Station Street Lateral Assessments and Pipe Rehabilitation
Sector: Waste Processing and Treatment • Location: Ontario, Canada
Source: Infrastructure Canada
Pipe rehabilitation from Manhole 167 (Hornak Rd.) to Manhole 53 (Forest Ave.) The total proposed works are for the construction and installation of a structural liner, grouting, and miscellaneous service repairs in the road allowance. This is a recommended ’no-dig’ solution that reduces the impact to the area and reduces impact to the environment. The proposed works on the sewer main are also in p
- Status
- Closed
- Sector
- Waste Processing and Treatment, Water Supply and Storage, Road
- Location
- Ontario, Canada
- Updated
- 22 Jul 2026
- Source
- Infrastructure Canada
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Project Information
Participants
| Not available for this record. |
Status
Original status | completed |
Taiyo status | Closed |
Taiyo last update | 2026-07-22 |
Contact
| Not available for this record. |
Description
Description | Pipe rehabilitation from Manhole 167 (Hornak Rd.) to Manhole 53 (Forest Ave.) The total proposed works are for the construction and installation of a structural liner, grouting, and miscellaneous service repairs in the road allowance. This is a recommended ’no-dig’ solution that reduces the impact to the area and reduces impact to the environment. The proposed works on the sewer main are also in preparation for a future project to remove inflow in this critical area. These works will be part of a series of works needed in order to achieve an ultimate goal of Ministry of Environment and Climate Change (MOECC) F-5-5 compliance. The structural liners are expected to add approximately 50 years to the life expectancy of the sewers. In 2014-2015 the township completed an Inflow and Infiltration Flow Monitoring and a closed-circuit television (CCTV) study on its existing sanitary sewer system. The study identified key areas of sanitary sewer where deficiencies were identified including high levels of infiltration during peak wet weather events. This included sewers on Station Street, Colver Street, and Wade Road. The study noted high level event coefficient of variation (CV) of up to 15.5%, or severe. The study recommends that the areas are critical and need to be considered a priority. Additional CCTV inspections confirmed multiple sources of infiltration, including cracks, displaced joints, and infiltration gushers. A review of the sewer deficiencies determined that a full structural and service repairs within the road allowance is the best approach. |
Original sector | Drinking Water and Wastewater |
Location
Country | Canada |
State | Ontario |
Source
Source | Infrastructure Canada |
URL |
More Details
Record type | Project |
Sector | Waste Processing and Treatment, Water Supply and Storage, Road |
Article published date | 2026-05-31 |
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