Sanitary sewer overflow

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Not to be confused with combined sewer overflow (CSO)
A manhole cover unable to contain a sanitary sewer overflow

Sanitary sewer overflow (SSO) is a condition in which untreated sewage is discharged from a sanitary sewer into the environment prior to reaching sewage treatment facilities. When caused by rainfall it is also known as wet weather overflow. It is primarily meaningful in developed countries, which have extensive treatment facilities. Frequent causes of SSO spills include:

In many countries there are obligations to measure and report SSO occurrence using real-time telemetry to warn the public, bathers and shellfishery operators.

The concept of SSO containment valves has been pioneered in the UK and they are installed to mitigate dry spills, by correlating rainfall data with SSO spill activity.

Magnitude of the problem[edit]

EPA estimates that about forty thousand SSO events occur in the United States each year.[1] The EPA estimated that upgrading every municipal treatment and collection system to reduce the frequency of overflow events to no more than once every five years would cost about $88 billion as of 2004.[2] This cost would be in addition to approximately $10 billion already invested. Although the volume of untreated sewage discharged to the environment is less than 0.01% of all treated sewage in the United States, the total volume amounts to several billion gallons per annum and accounts for thousands of cases of gastrointestinal illness each year.[2]:Ch. 6 Advanced European countries and Japan have similar or somewhat larger percentages of SSO events.[3][not in citation given]


Engineering aspects[edit]

Sanitary sewer line in Paris more than two meters in diameter.

Sewers that were built in the early stages of urbanization were usually built before sewage treatment was implemented. Early sewers were simple drainage systems to remove surface runoff with any waste material it might contain. These drainage systems became combined sewers when sewage from kitchens, baths, and toilets was added; and the discharge became offensive. Early sewage treatment plants were built to treat the offensive sewage during dry weather; but it was infeasible to treat the larger volume of mixed sewage and precipitation runoff from combined sewers during wet weather. Sanitary sewers were built to keep sewage from being mixed with surface runoff so the sewage could be efficiently treated during both wet and dry weather.[4]


Decentralized failures in dry weather mainly occur from collection sewer line blockages, which can arise from a debris clog or tree root intrusion into the line itself. Approximately half of SSOs in the United States are caused by blockage.[5]:p. 4–26 Grease is the blocking agent in approximately half of United States SSOs attributed to blockage, and solid debris is the blocking agent for another 25 percent. Roots are a contributing factor in approximately one-quarter of United States SSOs attributed to blockage. Grease deposits are caused by cooking fats liquified with hot water for discharge to sanitary sewers. These fats congeal as solid deposits in the cooler sewer. Solid debris includes soiled clothing, diapers, and sanitary napkins flushed into toilets. [5]:p. 4–28

One of the main problems of a decentralized line failure is the difficulty of defining the location of overflow, since a typical urban system contains thousands of miles of collection pipes, and the central treatment plant has no way of communicating with all the lines, unless expensive monitoring equipment has been installed. Companies in the UK have widely deployed bulk dielectric transducers suspended in the sewers to detect high levels and to report the events back over fixed wireless data networks. In certain locations it has been said that this practice has permitted the reduction of pollution events by up to 60%.

Dry weather blockage is less likely within combined sewers; because combined sewers designed for the additional volume of surface runoff are much larger than sanitary sewers. Combined sewer storm water regulators may be vulnerable to blockage by debris, but overflow from such blockage typically enters the diversion outfall to avoid flooding private or public property.


Approximately one-quarter of United States SSOs occur during heavy rainfall events, which can cause inflow of stormwater into sanitary sewers through damage, improper connections, or flooding buildings and lift stations in low-lying areas of the collection system. The combined flow of sewage and stormwater exceeds the capacity of the sanitary sewer system and sewage is released into homes, businesses and streets.[5]:p. 4–26 This circumstance is most prevalent in older cities whose subsurface infrastructure is quite old; Paris, London, Stockholm,[6] New York, Washington, DC, and Oakland, California[7] are typical examples of such locations. Inflow into the sanitary lines can be caused by tree root rupture of subsurface lines or by mechanical fracture due to age and overpressure from trucks and buildings.


Another mode of system failure can include power outages, which may disable lift station pumps and cause sewage overflow from the lift station wet well. Lift station mechanical or power failure causes approximately ten percent of United States SSOs. This type of discharge is uncommon from combined sewers, because the combined volume of sewage and storm water discourages use of lift stations. Broken sewer lines are responsible for approximately ten percent of United States SSOs.[5]:p. 4–27

Power failure, human error, or mechanical failure may cause similar discharge of untreated or partially treated sewage from a sewage treatment plant; but this is typically regarded as a sewage treatment plant malfunction rather than a sanitary sewer overflow. Sewage treatment plants may be designed to capture overflow from malfunctioning units and discharge it to alternative treatment facilities. Flooding of private or public property is typically avoided by discharging the overflow to an outfall designed for discharge of treated sewage.[5]:p. ES–3

Human health and ecological consequences[edit]

Decentralized wet weather overflow event

Human health impacts include significant numbers of gastrointestinal illness each year, although death from one overflow event is uncommon. Additional human impacts include beach closures, swimming restrictions and prohibition of the consumption of certain aquatic animals (particularly certain molluscs) after overflow events. Ecological consequences include fish kills, harm to plankton and other aquatic microflora and microfauna. Turbidity increase and dissolved oxygen decrease in receiving waters can lead to accentuated effects beyond the obvious pathogenic induced damage to aquatic ecosystems. It is possible that higher life forms such as marine mammals can be affected since certain seals and sea lions are known to experience peaks in pathogenic harm.[8]

Worldwide perspective[edit]

In developing countries, most wastewater is still not treated properly but discharged into the environment. Even a country such as the People's Republic of China discharged in 2001 about 55 percent of all sewage without treatment of any type.[9] In a relatively developed Middle Eastern country such as Iran, the majority of Tehran's population has totally untreated sewage injected to the city’s groundwater.[10] In Venezuela, a below-average country in South America with respect to wastewater treatment, 97 percent of the country’s sewage is discharged untreated into the environment.[11]

Developed countries such as the United States, Canada, most Western European states, Australia and Japan are struggling with a public health problem of SSO prevention. However, the magnitued of the problem is much greater in most developing countries.


Sewage treatment plant used to create the Wonga Wetlands, Australia

Since medieval times rulers have been aware of the impact of raw sewage improperly discharged to the environment. Before treatment systems existed in 16th century England, King Henry VIII decreed that sewage troughs should be kept flowing so that they would not stagnate in London prior to reaching the River Thames (London sewer system). It was not until the 19th century when America and parts of Europe developed wastewater treatment, that the concept of SSO materialized; however, communities were merely happy to have wastewater treatment systems, and did not complain greatly about overflows until the dawning of 20th century environmental awareness in the 1960s. At that time the USA began recognizing locations and frequencies of SSOs in a systematic way. Local governments heard complaints of citizens, beach closure protocols were systematised and the U.S. Environmental Protection Agency (EPA) began detailed engineering analyses for major cities across the country. After passage of the U.S. Clean Water Act in 1972, the 1980s saw spending of billions of dollars on system upgrading (although most funds during this period were spent on upgrades to secondary treatment rather than addressing SSO problems). In the 1990s Japan, the UK and a number of other European countries began earnest investigation of some of their countries’ overflow issues.

See also[edit]


  1. ^ U.S. Environmental Protection Agency (EPA). Washington, DC. "Sanitary Sewer Overflows and Peak Flows", Updated February 2012.
  2. ^ a b EPA. "Report to Congress: Impacts and Control of CSOs and SSOs", Executive Summary. August 2004. Document No. EPA-833-R-04-001.
  3. ^ "A Worldwide View Of Sanitary Sewer Overflow". Retrieved 19 July 2009. 
  4. ^ Okun, Daniel A. (1959). Sewage Treatment Plant Design. American Society of Civil Engineers and Water Pollution Control Federation. p. 6. 
  5. ^ a b c d e U.S. Environmental Protection Agency (EPA), Washington, D.C. (2004)."Report to Congress: Impacts and Control of CSOs and SSOs." August 2004. Document No. EPA-833-R-04-001.
  6. ^ Monica Spendilow, Impeller Magazine, ITT Flygt AB, SE-174 87 Sundbyberg, Sweden (2004)
  7. ^ Environmental Impact Statement for the East Bay Municipal Utility District Wet Weather Overflow Project, Earth Metrics Incorporated, prepared for the U.S. EPA and East Bay Municipal Utility District, Oakland, Ca. (1985)
  8. ^ Johnson, S. P., Jang, S., Gulland, F.M.D., Miller, M., Casper, D., Lawrence, J., Herrera, J., "Characterization and clinical manifestations of Arcanobacterium phocae infections in marine mammals stranded along the central California coast", Journal of Wildlife Diseases, 39:136-144 (2003).
  9. ^ "World Bank Supports China's Wastewater Treatment", The People’s Daily, November 30, 2001, Beijing
  10. ^ Massoud Tajrishy and Ahmad Abrishamchi, "Integrated Approach to Water and Wastewater Management for Tehran, Iran", Water Conservation, Reuse, and Recycling: Proceedings of the Iranian-American Workshop, National Academies Press (2005)
  11. ^ Appropriate Technology for Sewage Pollution Control in the Wider Caribbean Region, Caribbean Environment Programme Technical Report #40 1998

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