Ohio stands as a critical junction in the United States water infrastructure landscape, managing two distinct and vital watersheds: the Lake Erie basin to the north and the Ohio River basin to the south. With a highly industrialized history and significant urban density, Ohio’s wastewater infrastructure is extensive, comprising over 2,000 publicly owned treatment works (POTWs). The state is currently in a phase of massive capital reinvestment, driven largely by aging infrastructure needs and federal consent decrees aiming to eliminate Combined Sewer Overflows (CSOs).
The regulatory environment is overseen by the Ohio Environmental Protection Agency (Ohio EPA), which enforces strict National Pollutant Discharge Elimination System (NPDES) permits, particularly regarding nutrient loads (phosphorus and nitrogen) to combat harmful algal blooms in Lake Erie. Currently, the state serves a population of nearly 11.8 million, with a total treatment capacity exceeding several billion gallons per day. For consulting engineers and equipment vendors, Ohio represents one of the most active markets in the Midwest, heavily supported by the H2Ohio initiative and robust State Revolving Fund (SRF) allocations.
Ohio’s facilities are profiled here as part of the site’s wider directory of US wastewater treatment plants, which allows engineers to compare capacity, treatment trains, and regulatory drivers across state lines. That national context matters in Ohio specifically, because the state’s northern watershed operates under Great Lakes nutrient frameworks shared with neighboring states while its southern watershed answers to Ohio River basin conditions.
In the last 36 months, Ohio has seen a surge in large-scale infrastructure projects. The primary driver remains the mitigation of wet weather flows. Major metropolitan sewer districts—specifically the Northeast Ohio Regional Sewer District (NEORSD), the Metropolitan Sewer District of Greater Cincinnati (MSDGC), and the City of Columbus—are midway through multi-billion dollar Long Term Control Plans (LTCPs) mandated by federal consent decrees.
Notable recent developments include:
The following list ranks Ohio’s wastewater treatment facilities by design average daily flow capacity (MGD). Note that peak wet weather capacities for these plants are often significantly higher due to CSO capture requirements.
| Rank | Plant Name | City/Location | Design Capacity (MGD) | Operating Authority |
|---|---|---|---|---|
| 1 | Southerly Wastewater Treatment Center | Columbus | 114 MGD | City of Columbus |
| 2 | Southerly Wastewater Treatment Center | Cuyahoga Heights | 100 MGD | NEORSD |
| 3 | Mill Creek Wastewater Treatment Plant | Cincinnati | 100 MGD | MSDGC |
| 4 | Jackson Pike Wastewater Treatment Plant | Columbus | 68 MGD | City of Columbus |
| 5 | Bay View Water Reclamation Plant | Toledo | 60 MGD | City of Toledo |
| 6 | Easterly Wastewater Treatment Plant | Cleveland | 94 MGD* | NEORSD |
| 7 | Akron Water Reclamation Facility | Akron | 90 MGD | City of Akron |
| 8 | Dayton Water Reclamation Facility | Dayton | 72 MGD | City of Dayton |
| 9 | Little Miami Wastewater Treatment Plant | Cincinnati | 29 MGD | MSDGC |
| 10 | Muddy Creek Wastewater Treatment Plant | Cincinnati | 15 MGD | MSDGC |
| 11 | Dry Creek Wastewater Treatment Plant | Hebron (Ky/Cin Area) | 46 MGD | SD1 |
| 12 | Canton Water Reclamation Facility | Canton | 39 MGD | City of Canton |
| 13 | Youngstown Wastewater Treatment Plant | Youngstown | 35 MGD | City of Youngstown |
| 14 | Lakewood Wastewater Treatment Plant | Lakewood | 34 MGD | City of Lakewood |
| 15 | Westerly Wastewater Treatment Center | Cleveland | 33 MGD | NEORSD |
| 16 | Euclid Wastewater Treatment Plant | Euclid | 26 MGD | City of Euclid |
| 17 | Hamilton Water Reclamation Facility | Hamilton | 24 MGD | City of Hamilton |
| 18 | Warren Water Pollution Control Center | Warren | 16 MGD | City of Warren |
| 19 | Lorain Black River WWTP | Lorain | 15 MGD | City of Lorain |
| 20 | Mansfield Wastewater Treatment Plant | Mansfield | 14 MGD | City of Mansfield |
*Note: Easterly’s capacity varies by operational mode; listed is typical design flow.
Treatment Process: The plant utilizes screening and grit removal, primary clarification, and activated sludge secondary treatment. Disinfection is achieved via chlorination/dechlorination. It features Chemically Enhanced Primary Treatment (CEPT) to manage wet weather flows.
Infrastructure: Columbus Southerly is a leader in biosolids management, utilizing gravity thickening, centrifuges, and incineration. The facility recently invested heavily in a new Chemically Enhanced Primary Treatment (CEPT) system.
Recent Upgrades: Completion of the $300M+ OARS tunnel system which directs flow to the plant, and major electrical substation upgrades.
Treatment Process: Screening, aerated grit removal, primary settling, and a two-stage biological system (plastic media trickling filters followed by activated sludge). Tertiary treatment involves dual media gravity filters.
Infrastructure: Features a Renewable Energy Facility (REF) utilizing fluidized bed incineration for biosolids, generating electricity for the plant.
Notable Compliance: Key facility in NEORSD’s “Project Clean Lake,” reducing annual CSOs from 4.5 billion gallons to under 500 million gallons.
Treatment Process: Uses preliminary screening, primary clarification, activated sludge for secondary treatment, and chlorination/dechlorination.
Recent Upgrades: The plant recently underwent extensive solids handling improvements and odor control upgrades. It is the central hub for MSDGC’s wet weather strategy.
Treatment Process: Conventional activated sludge plant with anaerobic digestion. Biogas produced here is utilized for heating and energy generation.
Infrastructure: Currently undergoing significant master planning for nutrient removal upgrades.
Treatment Process: Activated sludge with high-rate clarification for wet weather flows (Ballasted Flocculation). Critical focus on phosphorus removal.
Recent Upgrades: Part of the Toledo Waterways Initiative, the plant received $90M in upgrades including new aeration basins and high-rate disinfection facilities.
Ohio’s treated flow is concentrated in a small number of authorities: the City of Columbus, the Northeast Ohio Regional Sewer District, the Metropolitan Sewer District of Greater Cincinnati, and the municipal utilities in Toledo, Akron, and Dayton. Each operates a distinct treatment portfolio with its own hydraulic constraints, biosolids strategy, and consent decree obligations, and vendors working the state need to understand those differences before positioning equipment. The profiles below summarize each facility and link to its full plant page.
Southerly is the largest facility in the state by average design flow and the primary receiving point for the OARS deep tunnel. The City of Columbus Southerly Wastewater Treatment Plant combines conventional screening, grit removal, primary clarification, and activated sludge with Chemically Enhanced Primary Treatment for wet weather events, discharging to the Scioto River. Its biosolids train — gravity thickening, centrifuge dewatering, and incineration — makes it one of the most equipment-intensive solids operations in Ohio and a recurring source of dewatering, polymer, and thermal system procurement. Peak hydraulic capacity of roughly 330 MGD against a 114 MGD average design flow illustrates how heavily the facility is sized for combined sewer capture rather than base sanitary load. Engineers evaluating Columbus should treat Southerly and Jackson Pike as a linked system, since flow splits between them are managed at the collection system level.
Jackson Pike is the older of the two Columbus plants and carries roughly 68 MGD of average design flow serving about 350,000 residents. The City of Columbus Jackson Pike Wastewater Treatment Plant runs conventional activated sludge with anaerobic digestion, and the biogas produced is used for process heating and on-site energy generation rather than being flared. That digestion train distinguishes it from Southerly’s incineration-based approach and makes it the more likely candidate for future thermal hydrolysis or renewable natural gas investment. Master planning at the facility is currently focused on nutrient removal, which points toward aeration control, chemical feed, and secondary clarifier upgrades over the next capital cycle. For vendors, Jackson Pike is the Columbus site where digestion, gas handling, and process control packages are most relevant.
Beyond the two large regional plants, the Columbus system includes smaller satellite facilities that handle localized service areas and pressure relief. The City of Columbus North Highlands Water Resource Facility falls into this category, and it is worth reviewing for anyone building a complete picture of the city’s treatment portfolio rather than only its headline capacity. Satellite facilities of this type typically operate with tighter footprints, smaller operating staffs, and simplified process trains, which changes the equipment specification calculus considerably. Packaged systems, compact controls, and low-maintenance designs generally outcompete the heavy custom equipment specified at Southerly. Engineers preparing system-wide asset plans for Columbus should not overlook these smaller assets, since they often carry the oldest equipment in the utility.
The district’s Southerly plant in Cuyahoga Heights shares a name with the Columbus facility but is an entirely separate operation, treating about 100 MGD average and over 400 MGD at peak. The Northeast Ohio Regional Sewer District Southerly Wastewater Treatment Plant uses a two-stage biological process — plastic media trickling filters followed by activated sludge — with dual media gravity filtration as tertiary treatment, discharging to the Cuyahoga River. Its Renewable Energy Facility uses fluidized bed incineration to process biosolids and generate electricity for plant use, making it one of the most energy-integrated facilities in the Midwest. The two-stage biological configuration is unusual enough that equipment sized for conventional single-stage plants often does not transfer directly. Southerly anchors the southern half of NEORSD’s Project Clean Lake obligations.
Westerly is the smallest of the district’s three plants at roughly 33 MGD and the most heavily wet-weather driven, sitting in a densely combined-sewered part of Cleveland’s west side. The Northeast Ohio Regional Sewer District Westerly Wastewater Treatment Plant functions as much as a CSO treatment and storage asset as a conventional secondary plant, which shapes everything from screening selection to disinfection sizing. Facilities in this posture prioritize high-rate treatment, rapid startup, and equipment tolerant of long idle periods followed by sudden full-load operation. Storage tunnel construction in the surrounding service area has progressively changed the flow regime the plant sees. Engineers comparing the three NEORSD plants should expect Westerly to have the shortest average detention times and the most variable loading.
Mill Creek is the largest facility in the Cincinnati system at roughly 100 MGD average and 240 MGD peak, discharging to the Ohio River and serving about 500,000 people. The Metropolitan Sewer District Mill Creek Wastewater Treatment Plant operates preliminary screening, primary clarification, activated sludge secondary treatment, and chlorination with dechlorination, and has recently completed extensive solids handling and odor control work. Because it sits at the center of MSDGC’s wet weather strategy, its headworks and primary capacity are the constraint that shapes decisions across the rest of the district. Odor control is an unusually prominent design driver here given the surrounding land uses. Vendors of screening, grit, solids handling, and odor control equipment should treat Mill Creek as the district’s reference site.
Toledo’s Bay View facility carries about 60 MGD average design flow with wet weather capacity near 195 MGD, discharging to the Maumee River and, through it, to western Lake Erie. The City of Toledo Water Reclamation Facility pairs activated sludge with ballasted flocculation for high-rate wet weather clarification, and phosphorus removal is the dominant compliance driver rather than a secondary consideration. That places Toledo at the sharp end of the state’s harmful algal bloom response and makes chemical feed, filtration, and phosphorus monitoring equipment unusually important in its capital program. Roughly $90 million in Toledo Waterways Initiative upgrades has already delivered new aeration basins and high-rate disinfection. Of all Ohio facilities, Toledo is the one where nutrient limits most directly govern process selection.
Akron operates a roughly 90 MGD facility that was substantially reconfigured to receive flow from the Ohio Canal Interceptor Tunnel. The City of Akron Water Reclamation Facility uses a biological treatment configuration paired with tunnel storage, so its wet weather performance depends as much on conveyance and dewatering pump control as on the plant’s own unit processes. Headworks capacity has become the binding constraint since the tunnel came online, and a screening and grit replacement project is in design to address it. This is a common pattern statewide: tunnel projects solve overflow problems and then immediately create a new bottleneck at the receiving plant’s front end. Engineers should read Akron as a case study in sequencing collection system and plant upgrades together.
Dayton treats roughly 72 MGD and discharges into the Great Miami River basin, a system with significant groundwater interaction and well field protection concerns. The City of Dayton Water Reclamation Facility is known for rapid sand filtration and large-scale recharge basins, an approach that reflects the region’s reliance on the buried valley aquifer for drinking water supply. Tertiary filtration at this scale is comparatively rare in Ohio and gives Dayton a filtration equipment profile closer to a water treatment plant than to a conventional POTW. Operators and specifying engineers should note the media, backwash, and underdrain requirements that come with it. Dayton is the clearest Ohio example of wastewater treatment decisions being driven by source water protection.
In Ohio, the treatment plant is rarely the whole story. Most of the state’s capital spending is directed at the collection systems feeding these facilities, and the plant pages linked above are best read alongside the collection system and consent decree history of each metro area. The summaries below cover those system-level records.
Columbus operates a largely separated system with legacy combined areas in the urban core, and its Wet Weather Management Plan pairs the OARS tunnel with sewer separation and green infrastructure. The history and configuration of the Columbus Southerly Wastewater Treatment Plant and Sewers shows how flow from the tunnel system is routed and split before reaching treatment. The companion record for the Jackson Pike wastewater treatment plant and sewers covers the northern service area and the interceptors that determine how much flow each plant receives during storms. Because Columbus can shift load between two large plants, its wet weather strategy has more operational flexibility than single-plant cities. Engineers modeling the system should treat the two plants and their interceptors as one hydraulic problem.
NEORSD’s three plants are tied together by one of the largest tunnel programs in the country. The Northeast Ohio Regional Sewer District Easterly Wastewater Treatment Plant serves the eastern service area and discharges directly to Lake Erie, which subjects it to nearshore water quality scrutiny that the Cuyahoga River dischargers do not face in the same form. The district’s broader program record, including how it has approached green infrastructure, affordability, and adaptive management, is covered in a review of the Northeast Ohio Regional Sewer District’s success story. Project Clean Lake’s headline outcome — cutting annual overflow volume from roughly 4.5 billion gallons toward under 500 million — is the benchmark other Ohio utilities are measured against. The district is also unusual in operating regional stormwater management alongside wastewater conveyance.
Cincinnati’s overflow problem is concentrated in one watershed, and the Metropolitan Sewer District of Greater Cincinnati Mill Creek Drainage Basin record documents the geography that drives the district’s Lower Mill Creek Partial Remedy work. Rather than building a single large tunnel, MSDGC has pursued strategic separation, storage, and real-time control across the basin, an approach regulators have accepted under integrated planning. The plant-level record for the Mill Creek Wastewater Treatment Plant covers the receiving facility itself and its process configuration. The combination makes Cincinnati the state’s leading example of smart sewer instrumentation substituting for concrete. Vendors of level sensors, actuated gates, and control software have found more traction here than anywhere else in Ohio.
Akron’s consent decree work centers on the OCIT tunnel and a series of storage basins, and the system record for the Akron wastewater treatment plant and sewers traces how those assets connect to the water reclamation facility. Toledo’s program, delivered under the Toledo Waterways Initiative, is documented in the record for the Toledo Bay View Park wastewater treatment plant and sewers, which covers the storage basins and conveyance improvements feeding Bay View. Both cities illustrate the same sequencing lesson: storage capacity delivered ahead of headworks capacity produces a plant-side bottleneck within a few wet weather seasons. Utilities entering the design phase elsewhere in Ohio should build headworks capacity into the same funding package as the tunnel.
Two of Ohio’s largest plants are both called Southerly — one operated by the City of Columbus on the Scioto River, the other by NEORSD in Cuyahoga Heights on the Cuyahoga River. Confusing them is a common error in bid documents, permit research, and vendor territory planning, since they sit roughly 140 miles apart under entirely different operating authorities and consent decrees. The general record for the Southerly Wastewater Treatment Plant is a useful starting point for readers who encounter the name without a qualifying city. When specifying or referencing either facility, always pair the plant name with its operating authority.
Ohio’s wastewater sector is capitalizing on SRF loans and revenue bonds to fund massive wet weather compliance projects. Below are the most significant active capital improvement projects.
Ohio operates under a delegated NPDES program managed by the Ohio EPA Division of Surface Water. The regulatory landscape is currently defined by two major pressures:
Engineering firms and vendors should note the following technology adoption trends across the state:
Browse our comprehensive directory of wastewater treatment plants in Ohio. (Select links below for full plant details).
Full plant pages for the facilities in this directory are linked from the facility profiles and collection system sections above, organized by operating authority and metro area.
Ohio offers one of the most active wastewater engineering markets in the Midwest, sustained by more than $3.2 billion in committed capital, a mature State Revolving Fund program, and the H2Ohio initiative layered on top of federal IIJA allocations. The work is unusually concentrated: a handful of large authorities set the technical direction, and their process choices — CEPT for wet weather, thermal hydrolysis for biosolids, real-time control for conveyance — tend to propagate to smaller utilities across the state within a few funding cycles.
For engineers, operators, and equipment suppliers, the practical approach is to work from the operating authority down rather than from the plant list up. Identify which consent decree or nutrient limit governs the facility, understand where it sits in its authority’s sequencing of tunnel, headworks, and process upgrades, then match the technology to that stage. The facility profiles and collection system records linked throughout this guide are the starting point for that analysis.