This is part of a series of case studies on wastewater projects funded by the FCM's Green Municipal Fund. Each case study provides technical information, project details and tips on best practices.
The Municipality of the District of Argyle, NS, upgraded its wastewater treatment system, replacing its aerated lagoon with a sequence batch reactor and adding ultraviolet disinfection technology and a dewatering sludge management system. The expansion of the sewer system had been delayed because the chlorine disinfection chambers of the 30-year-old plant could no longer consistently clean wastewater to comply with anti-pollution standards.
The upgrades will allow the municipality to expand its sewer system to homes with septic tanks, reducing the risk that groundwater contamination from septic tanks will make drinking water unsafe. Additional plant updates include an energy-efficient wastewater heating system that will lower plant energy costs, as well as a final sludge drying process that will make sewage solids less costly to truck away.
Reasons for the project
- The water treatment system was not compliant with limits set for biochemical oxygen demand (BOD) and total suspended solids (TSS) by the Nova Scotia Environment (formally known as Nova Scotia Department of Environment and Labour) and the Canadian Council of Ministers of the Environment.
Best practices and key lessons
The municipality's experience with this project demonstrates some best practices and key lessons that can inform similar projects.
Optimize long-term returns on investment
- To save energy, the municipality chose a gravity dewatering system (a geo-tube system) rather than a system driven by mechanical force (a Fournier Rotary Press).
- A cost-benefit analysis of multiple treatment options would help in selecting the appropriate technologies, allocating sufficient funds for biosolids disposal and lowering true operating costs for the municipality.
Include contingencies in the project budget and schedule
- It is important to research the full cost of a project in advance and prepare accurate cost estimates to ensure that sufficient funds are set aside. For wastewater capital projects, make sure the tenders received allocate sufficient funds to complete the project as designed and avoid a change of plans mid-stream.
- The third-party costs for disposing of liquid sludge in the first year of operations were high, but the service was necessary while the geo-tube dewatering system was designed and installed.
View of West Pubnico Water Treatment Facility Site in District of Argyle, NS. (Credit: Brad d'Entremont)
This project yielded a number of environmental, social and economic benefits.
- Lower energy use: A heat recovery system reduces energy consumption.
- Improved wastewater quality: Effluent quality has improved with the new treatment process.
- Reduced hazardous residuals: A UV disinfection process is now used instead of chlorination.
- Ecosystem protection: By improving the quality of effluent released into the ocean, the upgraded system will protect shellfish (an important municipal economic resource) and biodiversity.
- Improved public health: The upgrades promote human health by protecting the municipality's groundwater resources and minimizing wastewater infiltration.
- Improved public space: The upgrades have reduced odor emissions, and the upgraded plant is more visually appealing.
- Increased employment: One full-time position was created as well as one part-time position.
- Support for residential growth: Greater wastewater treatment capacity will better support community growth.
- More efficient staff operations: A SCADA (supervisory control and data acquisition) system has been installed for monitoring purposes.
This project was a new facility. Technical highlights are current as of 2013.
Municipal population: 8,252
- Before: Aerated lagoon
- After: Sequencing batch reactor
- Before: Chlorine disinfection system
- After: UV disinfection system
- Before: Biosolids removed from lagoons periodically, as necessary, and sent to landfill
- After: Sludge thickened and disposed of in abandoned landfill
Annual average daily flow (AADF)
- Before: 0.39 MLD (million litres per day)
- After: 0.51 MLD
- Before: 0.65 MLD
- After: 0.91 MLD
Per cent of total capacity used for AADF
- Before: 60 per cent
- After: 56 per cent
Total suspended solids (TSS)
- Before: 54 mg/L
- After: 6 mg/L
Project contact information
Director, Public Works and Property Inspection
Municipality of the District of Argyle, NS
Chief Administrative Officer
Municipality of the District of Argyle, NS
Want to explore all GMF-funded projects? Check out the Projects Database for a complete overview of funded projects and get inspired by municipalities of all sizes, across Canada.