The Capital Regional District (CRD) is committed to protecting the marine environment and providing safe, reliable wastewater treatment for the core area municipalities of Victoria, Esquimalt, Saanich, Oak Bay, View Royal, Langford, Colwood, Esquimalt Nation and Songhees Nation. Since the Core Area Wastewater Treatment Project was completed, the McLoughlin Point Wastewater Treatment Plant has provided advanced primary, secondary and tertiary treatment for core area wastewater.
Before the plant began operating in 2020, core area wastewater received only basic screening before being discharged through marine outfalls. Today, the treatment system exceeds federal requirements and removes approximately 95% of suspended solids and organic pollutants before treated effluent is discharged to the ocean.
Wastewater Facilities
Situated at the entrance of Victoria Harbour, the design of the McLoughlin Point Wastewater Treatment Plant respects the setting and incorporates the highest standards of design, materials and aesthetics. The tertiary wastewater treatment plant at McLoughlin Point in Esquimalt is designed to minimize visual impacts from the water and includes a multi-level green roof, mature landscaping, an observation deck, and education space. The plant was also built to post-disaster standards so it will remain operational following a major earthquake.
Prior to the construction of the Core Area Wastewater Treatment System, all wastewater from the Core Area was screened before being discharged into the marine environment from one of two outfalls, located at Clover Point and Macaulay Point.
Operations
The plant is controlled and monitored 24/7 by specialized wastewater professionals. The plant can treat up to 108 megalitres of wastewater per day, which is enough capacity to accommodate current and future population growth needs. When wastewater arrives at the plant, it goes through primary, secondary and tertiary treatment before it is discharged into the ocean through a new outfall pipe located approximately 2km from shore and buried 60m deep.
Types of Wastewater Treatment
- Primary: The physical separation of solids from wastewater
- Secondary: The biological process that removes dissolved and suspended organic compounds in wastewater
- Tertiary: The physical process that reduces solids that remain after the secondary treatment process
Noise
In accordance with the Township of Esquimalt’s Zoning Bylaw, operational noise from the McLoughlin Point Wastewater Treatment Plant does not exceed 60 decibels (dBA) outside of the plant’s property line (which is similar to an air conditioner).
Odour
The McLoughlin Point Wastewater Treatment Plant was designed so there would be no significant odour impacts to nearby residents. The plant utilizes a layered approach to ensure the minimization of odours including:
- Using state-of-the-art odour control technologies to detect odours
- 24-hour odour control monitoring system
- Detailed procedures for responding to odour issues, in the unlikely event that one occurs
In accordance with the treatment plant design, planned maintenance is undertaken on an annual basis to ensure ongoing efficient and reliable operations. During these periods, there is potential for localized odour generation in the surrounding community.
Residual solids from the McLoughlin Point Wastewater Treatment Plant are piped to the Residuals Treatment Facility at Hartland Landfill, where they are treated and turned into what are known as Class A biosolids.
These biosolids are a high quality by-product suitable for beneficial use. The beneficial use of the biosolids has been determined by the CRD through a separate process.
The Clover Point Pump Station was expanded to pump wastewater to the McLoughlin Point Wastewater Treatment Plant and provides bypass pumping to the existing outfall during storm events. The original pump station was built in the 1970s and pumped sewage directly into the ocean.
The Clover Point Pump Station expansion is underground and below the grade of the adjacent section of Dallas Road. The expanded facility has been constructed out of materials that allow it to blend with the existing facility and surrounding area. It also includes upgraded odour and noise control features, such that there will be no discernible odour or noise to residents once the commissioning phase is complete and the pump station is fully operational.
A number of public amenities were added as part of the construction of the expansion, such as public washrooms, pedestrian and bicycle paths, bicycle facilities, a public plaza, street furniture and road intersection improvements.
The Clover Forcemain transports wastewater from the Clover Point Pump Station to the McLoughlin Point Wastewater Treatment Plant. The pipe runs along Dallas Road from Clover Point to Ogden Point, where it connects to the Victoria cross-harbour undersea pipe.
A cycle path was built to connect Ogden Point to Clover Point along the forcemain route. Other infrastructure improvements built along the route included new sidewalks, benches, bike racks and wayfinding signage.
The new Macaulay Point Pump Station pumps wastewater from western core area municipalities and the Esquimalt and Songhees Nations to the McLoughlin Point Wastewater Treatment Plant for tertiary treatment. It was built to replace the original pump station that pumped sewage directly into the ocean. The Macaulay Forcemain is the 1350mm diameter pipe that connects the Macaulay Point Pump Station to the McLoughlin Point Wastewater Treatment Plant.
The new Macaulay Point Pump Station will continue to provide bypass pumping to the Macaulay Point outfall during heavy rainfall
The design for the pump station considers its location on the waterfront, greatly improving the visual impact of the building and creating a park-like amenity for the community to enjoy. The new pump station is mostly below-grade with one storey above ground and a pitched roof that slopes towards the ocean. The design applies Leadership in Energy and Environmental Design (LEED) principles including a rain garden, native plants to reduce irrigation requirements, low-level lighting to minimize light pollution, and a green roof.
The Residual Solids Conveyance Line (RSCL) includes two pipes along with three small pump stations. The first pipe is 250mm (10 inches) in diameter and 19.3km long, and transports residual solids from the McLoughlin Point Wastewater Treatment Plant to the Residuals Treatment Facility for treatment. The second pipe is 300mm (12 inches) in diameter and 12.4km long, and returns the liquid removed from the residual solids during the treatment process to the Marigold Pump Station. From there it is returned to the McLoughlin Point Wastewater Treatment Plant through the existing conveyance system.
The three pump stations are used to move the wastewater from a lower elevation to a higher elevation. They are within the road right-of-way and are located at:
- Interurban Road and Courtland Avenue
- Interurban Rail Trail near West Saanich Road and Observatory Road
- Willis Point Road within the footprint of the Hartland Landfill
The pump stations are designed with state-of-the-art odour control systems that contain and suppress odour so there is no discernible odour in the community. Operating noise is minimal and complies with District of Saanich standard practice. Landscaping features include a variety of trees, shrubs and ground coverings that will be planted and maintained.
The Arbutus Attenuation Tank, located on CRD-owned land in Haro Woods, is a 5,000m3 underground concrete tank that will temporarily store wastewater flows during high volume storm events to reduce the number of sewer overflows. High volume storm events usually occur in the winter and during these events excess wet weather flows will be diverted into the Arbutus Attenuation Tank. Once the high storm flow has passed, the tank will empty back into the existing sewer system to the Clover Point Pump Station and then to the McLoughlin Point Wastewater Treatment Plant for tertiary treatment.
Once the tank is emptied, an automatic cleaning system will be activated to clean the floors, walls and columns of the tank. CRD staff inspect the tank after each use to ensure it is cleaned and that all wastewater has drained back into the sewer system. The temporary storage of wastewater will reduce the number of overflows and impacts along the coastline. The tank will be kept under negative air pressure to draw air within the tank directly into an activated carbon absorber system that will contain and suppress potential odours.
Construction of the tank began in summer 2019 and was completed in December 2021.
The Trent Forcemain includes 1.9 km of pipe installed from the intersection of Chandler Ave and St Charles Street to the Clover Point Pump Station.
The eastern branch of the Capital Regional District’s core area conveyance system collects wastewater from Saanich, Oak Bay, and Victoria, directing it to the Clover Point Pump Station. The Trent Forcemain construction will increase the capacity of this system and reduce wet weather overflows.
Construction began in February 2020 and was completed in 2021.
McLoughlin Point Wastewater Treatment Plant Standard Facility Wastewater Bypasses
To keep this complex facility operating safely and reliably 24 hours a day, ongoing maintenance and equipment replacements are occasionally required and can only be completed through carefully managed and regulated wastewater bypasses.
A wastewater bypass occurs when part of the treatment process is temporarily taken offline and wastewater is directed around specific treatment stages, such as secondary or tertiary filters. Bypasses may be required for essential maintenance, urgent repairs or high-flow conditions during heavy rainfall to protect treatment processes and public infrastructure.
When bypasses occur at McLoughlin Point, primary treatment remains in place where possible. Planned bypasses are regulated activities that require provincial and federal authorization, public notification, environmental monitoring and reporting to regulators.
Since the plant was commissioned in 2020, the CRD has completed two planned bypasses of secondary and tertiary treatment at McLoughlin Point. These occurred between March 2025 and May 2026. In both cases, primary treatment continued throughout the work, the bypasses were completed under regulatory authorization, and every effort was made to keep the duration as short as possible.
Bypasses are carefully managed and monitored. Both the 2025 and 2026 events received provincial and federal approvals and were subject to environmental monitoring before, during and after the work.
Oceanographic modelling predicted that any elevated bacterial levels would remain limited to the deep-water outfall area, approximately two kilometres offshore and 60 metres below the surface. Monitoring confirmed that bacterial levels stayed below recreational water quality guidelines at all shoreline monitoring locations.
Environmental sampling also confirmed low risk to public health, recreational water users, aquatic life and far-field shellfish harvesting areas. Effluent quality returned to normal high-performing tertiary treatment levels within days of the work being completed.
As a relatively new facility, the McLoughlin Point Wastewater Treatment Plant requires ongoing maintenance planning and operational refinement. The CRD continues to review maintenance procedures, equipment performance and operational practices to reduce the need for bypasses and minimize their frequency and duration wherever possible.
Most planned bypasses are related to corrective maintenance that require portions of the treatment process to be safely isolated. These events are managed through careful planning, regulatory oversight and environmental monitoring to reduce impacts and avoid unplanned bypasses.
As part of our commitment to maintaining a high standard of wastewater treatment and continuous improvement, the CRD is updating the Operations Plan and developing a Bypass Mitigation Plan. Expected to be complete in October 2026, these strategies will:
- Evaluate operational and engineering design changes to prevent future valve issues.
- Identify opportunities to further reduce the frequency, duration, and necessity of maintenance-related shutdowns.
- Identify long term capital improvements that if implemented can further reduce the need for future bypasses.
The findings of the Bypass Risk and Mitigation Assessment will be integrated into future capital and operational planning. Potential improvements will be prioritized based on their ability to reduce risk, support regulatory objectives and align with available funding and service priorities.
