Plant Name: Springfield Regional Wastewater Treatment Facility (SRWTF)
Location: Bondi’s Island, Agawam, MA (Mailing: Springfield, MA)
Operating Authority: Springfield Water and Sewer Commission (SWSC)
Design Capacity: 67 MGD (Secondary Treatment)
Peak Hydraulic Capacity: ~300+ MGD (Primary/Wet Weather)
Current Average Flow: ~40 MGD
Population Served: ~250,000 residents
Service Area: Springfield, Agawam, West Springfield, Longmeadow, East Longmeadow, Ludlow, Wilbraham
Receiving Water Body: Connecticut River
NPDES Permit Number: MA0101613
Year Commissioned: 1977 (Major Upgrade from 1940s infrastructure)
The Springfield Regional Wastewater Treatment Facility (SRWTF), widely known regionally as “Bondi’s Island,” serves as the cornerstone of water quality management for the Lower Pioneer Valley in Western Massachusetts. Located on a distinct land formation surrounded by the Connecticut and Agawam Rivers, this facility is one of the largest wastewater treatment plants in New England, with a secondary treatment design capacity of 67 million gallons per day (MGD) and a wet-weather peak hydraulic capacity exceeding 300 MGD.
Operated by the Springfield Water and Sewer Commission (SWSC), the facility provides critical sanitation services for approximately 250,000 residents across seven municipalities. While the site has hosted treatment infrastructure since 1940, the modern facility was largely commissioned in 1977 under the Clean Water Act. Today, the plant is in an active phase of modernization, implementing advanced Combined Heat and Power (CHP) systems and a state-of-the-art thermal drying facility for biosolids, positioning it as a model for energy efficiency and resource recovery in the Northeast.
The SRWTF functions as a regional utility hub. While physically located within the boundaries of Agawam, MA, the facility treats wastewater from the City of Springfield and six surrounding member communities: Agawam, West Springfield, Longmeadow, East Longmeadow, Ludlow, and Wilbraham. The collection system is vast and complex, comprising hundreds of miles of interceptors and gravity mains. A significant portion of the Springfield service area utilizes a Combined Sewer System (CSS), necessitating robust wet-weather management strategies to handle commingled stormwater and sanitary flow.
The facility is designed to handle substantial fluctuations in flow due to the combined collection system.
Capacity utilization remains healthy, allowing for regional economic growth, though the primary operational focus remains on managing high-velocity wet-weather events mandated by the facility’s Long-Term Control Plan (LTCP).
Treated effluent is discharged into the Connecticut River, the largest river in New England. The facility operates under a National Pollutant Discharge Elimination System (NPDES) permit issued by the EPA Region 1 and MassDEP. Critical compliance parameters include Total Suspended Solids (TSS), Biochemical Oxygen Demand (BOD), and increasingly stringent limits on Nitrogen, driven by the Long Island Sound Nitrogen TMDL. The facility has maintained a strong compliance record, recently receiving Peak Performance Awards from the National Association of Clean Water Agencies (NACWA).
The Springfield Regional Wastewater Treatment Facility utilizes a conventional activated sludge process supplemented by advanced solids handling and wet-weather flow management technologies.
Raw wastewater enters the facility via large interceptors crossing the Connecticut and Agawam rivers. The headworks facility is equipped with mechanically cleaned bar screens to remove large debris, rags, and plastics. Following screening, flow velocity is reduced in aerated grit chambers, allowing inorganic sands and gravel to settle while keeping organic matter in suspension. This stage is critical for protecting downstream pumping and sludge processing equipment from abrasion.
The facility utilizes a battery of rectangular primary clarifiers. Here, flow velocity is further reduced to facilitate the gravity settling of settleable solids and the flotation of fats, oils, and grease (FOG). Primary sludge is pumped to the solids handling train, while the clarified liquid (primary effluent) flows to the secondary treatment system. During extreme wet weather events, flows exceeding the secondary capacity may receive primary treatment and disinfection before blending or discharge, in accordance with wet-weather flow management protocols.
The biological core of the facility is the Activated Sludge system. Primary effluent enters large aeration basins where it is mixed with Return Activated Sludge (RAS).
The facility utilizes liquid sodium hypochlorite for disinfection to eliminate pathogenic organisms. Following chlorination, the effluent passes through contact tanks to ensure adequate dwell time. Prior to discharge into the Connecticut River, sodium bisulfite is added for dechlorination to prevent toxicity to aquatic life, ensuring the final effluent meets residual chlorine limits.
Historically, the facility utilized incineration. However, in a major shift toward sustainability, the Commission commissioned a Biosolids Drying Facility.
The Bondi’s Island site is effectively a polder, protected by a system of dikes and levees constructed to shield the critical infrastructure from the Connecticut River’s flood stages. The site encompasses operations buildings, maintenance garages, a comprehensive laboratory, and the new drying facility. The geography requires sophisticated stormwater management within the plant boundaries itself.
The SWSC has aggressively pursued energy independence and efficiency. The facility features a Combined Heat and Power (CHP) plant.
Given the proximity to residential areas in Agawam and West Springfield, odor control is a priority. The facility utilizes chemical scrubbers and biofilters, particularly at the headworks and sludge processing areas, to capture and treat hydrogen sulfide and other odorous compounds before air release.
Budget: ~$130 Million
Scope: While not located physically on Bondi’s Island, this is the most critical satellite project in recent history. It involved replacing the aging York Street Pump Station in Springfield and installing three new 42-inch force mains under the Connecticut River to convey wastewater to Bondi’s Island.
Technical Highlights:
Project Scope: Construction of a new facility to replace aging incinerators with thermal drying technology.
Drivers: Air quality compliance (closing incinerators) and beneficial reuse goals.
Results: Production of Class A biosolids fertilizer, significant reduction in site carbon footprint, and elimination of incinerator ash disposal costs.
Scope: Complete overhaul of the plant’s 13.8kV electrical distribution system and integration of the cogeneration facility. This project hardened the facility against grid outages and improved energy resilience during severe weather events.
The facility operates under a strict NPDES permit (MA0101613) that governs both the treatment plant discharge and the Combined Sewer Overflows (CSOs) in the collection system. The Commission is executing a multi-decade Integrated Wastewater Plan (IWP) to address CSOs. The goal is to capture and treat a higher percentage of wet-weather flow at Bondi’s Island, thereby reducing untreated discharges into the Connecticut River.
As a tributary to Long Island Sound, the Connecticut River is subject to Nitrogen loading restrictions. The SRWTF monitors effluent Nitrogen levels closely and employs operational strategies within the aeration basins to facilitate nitrification and denitrification where possible within the existing infrastructure footprint.
Staffing: The facility is staffed 24/7 by a team of licensed Massachusetts wastewater operators, maintenance technicians, chemists, and engineers. The SWSC maintains a high ratio of Grade 7 (highest level) certified operators.
Laboratory: An on-site, state-certified laboratory performs daily compliance testing for parameters including pH, BOD, TSS, Chlorine Residual, and Fecal Coliform, ensuring real-time process control decisions are data-driven.
Aging Infrastructure: Like many facilities built in the 1970s Clean Water Act era, SRWTF faces the challenge of rehabilitating concrete structures and buried piping that are nearing the end of their useful life.
Wet Weather Management: The primary hydraulic challenge remains the “peaking factor” caused by the combined sewer system. Future capital planning focuses heavily on maximizing the hydraulic throughput of the secondary system to treat more wet-weather flow to full secondary standards.
PFAS Regulation: The Commission is proactively monitoring emerging regulations regarding Per- and Polyfluoroalkyl Substances (PFAS) in wastewater and biosolids, anticipating potential future treatment requirements.
The SRWTF is the environmental anchor for the Lower Pioneer Valley. By maintaining the water quality of the Connecticut River, the facility supports regional tourism, fishing, and boating industries. The conversion to biosolids pellets has also turned a waste stream into a resource for local agriculture. The Commission maintains an active public outreach program, offering tours to engineering students and community groups to foster understanding of the urban water cycle.
| Parameter | Specification |
|---|---|
| Facility Type | Advanced Secondary Treatment (Activated Sludge) |
| Design Capacity (Dry Weather) | 67 MGD |
| Peak Hydraulic Capacity | >300 MGD (Wet Weather mode) |
| Average Daily Flow | 38 – 42 MGD |
| Primary Treatment | Rectangular Clarifiers |
| Secondary Treatment | Aeration Basins (Diffused/Mechanical) + Circular Clarifiers |
| Disinfection | Sodium Hypochlorite (Chlorination/Dechlorination) |
| Solids Handling | Centrifuge Thickening, Thermal Drying (Pelletization) |
| Biosolids Class | Class A (Beneficial Reuse) |
| Energy Generation | Combined Heat and Power (CHP) – Natural Gas |
| Receiving Water | Connecticut River |
| NPDES Permit | MA0101613 |
| Operating Authority | Springfield Water and Sewer Commission (SWSC) |
1. What is the SRWTF’s strategy for Nitrogen removal?
The facility optimizes its activated sludge process for biological nutrient removal (BNR) to the extent possible within current infrastructure, targeting permit limits driven by the Long Island Sound TMDL.
2. How does the thermal drying facility compare to the previous incineration method?
The drying facility reduces the volume of solids by evaporating water, creating a marketable Class A fertilizer pellet. This eliminates the air emissions associated with sewage sludge incineration and the cost of ash disposal.
3. What is the role of the York Street Pump Station?
The York Street station is the critical conveyance node, pumping a majority of Springfield’s flow under the Connecticut River to Bondi’s Island. Its recent upgrade increased capacity to reducing upstream CSOs.
4. Does the facility accept hauled waste?
Engineers or haulers should contact SWSC directly regarding current septage receiving policies, as these can fluctuate based on plant loading and operational focus.
5. Why is the plant called “Bondi’s Island”?
The facility is located on a land formation originally owned by the Bondi family. While it is connected to the mainland by causeway/dikes, it retains the geographical name.
6. Does the plant smell?
The facility employs advanced chemical scrubbers and biofilters to capture odors. While occasional odors may occur during maintenance or extreme weather, the plant is designed to contain smells within the fence line.
7. Is the water clean enough to drink after treatment?
No. The facility treats water to “secondary” standards suitable for safe discharge into the river, where it supports aquatic life. It is not designed for direct potable reuse (drinking water).
8. Can I tour the facility?
The Springfield Water and Sewer Commission occasionally arranges tours for educational groups and engineering students. Public access is generally restricted for security and safety reasons; interested parties should contact SWSC public affairs.