Oregon’s wastewater infrastructure represents a critical intersection of environmental stewardship and engineering resilience. Serving a population of approximately 4.2 million residents, the state’s network comprises over 250 permitted wastewater treatment facilities, ranging from massive regional reclamation plants in the Portland metro area to smaller lagoon systems in rural eastern counties. The state’s infrastructure is currently navigating a complex transition period defined by stringent nutrient regulations, seismic resilience requirements, and rapid population growth in the Willamette Valley and Central Oregon.
The Oregon Department of Environmental Quality (DEQ) enforces some of the strictest water quality standards in the nation, particularly regarding temperature and nutrient loading (TMDLs) in the Willamette Basin. Currently, the state has a total treatment capacity exceeding 600 MGD (Million Gallons per Day). However, aging infrastructure—much of it constructed in the 1970s under the original Clean Water Act—combined with the threat of the Cascadia Subduction Zone earthquake, has triggered a capital improvement boom. Municipalities are leveraging State Revolving Funds (SRF) and federal WIFIA loans to modernize facilities, aiming to transform traditional treatment plants into resource recovery centers.
Among US wastewater treatment plants, Oregon facilities are distinctive for being sized and permitted around two parameters that barely register elsewhere: effluent temperature and peak wet weather flow. Salmonid protection makes thermal load a permit limit rather than a monitoring item, and a maritime climate with widespread infiltration and inflow produces peaking factors that would be considered extreme in most of the country. A plant here can carry a peak hydraulic capacity four or five times its dry weather flow and still face a compliance problem in August that has nothing to do with how much it treats. This page indexes every Oregon facility profiled on the site and sets out the framework that governs them.
In the last 24 months, Oregon has seen a significant shift toward large-scale capital improvement plans (CIPs) focused on two primary drivers: wet weather capacity management and seismic retrofitting. The City of Portland is midway through a multi-decade effort to virtually eliminate Combined Sewer Overflows (CSOs), while Clean Water Services (Washington County) continues to pioneer water reuse and nutrient recovery technologies.
Currently, over $1.5 billion in major wastewater infrastructure projects are active across the state. The Infrastructure Investment and Jobs Act (IIJA) has bolstered the state’s Clean Water State Revolving Fund, allowing for accelerated project timelines. Notable trends include:
Two further pressures are worth tracking. Semiconductor expansion in Washington County has changed the industrial load profile at the Tualatin Valley plants, introducing high-purity process water reject streams, fluoride, and elevated interest in per- and polyfluoroalkyl substances at the pretreatment level rather than the plant level. Separately, drought and groundwater limitations in Central and Southern Oregon have raised the value of recycled water, shifting facilities in those regions from disposal-oriented design toward reuse-oriented design in a way the wetter western valleys have not needed to consider.
The following ranking is based on Wet Weather Design Capacity (MGD). Note that in Oregon, particularly in the Willamette Valley, wet weather flows can be 3-5 times higher than dry weather flows due to infiltration and inflow (I&I) and combined sewer systems.
| Rank | Plant Name | City/Location | Design Capacity (Peak MGD) | Population Served | Operating Authority |
|---|---|---|---|---|---|
| 1 | Columbia Boulevard WWTP | Portland | 450 MGD | 650,000 | City of Portland Bureau of Environmental Services |
| 2 | Durham Advanced Wastewater Treatment Facility | Tigard | 100 MGD | 260,000 | Clean Water Services |
| 3 | Rock Creek Advanced Wastewater Treatment Facility | Hillsboro | 100 MGD | 240,000 | Clean Water Services |
| 4 | Willow Lake Water Pollution Control Facility | Salem | 105 MGD | 195,000 | City of Salem |
| 5 | Eugene-Springfield Water Pollution Control Facility | Eugene | 277 MGD (Peak) | 240,000 | Metro Wastewater Management Commission (MWMC) |
| 6 | Tryon Creek WWTP | Portland/Lake Oswego | 37.5 MGD | 80,000 | City of Portland BES |
| 7 | Gresham WWTP | Gresham | 20 MGD (avg) / 60 Peak | 115,000 | City of Gresham |
| 8 | Medford Regional Water Reclamation Facility | Medford | 45 MGD | 135,000 | City of Medford |
| 9 | Corvallis Water Reclamation Facility | Corvallis | 48 MGD | 58,000 | City of Corvallis |
| 10 | Water Environment Services (Tri-City) | Oregon City | 45 MGD | 95,000 | Clackamas County WES |
| 11 | Bend Water Reclamation Facility | Bend | 12.5 MGD (Avg) | 100,000 | City of Bend |
| 12 | Albany Water Reclamation Facility | Albany | 29 MGD | 55,000 | City of Albany |
| 13 | Kellogg Creek Water Resource Recovery Facility | Milwaukie | 25 MGD | 70,000 | Clackamas County WES |
| 14 | Grants Pass Water Restoration Plant | Grants Pass | 18 MGD | 38,000 | City of Grants Pass |
| 15 | Klamath Falls Spring Street WWTP | Klamath Falls | 14 MGD | 40,000 | City of Klamath Falls |
| 16 | Roseburg Regional Water Reclamation Facility | Roseburg | 12 MGD | 35,000 | City of Roseburg |
| 17 | McMinnville Water Reclamation Facility | McMinnville | 12 MGD | 34,000 | City of McMinnville |
| 18 | Wilsonville WRRF | Wilsonville | 10 MGD | 25,000 | City of Wilsonville |
| 19 | Forest Grove WWTP | Forest Grove | 8 MGD | 25,000 | Clean Water Services |
| 20 | Woodburn WWTP | Woodburn | 7.5 MGD | 26,000 | City of Woodburn |
The Columbia Boulevard Wastewater Treatment Plant is by a wide margin the largest facility in Oregon, and its wet weather capacity reflects a combined sewer system that took two decades and a major tunnel program to bring under control.
Treatment Process: The CBWTP employs preliminary screening, primary clarification, and secondary treatment via activated sludge. Disinfection is achieved through sodium hypochlorite. The plant is notable for its massive wet weather capacity designed to handle combined sewer flows.
Infrastructure Highlights: The facility recently completed a major Biogas Utilization project, converting methane from anaerobic digesters into Renewable Natural Gas (RNG) for the vehicle market. It features extensive odor control systems due to its proximity to industrial and residential zones.
Key Compliance: Operating under a strict NPDES permit focused on reducing mercury and toxins entering the Columbia River.
The Clean Water Services Durham Advanced Wastewater Treatment Facility is the reference installation for nutrient recovery in the Pacific Northwest and one of the earliest US plants to run full-scale struvite recovery.
Treatment Process: Advanced tertiary treatment including biological nutrient removal (BNR), chemical phosphorus removal, and sand filtration. It produces Class A reuse water for irrigation.
Infrastructure Highlights: Features the Ostara Pearl® process for recovering phosphorus from wastewater to create slow-release fertilizer. The plant is a leader in energy self-sufficiency through cogeneration engines.
The Rock Creek treatment plant in Hillsboro is Clean Water Services’ second major facility and the one most exposed to industrial load from the Silicon Forest corridor.
Treatment Process: Similar to Durham, Rock Creek utilizes advanced biological treatment and tertiary filtration. It is currently undergoing significant expansion to handle industrial loads from the “Silicon Forest” semiconductor industry.
Recent Upgrades: A massive primary clarifier rehabilitation and the installation of new aeration blowers for energy efficiency.
Willow Lake is profiled in our article on the City of Salem Wastewater Treatment Plant, which covers the facility’s coupled trickling filter and activated sludge configuration and its Class A biosolids operation.
Treatment Process: Trickling filters followed by activated sludge (coupled process). The facility generates Class A biosolids using a specialized heat drying process.
Infrastructure: The Cogeneration Power Facility produces approximately 650 kW of electricity using biogas, offsetting a significant portion of plant energy needs.
The plant is covered in our profile of the City of Eugene Water Pollution Control Facility, operated by MWMC on behalf of Eugene, Springfield, and Lane County under a long-standing regional commission structure.
Treatment Process: Activated sludge with seasonal disinfection. The plant manages distinct wet weather challenges and uses a biocycle farm for biosolids application.
Recent Upgrades: Currently implementing a major “Resiliency Project” to upgrade electrical distribution and backup power to ensure operation during seismic events.
Oregon’s treatment capacity concentrates in the Willamette Valley, where roughly 70 percent of the state’s population lives and where the receiving water is a single river system under a temperature TMDL. East of the Cascades the picture inverts: less rainfall, far less infiltration and inflow, and effluent that is more likely to go to land or to reuse than to a stream. The sections below index every Oregon facility profiled on this site, grouped by region and receiving-water regime.
Portland is the only large combined sewer system in the state, and its capital history is dominated by the twenty-year tunnel program that brought overflow frequency down from dozens of events a year to a handful. That program shifted the constraint from the collection system to the plant, which is why current spending is concentrated on secondary treatment capacity and seismic hardening rather than on further storage.
Columbia Boulevard, city operations view. A second article on the City of Portland Columbia Boulevard Wastewater Treatment Plant covers the facility from the Bureau of Environmental Services perspective: how the combined system routes flow to the plant, the interaction between tunnel storage and plant capacity during storm events, the renewable natural gas project and its revenue model, and the seismic vulnerability of a site built on Columbia River floodplain soils.
Portland’s second facility, the Tryon Creek plant serving Lake Oswego and southwest Portland, and the City of Gresham plant — the first in the Pacific Northwest to reach energy net-zero — are not yet covered by individual articles on this site.
Clean Water Services is the most consequential utility in Oregon for anyone studying regulatory innovation. It holds an integrated watershed-based permit covering its treatment plants and its stormwater and stream restoration obligations together, which allowed it to meet effluent temperature requirements on the Tualatin River by planting riparian shade rather than installing mechanical chillers. That approach is now cited nationally as the model for thermal credit trading, and it originated from a specific problem: a slow, shallow, warm river with a summer flow largely composed of treated effluent.
Both major Clean Water Services facilities are profiled in the top-five section above — Durham for its nutrient recovery operation and Rock Creek for its industrial exposure. The agency’s smaller Forest Grove and Hillsboro plants are not yet covered individually.
The mid-valley plants share a receiving water and a wet weather problem. Willamette Basin permits carry temperature limits driven by salmonid protection, ammonia limits that tighten as summer flow drops, and hydraulic requirements set by winter storms rather than by population. Salem’s peak capacity of 105 MGD against a service population of 195,000 illustrates the point: the plant is sized for rain, not for people.
Salem’s Willow Lake facility and the Eugene-Springfield regional plant are both profiled in the top-five section above. Corvallis, Albany, McMinnville, Woodburn, and Wilsonville are not yet covered by individual articles.
Central Oregon operates under conditions that have little in common with the western valleys. Bend sits on permeable volcanic geology above a sole-source aquifer, receives roughly a third of the Willamette Valley’s rainfall, and has grown faster than almost any city in the state. The result is a facility whose design problem is groundwater protection and effluent disposal capacity rather than wet weather peaking, and whose collection system growth — retiring septic systems ahead of development — drives as much capital as the plant itself.
Bend Wastewater Treatment Plant. Our article on the Bend Wastewater Treatment Plant covers the facility’s role in the city’s water management framework, its treatment configuration, and the sustainability commitments that shape its operation. Plants in this setting are evaluated on nitrogen performance to a degree that surface dischargers of the same size are not, because the effluent pathway leads toward groundwater rather than toward a river with dilution capacity.
Bend Water Reclamation Facility. A companion entry on the City of Bend Water Reclamation Facility addresses the same site in its reclamation role: recycled water production, effluent management, and the headworks and capacity upgrades tied to the North Interceptor and septic-to-sewer program. Read together, the two articles cover the treatment side and the reuse side of one operation.
Southern Oregon carries the state’s most severe thermal compliance problem. The Rogue River basin runs warm in late summer with limited flow, and Medford’s regional facility pioneered thermal credit purchase alongside Clean Water Services, funding riparian restoration on tributaries in place of effluent cooling. Coastal communities face a different profile entirely: small populations, extreme seasonal load swings from tourism, saltwater intrusion into aging collection systems, and Cascadia Subduction Zone exposure that makes seismic design a survival question rather than a resilience preference. Eastern Oregon relies heavily on lagoon systems and land application, where irrigation season length rather than treatment capacity sets the storage requirement. None of these regions is yet covered by individual facility articles on this site.
Oregon utilities are in a heavy construction cycle. Below are the definitive projects driving the engineering and construction market.
Engineering in Oregon requires navigating a unique regulatory framework managed by the Oregon Department of Environmental Quality (DEQ).
Temperature is unusual among permit parameters because it cannot be treated out economically at scale. Mechanical chilling a 20 MGD effluent stream by even a few degrees carries an energy cost that dwarfs the rest of the plant’s demand, and the resulting carbon footprint sits awkwardly against the same utility’s sustainability commitments. Oregon’s alternative is thermal credit trading: the utility funds riparian restoration that shades the receiving stream, and DEQ credits the resulting reduction in solar heat load against the plant’s thermal load allocation, calculated in kilocalories per day rather than in degrees.
The engineering implications are not obvious from the permit. Credits take years to mature as trees grow, so the compliance schedule is agronomic rather than construction-driven. Credit generation depends on land access agreements with private landowners along the stream, which introduces a real estate and stakeholder workstream into what looks like a treatment project. And because credits are watershed-specific, a utility discharging to two different receiving streams cannot move credits between them. Any Oregon project with a temperature limit should establish whether the compliance path is mechanical, trading-based, or a hybrid before the plant layout is fixed.
Oregon is often an early adopter of sustainable treatment technologies:
Oregon facilities sort by receiving water and by whether wet weather or thermal load is the binding constraint. The table below summarizes how those classes differ in the terms that drive design and capital planning.
| Facility Class | Representative Plants | Typical Peak Capacity | Receiving Water | Binding Constraint | Dominant Capital Spend |
|---|---|---|---|---|---|
| Combined sewer metropolitan plant | Columbia Boulevard Wastewater Treatment Plant | 450 MGD peak / 110 dry | Columbia River | Wet weather peak, seismic exposure | Secondary capacity, seismic hardening, biogas |
| Watershed-permitted advanced plant | Clean Water Services Durham Advanced Wastewater Treatment Facility, Rock Creek treatment plant | 100 MGD peak | Tualatin River | Temperature and phosphorus in low summer flow | Nutrient recovery, tertiary filtration, shade credits |
| Willamette Valley regional plant | City of Salem Wastewater Treatment Plant, City of Eugene Water Pollution Control Facility | 105-277 MGD peak | Willamette River | Infiltration and inflow, ammonia, temperature | Hydraulic capacity, solids handling, resilience |
| Groundwater-protective inland plant | Bend Wastewater Treatment Plant / City of Bend Water Reclamation Facility | 12.5 MGD average | Land application and reuse | Nitrogen to groundwater, disposal capacity | Conveyance, headworks, recycled water system |
| Southern Oregon thermal-constrained plant | Medford Regional WRF, Grants Pass | 18-45 MGD | Rogue River basin | Effluent temperature in late summer | Thermal credits, riparian restoration programs |
| Coastal and small community system | Coastal municipal plants, eastern Oregon lagoons | Under 5 MGD | Ocean, estuary, or land | Seasonal load swings, seismic survival, storage | Lagoon capacity, seismic retrofit, I&I reduction |
A state directory gets used to size a market, to find a comparable facility for a design or bid basis, and to anticipate permit requirements. In Oregon all three start with the peaking factor and the thermal limit.
Match on peak-to-average ratio before matching on capacity. Oregon’s published rankings use wet weather design capacity, which means a plant listed at 105 MGD may serve fewer people than one listed at 45 MGD in a drier basin. Confirm the dry weather average alongside the peak, then check whether the receiving water carries a temperature TMDL, because a thermal limit adds a compliance workstream that does not appear anywhere in the treatment train. Only then compare process configuration.
Suppose a mid-valley city needs a benchmark for a 15 MGD average, 60 MGD peak plant upgrade with ammonia and temperature limits on a Willamette tributary. Filtering by receiving water and constraint eliminates Portland immediately, since a combined system’s cost structure does not transfer, and eliminates Bend, whose land-based disposal is a different problem. What remains is the Salem and Eugene group plus the Clean Water Services plants. Before normalizing to a per-MGD figure, adjust for two things. Separate seismic scope from process scope, because resilience work at a Willamette Valley plant can be a third of a project’s cost and is site-specific to the soil profile. And check whether the comparable met its temperature limit through trading rather than mechanical cooling, since a plant that bought credits will show a capital cost that excludes a real and ongoing compliance obligation.
Oregon’s constraints are regional rather than unique, and neighboring directories help separate what is a Pacific Northwest condition from what is Oregon policy. The Washington wastewater treatment plants directory covers the closest analog, sharing the Columbia River, the salmonid protection framework, and Cascadia seismic exposure while operating under a different state agency and a Puget Sound nutrient program with no Oregon equivalent. The California wastewater treatment plants directory covers the West Coast market where reuse rather than temperature drives design, useful for benchmarking recycled water infrastructure that Oregon utilities are now building for the first time. The Colorado wastewater treatment plants directory covers western cold-water stream dischargers facing nutrient limits with minimal dilution, the closest comparison for Oregon’s inland and southern basins.
Browse our directory of water and wastewater treatment plants in Oregon (Segmented by Size):
Oregon rankings are published on wet weather peak, which reflects hydraulic capability rather than treatment capability. A plant rated at 100 MGD peak may run a 26 MGD biological process, with the balance handled through primary treatment and blending during storms where the permit allows it. Sizing equipment against the headline figure will oversize secondary process equipment and undersize headworks, screening, and hydraulic structures. Always establish both numbers and which one governs the item being specified.
Under the Oregon Resilience Plan, treatment plants are expected to function after a Cascadia event, and much of the Willamette Valley sits on soils prone to liquefaction. That turns geotechnical improvement, flexible connections, and independent power into project line items comparable in size to the treatment work itself. Vendors quoting equipment for an Oregon project should expect anchorage, restraint, and post-event operability requirements that exceed standard building code, and should ask for the project’s seismic performance category before pricing.
On any Oregon project with a temperature limit, ask early whether the utility intends to comply through trading. If so, the treatment scope shrinks and a land access, planting, and monitoring program appears in its place, often managed by a different department with a different procurement process. Engineering firms that can carry both workstreams have a structural advantage on these projects, and equipment suppliers pitching effluent cooling into a trading-based compliance plan are pitching against a decision that has already been made.
Treating the Willamette Valley as representative of the state. Roughly 70 percent of Oregon’s population and nearly all of its large plants sit in one basin with high rainfall, high infiltration and inflow, and surface discharge. East of the Cascades, precipitation is a fraction of that, lagoons and land application are common, and irrigation season length rather than treatment capacity determines storage requirements. A specification, cost model, or market forecast built on valley conditions will not transfer across the mountains.
Oregon DEQ administers the NPDES program under delegation, with recycled water, biosolids, and onsite systems handled under separate rule divisions.
Wastewater permitting in Oregon is administered by the Department of Environmental Quality under Oregon Administrative Rules Chapter 340, with NPDES and WPCF permits, recycled water use rules defining Classes A through D, and biosolids management provisions each addressed in their own divisions. Water quality standards including the basin-specific temperature criteria that drive thermal load allocations are set in the same chapter, and seismic performance expectations for critical infrastructure follow the Oregon Resilience Plan.
The Columbia Boulevard Wastewater Treatment Plant in Portland is the largest, with a wet weather peak design capacity of 450 MGD and a dry weather flow of approximately 80 MGD.
Thermal trading allows utilities to meet temperature discharge permits by restoring riverbanks and planting trees to shade the water (cooling it naturally) rather than installing mechanical chillers. Clean Water Services and the City of Medford have pioneered these programs.
The City of Portland (STEP project), Clean Water Services (Rock Creek), and the City of Bend (North Interceptor/Headworks) are all in the midst of major multi-million dollar capital improvement phases.
Funding primarily comes from the Oregon DEQ Clean Water State Revolving Fund (SRF), EPA WIFIA loans (notably for Portland and Hillsboro), and municipal revenue bonds supported by utility rate payers.
Because the rankings use wet weather peak capacity. A maritime climate, aging collection systems, and high groundwater in the Willamette Valley produce infiltration and inflow that can drive winter flows to several times the dry weather average, and Portland’s combined system adds stormwater on top of that. Headworks, primary treatment, disinfection, and hydraulic structures are sized on the peak, while biological treatment is often sized closer to the average with high-rate treatment or permitted blending covering the difference. When comparing Oregon plants to facilities in drier states, use the dry weather figure.
An NPDES permit authorizes discharge to surface water and is issued by DEQ under delegated federal authority. A Water Pollution Control Facility permit is a state permit covering facilities that do not discharge to surface water, such as those using land application, subsurface disposal, or evaporation. Many smaller eastern and central Oregon systems operate under WPCF permits, and the design basis differs substantially: groundwater protection, agronomic loading rates, and storage capacity for non-irrigation months replace the effluent concentration limits that govern a surface discharger.
The Oregon Resilience Plan sets an expectation that critical infrastructure remains operational or is rapidly restorable following a magnitude 9.0 subduction zone event. For treatment plants that translates into geotechnical ground improvement on liquefiable soils, flexible pipe connections at structure interfaces, seismic restraint and anchorage exceeding standard code, backup power sized for extended isolation, and chemical storage that will not fail catastrophically. Because much of the Willamette Valley and the entire coast sit on vulnerable soils, seismic work regularly accounts for a substantial share of an Oregon plant upgrade budget and should be scoped from the outset rather than added late.
Yes, though less extensively than the arid Southwest. DEQ rules define recycled water Classes A through D by treatment and disinfection level, with each class permitting a defined set of end uses. Class A supports the broadest applications including irrigation of areas with public contact. Clean Water Services produces Class A water for irrigation, and reuse interest is growing fastest in Central and Southern Oregon where drought and groundwater limits have made recycled water a supply question rather than a disposal convenience. A recycled water use plan is required alongside the permit and should be developed with the design, not after it.
Oregon’s wastewater sector is being reshaped by two forces that have little to do with conventional treatment performance. Salmonid protection has made effluent temperature a binding permit parameter, and the state’s answer — funding riparian shade instead of building chillers — has produced a compliance model now studied nationally. At the same time, the Cascadia Subduction Zone has turned seismic performance into a design requirement rather than a preference, adding geotechnical and structural scope to nearly every major upgrade in the western half of the state. Both forces push capital toward work that does not show up in an effluent quality table.
Use this directory as an index organized around that reality. Start from the receiving water and the peaking factor, establish whether a thermal limit applies and how the utility intends to meet it, and only then compare capacity and cost. The regional listings above link to detailed profiles of every Oregon facility covered on this site, and the cross-state comparisons help separate a Pacific Northwest condition from an Oregon policy choice.