, 762 mm in diameter,
provides access to the chamber.
The assessment identified various
solutions, including:
Specialty products (patching and
plugging compounds, chimney seals,
lid seals, etc.).
Pressure grouting.
Structural replacement.
Spray-applied cementitious coatings
and liners.
Spray-applied polymer coatings and
linings.
Cured-in-place liners.
Thermoplastic liners.
Full replacement.
Information regarding construction
applicability and limitations, costing,
availability, requirements, experience,
local knowledge and timing was
obtained from suppliers and contractors,
and the various options were carefully
assessed. The City required a
cost-effective solution able to withstand
the corrosive environment at the
structure that would last at least 20
years. The Poly-Triplex® cured-inplace
liner was recommended as it provided
the best long-term rehabilitation
option due to the structure size, location,
geotechnical conditions, and the
corrosive environment. The Poly-
Triplex cured-in-place liner provided
an impenetrable membrane to the
hydrogen sulfide. The project also
included replacement of ladders and
landing systems in 316 stainless steel
with fibre reinforced plastic grating
panels.
Both access structures were lined
without disrupting the sewage flow in
the system, which minimized inconvenience to the area residents
and reduced costs. The work was accomplished by
constructing a platform over the pipe invert in the access
structure. This “trenchless” solution avoided large-scale,
expensive, deep excavations in established residential
neighbourhoods. The installation for each site took one to
two days of preparatory work, one to two days of liner
installation and one to two days of site clean-up.
The Poly-Triplex liner installation used low pressure
steam for curing the resin but this could be replaced with
hot water.
It is estimated that the lining of the two access structures
saved the City about $50,000.00 as compared to full
replacement. This was the first time that a cured-in-place
lining was used to rehabilitate access structures in the
Province of Ontario. The work was completed by Supertec
Wastewater Services Ltd., of Montana.
Gerald Bauer is an Associate with R.V. Anderson
Associates Limited. Phil Reeve is Senior Project Manager
with J.L. Richards & Associates Limited.
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