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64-544: This aqueduct starts at the John J. Carroll Water Treatment Plant in Marlborough, Massachusetts , and ends at an MWRA terminal in Weston, Massachusetts . It is about 17.6 miles (28.3 km) long (28.3 km) and is constructed far below ground level, mostly in bedrock. It includes several vertical risers called shafts, lined with steel, used to make connections throughout the system. It

128-587: A boil-water order or cause a complete water outage in any given area. This includes making a new connection for the Commonwealth Avenue Pumping Station in Newtown to low service lines, to allow the city to continue to receive water in case the City Tunnel goes out of service. MWRA also has a program to finance replacement or lining of local water mains, to maintain quality for consumers. In 1884,

192-495: A bypass pipe, uses it as well. The bypass valves are non-regulating valves, and when opened, only the head in the Quabbin Reservoir and the physical characteristics of the aqueduct govern the flow. Because the turbines are flow limited, the bypass mechanism permits transfer rates nearly twice as high as are possible through the turbines. Operationally, the single aqueduct fulfills three purposes, but only one operational mode

256-843: A large treatment center on Deer Island at the mouth of Boston Harbor , among other properties. The modern MWRA was created in 1985 after being split from the Metropolitan District Commission . It gained the ability to raise its own revenues and issues its own bonds. The Department of Conservation and Recreation is the successor to the MDC, and still maintains the watershed lands. The MWRA service area covers fifty-eight communities in Greater Boston and MetroWest plus three communities in Western Massachusetts , ( Chicopee , Wilbraham , and South Hadley ). The table below shows

320-538: A number of combined sewage overflow prevention storage tunnels and emergency discharge points. MWRA assumed legal responsibility for the Clinton Wastewater Treatment Plant in 1987. The facility serves Clinton and a portion of the town of Lancaster . It discharges into the South Nashua River . MWRA, its predecessors, and the town of Clinton have had funding disputes over the plant, which

384-440: A prior facility only used for pH control. In addition to water treatment, CWTP has five concrete contact chambers capable of storing 11.3 million US gallons (43 million litres). Its construction budget was US$ 340 million. For water treatment, CWTP utilizes four ozone generators, designed to handle an average capacity of 275 million US gallons (1,040 million litres) per day—although average daily consumption

448-510: A southern loop. A smaller service main in Boston would provide redundancy for the remainder of the Dorchester Tunnel. As of 2018, the project is expected to take 17 to 23 years to design and construct. Various other "Metropolitan Redundancy Interim Improvements" would increase reliability in the short term and in the long term help eliminate any single point of failure that would necessitate

512-660: Is a public authority in the Commonwealth of Massachusetts that provides wholesale drinking water and sewage services to 3.1 million people in sixty-one municipalities and more than 5,500 large industrial users in the eastern and central parts of the state, primarily in the Boston area. The authority receives water from the Quabbin and Wachusett Reservoirs and the Ware River in central and western Massachusetts. For sewage, it operates

576-593: Is a water treatment plant operated since 2005 by the Massachusetts Water Resources Authority (MWRA) to treat water bound for Greater Boston . The plant is located at the town lines of Marlborough , Northborough , and Southborough, Massachusetts . CWTP is named after John J. Carroll, an original member of the Massachusetts Water Resources Authority (MWRA) board of directors. It was constructed from 1999 to 2005, and opened in July 2005. It replaced

640-644: Is built underneath portions of Marlborough , Southborough , Framingham , Wayland , and Weston , Massachusetts, with a wye intersection 235 feet (71.6 m) below the Massachusetts Turnpike former toll booths at State Route 128 . In 1989, the Massachusetts Water Resources Authority (MWRA) issued a planning and design contract for a second transmission main to provide redundancy for the Hultman Aqueduct . As originally conceived,

704-473: Is lower, at approximately 200 million US gallons (760 million litres)—and a peak level of 405 million US gallons (1,530 million litres) per day. Ultraviolet light treatment was added in April 2014. A 500 kW photovoltaic array is used to harness solar energy, reducing operational cost. As of February 2019 , water treatment performed at CWTP consists of: Water for CWTP comes from

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768-646: Is now landfilled. Dumping of sludge into Boston Harbor ended in 1991 by using a facility in Quincy to convert it into fertilizer. Sewage processing was improved and consolidated at Deer Island in the 1990s, with a deep-water discharge system finished in 2000. In 1993, the Charlestown sewage pumping station was named after long-time MWRA sewage engineer Peter M. DeLauri. Federally mandated projects to reduce combined sewer outflow events into Boston Harbor and local rivers were ongoing as of 2004. The South Boston CSO Storage Tunnel

832-626: Is planning to use a tunnel boring machine to dig two new 10-foot-diameter tunnels from Shaft 55A in Weston. The new Northern Tunnel would go to the Waltham-Belmont border, and together with smaller service mains in Belmont, Arlington, and Medford, would form a loop with the City Extension Tunnel and City Tunnel. The new Southern Tunnel would go to Shaft 7C on the Dorchester Tunnel in Boston, forming

896-849: Is possible at a given time. MRWA also owns and operates several solar power and wind power facilities to help meet Massachusetts' greenhouse gas emission reduction goals, and undertakes energy efficiency projects. One wind turbine is located at the Charlestown sewage pumping station, near Encore Boston Harbor , with a rated capacity of 1.5 MW. As a large customer, the MWRA also generates its own electricity at Deer Island Sewage Treatment Plant and Carroll Water Treatment Plant during periods of high demand to earn money with demand response contracts and to avoid high peak-time prices. This further reduces emissions from less-efficient grid peaking power plants that would otherwise be needed. Local wells, springs (including one on Boston Common ), and rain barrels were

960-453: Is reliably available) starting in 1969. Though diverting water from the yet further westward Connecticut River was considered several times, in 1986, the MWRA instead undertook a campaign of water conservation . Demand was reduced to sustainable levels by 1989, and continued to drop to around 220 million US gallons (830,000 m ) per day by 2009. From 1996 to 2009, the MWRA constructed sanitary covered storage tanks. These are now

1024-512: Is responsible for designing and operating its own program; MWRA estimates this funding will be enough to removal all lead service pipes from the entire system. MWRA has adjusted water pH since 1996 to avoid corrosion and leaching of lead from remaining pipes into drinking water. Burlington, Massachusetts town meeting voted in 2018 to connect to the MWRA via Arlington, to make up for a partial shutdown of its Vine Brook Treatment Plant due to wells contaminated with 1,4 dioxane . Another vote to fund

1088-424: Is significantly more precise than elevation data. Because 2.31 feet (0.70 m) of elevation translates into 1 psi of pressure (for water), calculating pressure to 1 psi precision requires elevation data that's accurate to roughly 2 feet (0.61 m). Normal elevation data that is accurate to the nearest 10 feet (3.0 m) will result in pressure that is accurate to roughly 4 psi. A 120.4 m (395 ft) HGL

1152-710: Is used for design of the tunnel from Shaft D to Shaft NW at the Norumbega Reservoir, so water could continue to be stored for distribution to the Boston area. The remaining downstream portion of the MWWST facility, Shaft NE to Shaft 5A andShaft W, is designed for an HGL of 88.4 m (290 ft BCB). The design transient pressure was determined by hydraulic analysis of the overall future transmission system, including accounting for characteristics of control mechanisms, e.g., shutting times for major valves or catastrophic type changes in flow rate. The resulting design transient pressure for

1216-598: The COVID-19 pandemic in Massachusetts . It started the process of making an emergency interconnection to the Lynnfield Water District, which is supplied by the MWRA. Because they have no alternative routes, City Tunnel, City Tunnel Extension, and Dorchester Tunnel cannot be taken out of service for more than a day for maintenance. Some of the valves that would allow that to happen are corroded or underwater. The MWRA

1280-685: The Cochituate Aqueduct leading to the Brookline Reservoir and local storage such as the Beacon Hill Reservoir . When Boston annexed Charlestown in 1873, the Mystic Lakes system was added to Boston's water supply. The Cochituate Reservoir and Aqueduct were abandoned in 1951; none of the other reservoirs or lakes are currently in use as part of the primary or backup water supply. The Boston Water Board constructed seven reservoirs in

1344-673: The Department of Conservation and Recreation and operated by MWRA. Sewage is collected from the town of Rutland , the town of Holden , portions of West Boylston via Holden, and Anna Maria College in Paxton . Sewage flows out of the MWRA's jurisdiction, into the sewage system of the city of Worcester , treated by the Upper Blackstone Water Pollution Abatement District at a plant in Millbury , and discharged into

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1408-856: The Merrimack River , the Metropolitan Water Board decided to create the world record-setting Wachusett Reservoir by damming the Nashua River in Clinton, Massachusetts . It was completed in 1905 and filled in 1908, feeding the Wachusett Aqueduct . Water travelled to the Boston area via the Weston Aqueduct and the Weston Reservoir , or via the new Sudbury Reservoir and the older Sudbury Aqueduct. Continued growth in water demand prompted

1472-724: The Sudbury River from No. 3, and are no longer designated as emergency water supplies. Construction on a redundant barrel of the Chicopee Valley Aqueduct was substantially complete in 2008. During the failure of the interconnection between the MWWST and City Tunnel in May 2010, the MWRA drew water from the Chestnut Hill Reservoir, Spot Pond Reservoir, and Sudbury Reservoir via the Sudbury Aqueduct. The Hultman Aqueduct

1536-694: The Sudbury River watershed from 1875 to 1898. Water impounded in these reservoirs was delivered to the Chestnut Hill Reservoir by the Sudbury Aqueduct , completed in 1878. Some distribution mains serving the Boston Low Service area date to the period when water was gravity-fed from the Brookline and Chestnut Hill Reservoirs. (These were transferred to Weston Reservoir by 1900, and covered storage in Weston by 1978, with supplemental service from

1600-630: The Wachusett Reservoir , primarily via the Cosgrove Tunnel , with the Wachusett Aqueduct as a standby backup. Treated water then flows towards Boston primarily via the MetroWest Water Supply Tunnel , with the Hultman Aqueduct as a secondary system. The Sudbury Aqueduct and Weston Aqueduct serve as emergency backups. Massachusetts Water Resources Authority The Massachusetts Water Resources Authority ( MWRA )

1664-557: The Weston Reservoir (a backup surface storage reservoir). The Hultman Aqueduct and the MWWST connect with the Sudbury Reservoir and Weston Aqueduct. The Sudbury Aqueduct runs from Foss Reservoir (Framingham Reservoir No. 3) in Framingham directly to the Chestnut Hill Reservoir , parallelling the MWWST. Sudbury Reservoir and Foss Reservoir are connected by a surface waterway. Framingham Reservoirs No. 1 and No. 2 are downstream on

1728-649: The turbines at Oakdale or through bypass pipes when flow requirements exceed turbine ratings. Water released from Wachusett into the Cosgrove Tunnel passes through the Cosgrove turbines . The 4 original turbines in the Wachusett Gatehouse, located at the start of the Wachusett Aqueduct, have not been used in over 40 years. A 1.54MW turbine is currently being installed at the dam. A turbine at Southborough at

1792-709: The 1926 construction of the Wachusett-Coldbrook Tunnel to tap seasonal excess water in the Ware River . The tunnel was extended to the Swift River to become the Quabbin Aqueduct . The Metropolitan Water Supply Commission began construction of the massive Quabbin Reservoir in 1936, and it took from 1939 to 1946 to fill the reservoir. The creation of the new reservoir resulted in the disincorporation of four Western Massachusetts towns. The Chicopee Valley Aqueduct

1856-557: The Boston Main Drainage System was completed, carrying sewage from 18 towns to Moon Island to be held for an outgoing tide. In the early 1900s, the sewage was pumped directly into Boston Harbor. The Metropolitan District Commission built a sewage treatment plant at Nut Island in 1952, and another at Deer Island in 1968. The Clean Water Act of 1972 imposed more stringent requirements. MWRA stopped discharging floating debris and fluids (scum) into Boston Harbor in 1989; it

1920-533: The City Tunnel Extension failed , dumping its full capacity of 8 million gallons per hour into the Charles River and forcing 2 million water customers in Boston and surrounding communities to boil their water before drinking it. Emergency supplies from such locations as the Chestnut Hill Reservoir were exposed to air and therefore were susceptible to contamination by animal waste. It was determined that

1984-758: The City Tunnel and City Tunnel Extension.) In the late 1800s, water was pumped from Chestnut Hill to the Waban Hill Reservoir in Newton and the Fisher Hill Reservoir in Brookline to create the Southern High Service zone. Other pumping stations were also added: one at Alewife Brook in Somerville and another at Spot Pond in Stoneham . Some of the distribution mains carrying the now-unused supply from

MetroWest Water Supply Tunnel - Misplaced Pages Continue

2048-848: The Deer Island Treatment plant from Chelsea Creek , the Columbus Park neighborhood of South Boston, the new Nut Island Headworks, Ward Street in Roxbury , and the Winthrop Terminal Facility. Thirteen pumping stations help feed the system, including the Intermediate Pumping Station in North Weymouth, DeLauri station in Charlestown, and a rehabilitated station on Alewife Brook Parkway in Somerville. The system also has

2112-501: The MWRA's main storage facility, the Quabbin Reservoir in central Massachusetts, through the Quabbin Aqueduct to the Wachusett Reservoir in and around Boylston and Clinton . Tributary rivers and streams comprising the Wachusett watershed, a 108 square mile (280 square kilometer) drainage basin, also feed the Wachusett Reservoir . The Cosgrove Tunnel carries water from there to the John J. Carroll Water Treatment Plant , located at

2176-596: The MWRA-defined "safe yield", and desiring to amortize over more ratepayers the fixed costs of large projects like the MetroWest Tunnel and Deer Island sewage treatment plant, the MWRA is seeking to add more wholesale water customers, including municipalities and properties straddling the border of its service area. At the same time, certain communities in Massachusetts are facing a shortage of available water due to population growth or other factors. From 2002 to 2009,

2240-608: The MWWST facility is 15.2 m (50 ft) of head increase, or approximately 137.9 kPa (20 psi). This transient pressure is used for design of impermeable lining system components, i.e., localized steel linings in the shafts and tunnels. The design flow rate used in hydraulic analysis for the MWWST facility was 1.893 million m (500 million USgal) per day. In addition to meeting the fundamental hydraulic requirements of operation, such as flow capacities and operating hydraulic characteristics, additional important operations and maintenance provisions require identification and incorporation in

2304-632: The Mystic Lakes, and those connecting Chestnut Hill with these mains and Spot Pond, are still supplying the northern Low Service area. Spot Pond served the northern Low Service zone, and pumped water to the Fells Reservoir to create the Northern High Service zone. Population growth and the increasing popularity of indoor plumbing continued to put pressure on the region's water supply. After considering Lake Winnipesaukee , Sebago Lake , and

2368-513: The Norumbega Reservoir and 3.7 m (12 ft) for the remainder to Shaft 5A and Shaft W. The shaft conduits vary from 3.7 m (12 ft) to 2.4 m (8 ft), depending on the location, metering, hydraulic and future access requirements. There are five small-diameter community riser shafts of 0.51 m (30 in). Incorporated into the design are considerations for filling and unwatering (e.g., air release/vacuum valves, filling/unwatering procedures and requirements for pumping), as well as

2432-713: The Norumbega Reservoir, Schneck's Pond, and Norumbega Covered Storage in Weston. Near Route 128 and the Charles River, it splits in two, feeding regional distribution lines at the Loring Road Tanks and an interconnection with the City Tunnel passing into Newton. In the Chestnut Hill area, the City Tunnel splits into the City Tunnel Extension (northeast) and Dorchester Tunnel (southeast), which act as backbones for smaller distribution mains and feed various regional storage tanks. The Chicopee Valley Aqueduct carries water from

2496-789: The Quabbin Reservoir to the Western Massachusetts communities of Chicopee, Wilbraham and South Hadley (Fire District No. 1). It passes through the Ware Water Treatment Facility and the Nash Hill Covered Reservoir in Ludlow. The water system is divided into seven pressure zones, needed because different consumers are at different altitudes. The seven zones, measured from "Boston City Base" level are approximately: The major MWRA water storage facilities outside of

2560-408: The Wachusett Reservoir to the Carroll Water Treatment Plant. It was used for this purpose during a tunnel shutdown in 2003. The Hultman Aqueduct begins at the Carroll Water Treatment Plant and parallels the MetroWest Water Supply Tunnel (MWWST), which replaced it in 2003. After the MWWST's completion the Hultman Aqueduct underwent a major reconstruction project, which lasted from 2009 to 2014, with

2624-448: The connection between the MetroWest Water Supply Tunnel and the City Tunnel. This resulted in activation of the backup reservoir system for the first time, and a boil-water order for the entire MWRA system affecting approximately two million residents of 31 cities and towns. On May 4, test results indicating the backup water supply was clean enabled lifting of the boil water order. Given that conservation efforts brought demand well below

MetroWest Water Supply Tunnel - Misplaced Pages Continue

2688-433: The design, including provisions for future reentry into the tunnels and associated unwatering and safe future access for workers and some essential equipment. For the MWWST tunnel conduits, all projected flow velocities are less than 3 m (10 ft) per second and thus acceptable for all envisioned types of lining systems. The selected inside diameter of the MWWST tunnel conduit is 4.3 m (14 ft) from Shaft D to

2752-432: The first sources of water for Boston residents. Jamaica Pond was used as a water source for Boston starting in 1795, using wooden pipes (later with cast iron). After several epidemics and fires which exposed the inadequacy of the water supply, the Cochituate System was constructed by the Cochituate Water Board, starting in 1845 and opening in 1848. It included a dam on the Sudbury River , creating Lake Cochituate which fed

2816-442: The five small diameter riser shafts to supply water to customers along the tunnel alignment. The water pressure hydraulic grade level (HGL) corresponding to the maximum water surface elevation of the Wachusett Reservoir, feeding the proposed facility by gravity from an overflow elevation of 120.4 m (395 ft Boston City Base Datum, BCB), was selected by the MWRA for design criteria. HGL is used, instead of elevation, data because it

2880-474: The following municipalities and other customers have been added to the system: MWRA and municipal water mains are made of concrete, steel, and iron, but as of 2016, about 5% of service lines (between the street and buildings, running from public to private property) in various municipalities were still made of lead. In 2016, during the Flint water crisis , the MWRA board approved $ 100 million in zero-interest loans for lead pipe removal. Each affected municipality

2944-434: The goal of maintaining it as a standby alternative to the MWWST. With the completion of its refurbishment in 2014 it returned to standby status for use in the event the MWWST is unavailable. The Wachusett Aqueduct open channel extends past the Carroll Water Treatment Plant and connects the underground portion of the Wachusett Aqueduct to the Sudbury Reservoir. Before the Hultman and Cosgrove aqueducts were built this served as

3008-432: The need and means for metering of flows during operation. Accommodations to inspect and maintain the tunnel is access through the shaft conduits by proper sizing of manholes and access hatches, invert gradients (the tunnel must generally slope toward the access shafts) and locating the metering devices at accessible locations. John J. Carroll Water Treatment Plant The John J. Carroll Water Treatment Plant ( CWTP )

3072-445: The need for a boil-water order; part of the delay was the need for follow-up testing. The system includes three hydropower stations (one inactive) and two wind turbines, with a total capacity of 19.8 MW. Water released to the Swift River flows through the Winsor Station below the Winsor Dam but the turbines were damaged in a fire and have not been reactivated. Water transferred from Quabbin to Wachusett can pass either through

3136-494: The primary local storage; the remaining small uncovered reservoirs are only used for backup because the water from these basins would require further treatment. The MetroWest Water Supply Tunnel was finished in 2003, allowing rehabilitation of the increasingly leaky Hultman Aqueduct. The 2010 Boston Water Emergency was caused by a catastrophic failure of a collar connecting two sections of 10-foot-wide (3.0 m) pipe that ruptured in Weston, Massachusetts , on May 1, disrupting

3200-425: The primary method of transmission for water from the Wachusett Reservoir. Although no longer used for that purpose it is maintained as emergency transmission. In an emergency this can be used to feed untreated Quabbin and Wachusett Reservoir water into the emergency source reservoirs. The backup Weston Aqueduct runs from the Sudbury Reservoir in Framingham , running to the Loring Road storage tanks in Weston via

3264-465: The project consisted of a tunnel combined with reconstruction of the Sudbury Aqueduct , a 19th-century construction that had been taken out of service in 1978. During feasibility studies, it was recognized that costs and environmental and community impact issues related to reconstruction of the Sudbury Aqueduct through an urban/suburban area compared unfavorably with a full length tunnel in rock, deep under existing structures and facilities. The alignment of

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3328-448: The second phase of construction is expected in 2021. In the meantime, Burlington gets MWRA water via Lexington if supplies drop to the point that a full outdoor watering ban is necessary (which happened during the drought of summer 2020). In June 2020, the Lynnfield Center Water District (one of two districts in Lynnfield, Massachusetts ) reached its pumping capacity, due to a combination of drought and high residential water usage during

3392-449: The services communities receive. The Massachusetts Water Resources Authority and the Massachusetts Department of Conservation and Recreation (DCR) own and operate the collection, treatment, distribution, and storage facilities that supply drinking water to some forty municipalities in the metropolitan Boston area. This water system design was based upon the purchase and subsequent protection of an entire watershed. This design assures that

3456-441: The source reservoirs are listed below. Covered storage facilities (242.7 million US gallons (919,000 m ) total capacity) are in primary use, and surface reservoirs are used as backup only. (Uncovered reservoirs cannot store potable water without the need for later treatment). The Wachusett Aqueduct is an older parallel conduit to the Cosgrove Tunnel , and is still available as standby transmission for moving water from

3520-418: The start of the Weston Aqueduct has also been inactive for a long period. The Quabbin Aqueduct connects the two reservoirs, and relies upon gravity to accommodate the three separate operational needs. First, diversion of water from the Ware River into the Quabbin Reservoir uses this aqueduct. Second, water transfer from the Quabbin Reservoir to the Wachusett Reservoir , through a hydropower station or

3584-578: The town lines of Marlborough , Northborough , and Southborough, Massachusetts . The plant replaced one used previously only for pH control. It comprises four ozone generators with diffusers and five concrete contact chambers with a volume of 11.3 million US gallons (43,000 m ). The plant has a capacity of 275 million US gallons (1,040,000 m ) per day, on an average day or 405 million US gallons (1,530,000 m ) per day, at peak level. It cost US$ 340 million. The MetroWest Water Supply Tunnel (MWWST) carries water further east, passing

3648-414: The tunnel generally coincides with the existing Hultman Aqueduct and is constructed in permanent underground easements below several hundred private properties. The full length, unreinforced concrete lined, pressure tunnel design concept was selected and the facility was named the MetroWest Water Supply Tunnel. After fewer than seven years of service, on the morning of May 1, 2010, the tunnel's connection to

3712-565: The tunnel would be redundant to the existing Hultman Aqueduct by connecting Shaft C on the existing Cosgrove Tunnel in the west with Shaft 5 on the existing City Tunnel, and with the Weston Aqueduct Terminal Chamber Area in the east end. These criteria resulted in terminal connections at Shafts D, 5A and W, respectively, and definition of the general alignment of the tunnel facility. Additional major connections to existing MWRA transmission facilities resulted in Shaft E, Shaft L, Shaft NW and Shaft NE. Connections to serve community clients resulted in

3776-476: The water remains as pristine as possible. However, modern regulations require that all supplies of drinking water be chemically treated regardless of the source. Additions to the MWRA water system throughout its history have resulted in redundancies that allow major sections of the water system to be shut down for repair or maintenance. The MWRA Operations Control Center is in Chelsea. Primary sources: Backup sources: Water bound for Greater Boston flows from

3840-439: The way to Fells and Blue Hills reservoirs, respectively. The Dorchester Tunnel allowed the relegation of the Sudbury Aqueduct and Chestnut Hill Reservoir to backup status, which also improved water quality. The redundant Cosgrove Tunnel was finished in 1965, allowing maintenance of the Wachusett Aqueduct. Demand for water exceeded the "safe supply" of 300 million US gallons (1,100,000 m ) per day (for which precipitation

3904-463: Was completed in 1950. Other pressure zones were created around Route 128 suburbs in 1951 by adding several pumping stations. Capacity was expanded in 1941 with the completion of the Hultman Aqueduct (which connected the Wachusett Aqueduct to the end of the Weston Aqueduct at Norumbega). The City Tunnel was added in 1951, connecting to the Chestnut Hill nexus. The City Tunnel Extension (1961) and Dorchester Tunnel (1978) carried high-pressure water part of

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3968-476: Was completed in 2011. Sludge is transported from Deer Island via the Inter-Island Tunnel to Quincy, where it is pelletized for sale as fertilizer by the New England Fertilizer Company and the MWRA itself doing business as Bay State Fertilizer. Some fertilizer is transported by the MWRA-owned Fore River Railroad . Discharges to Massachusetts Bay are disinfected with sodium hypochlorite , then de-chlorinated with sodium bisulfite . Major headworks send sewage to

4032-403: Was created to compensate Clinton for sewage problems caused by the construction of the Wachusett Reservoir . The Rutland-Holden Trunk Sewer was completed in 1934, and the Rutland-Holden Relief Trunk Sewer added capacity in the 1980s. These lines are state projects to improve quality of public drinking water sources: the Wachusett Reservoir, Quinapoxet River , and Ware River. They are owned by

4096-405: Was unavailable as a backup as it was undergoing reconstruction at the time. In an emergency, water can be treated with sodium hypochlorite at any point in the system by deploying Mobile Disinfection Units – trailer-mounted units that the MWRA has stored at strategic locations throughout its system. Emergency chlorination was used during the main break of May 2010, but not quickly enough to prevent

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