Septic Tank

Everything that goes down any of the drains in the house (toilets, showers, sinks, laundry machines) travels first to the septic tank. The septic tank is a large-volume, watertight tank which provides initial treatment of the household wastewater by intercepting solids and settleable organic matter before disposal of the wastewater (effluent) to the drain field.

Function of the Septic Tank
How Long Liquids Must Remain In Tank
Solids Storage
Anaerobic Decomposition
Flow Into And Out Of The Tank
Effluent Filter
Flow Buffering
Microbes in Septic Tanks Digest, Dissolve, and Gasify Complex Organic Wastes.

While relatively simple in construction and operation, the septic tank provides a number of important functions through a complex interaction of physical and biological processes. The essential functions of the septic tank are to: receive all wastewater from the house separate solids from the wastewater flow cause reduction and decomposition of accumulated solids provide storage for the separated solids (sludge and scum) pass the clarified wastewater (effluent) out to the drain field for final treatment and disposal.

Primary Treatment
As stated, the main function of the septic tank is to remove solids from the
wastewater and provide a clarified effluent for disposal to the drain field.
The septic tank provides a relatively quiescent body of water where the
wastewater is retained long enough to let the solids separate by both
settling and flotation. This process is often called primary treatment and
results in three products: scum, sludge, and effluent.

Scum: Substances lighter than water (oil, grease, fats) float to the top,
where they form a scum layer. This scum layer floats on top of the water
surface in the tank. Aerobic bacteria work at digesting floating solids.

Sludge: The "sinkable" solids (soil, grit, bones, unconsumed food particles)
settle to the bottom of the tank and form a sludge layer. The sludge is
denser than water and fluid in nature, so it forms a flat layer along the
tank bottom. Underwater anaerobic bacteria consume organic materials in the
sludge, giving off gases in the process and then, as they die off, become
part of the sludge.

Effluent: Effluent is the clarified wastewater left over after the scum has
floated to the top and the sludge has settled to the bottom. It is the
clarified liquid between scum and sludge. It flows through the septic tank
outlet into the drain field.

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Effective volume: The floating scum layer on top and the sludge layer on the
bottom take up a certain amount of the total volume in the tank. The
effective volume is the liquid volume in the clear space between the scum
and sludge layers. This is where the active solids separation occurs as the
wastewater sits in the tank.

Retention time: In order for adequate separation of solids to occur, the
wastewater needs to sit long enough in the quiescent conditions of the tank.
The time the water spends in the tank, on its way from inlet to outlet, is
known as the retention time. The retention time is a function of the
effective volume and the daily household wastewater flow rate:

Retention Time (days) = Effective Volume (gallons)/Flow Rate (gallons per day)
A common design rule is for a tank to provide a minimum retention time of
at least 24 hours, during which one-half to two-thirds of the tank volume is
taken up by sludge and scum storage. Note that this is a minimum retention
time, under conditions with a lot of accumulated solids in the tank. Under
ordinary conditions (i.e., with routine maintenance pumping) a tank should
be able to provide two to three days of retention time.
As sludge and scum accumulate and take up more volume in the tank, the
effective volume is gradually reduced, which results in a reduced retention
time. If this process continues unchecked-if the accumulated solids are not
cleaned out (pumped) often enough-wastewater will not spend enough time in
the tank for adequate separation of solids, and solids may flow out of the
tank with the effluent into the drain field. This can result in clogged pipes
and gravel in the drain field, one of the most common causes of septic system

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In order to avoid frequent removal of accumulated solids, the septic tank is
(hopefully) designed with ample volume so that sludge and scum can be stored
in the tank for an extended period of time. A general design rule is that
one-half to two-thirds of the tank volume is reserved for sludge and scum
accumulation. A properly designed and used septic system should have the
capacity to store solids for about five years or more. However, the rate of
solids accumulation varies greatly from one household to another, and actual
storage time can only be determined by routine septic tank inspections.

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While fresh solids are continually added to the scum and sludge layers,
anaerobic bacteria (bacteria that live without oxygen) consume the organic
material in the solids. The by-products of this decomposition are soluble
compounds, which are carried away in the liquid effluent, and various gases,
which are vented out of the tank via the inlet pipe that ties into the house
plumbing air vent system.
Anaerobic decomposition results in a slow reduction of the volume of
accumulated solids in the septic tank. This occurs primarily in the sludge
layer but also, to a lesser degree, in the scum layer. The volume of the
sludge layer is also reduced by compaction of the older, underlying
sludge. While a certain amount of volume reduction occurs over time, sludge
and scum layers gradually build up in the tank and eventually must be pumped

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The inlet and outlet ports of the tank are generally equipped with devices
such as baffles, concrete tees, or in more recent years, sanitary tees
(T-shaped pipes with one short and one long leg).

The inlet device dissipates the energy of the incoming flow and deflects it
downwards. The vertical leg of the tee extends below the liquid surface well
into the clear space below the scum layer. This prevents disturbance of the
floating scum layer and reduces disruptive turbulence caused by incoming
flows. The inlet device also is supposed to prevent short-circuiting of
flows across the water surface directly to the outlet.
The upper leg of the inlet should extend well above the liquid surface in
order to prevent floating scum from backing up into, and possibly plugging,
the main inlet pipe. The open top of the inlet tee allows venting of gases
out of the tank through the inlet pipe and fresh air vents of the household

The outlet device is designed to retain the scum layer within the tank. A
sanitary tee can be used with the lower leg extending below the scum layer.
The elevation of the outlet port should be 2 to 3 inches below the elevation
of the inlet port. This prevents backwater and stranding of solids in the
main inlet pipe during momentary rises in the tank liquid level caused by
surges of incoming wastewater.

Typical inlet/outlet tees

Gas Deflection Baffle

Gases are produced by the natural digestion of sludge at the bottom of the
tank, and particles of sludge can be carried upward by these rising gases.
Some tanks have a gas deflection baffle, which prevents gas bubbles (to
which solid particles often adhere) from leaving the tank by deflecting them
away from the outlet and preventing them from entering the drain field.

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In newer systems, there is often an effluent filter: one of the significant
improvements in septic tank design in decades. They range from 4 to 18
inches in diameter. As we have described, the most serious problem with
septic systems is the migration of solids, grease, or oil into the
drain field, and the filter is effective in preventing this.
A filter restricts and limits passage of suspended solids into the effluent.
Solids in a filtered system's effluent discharge are significantly less than
those produced in a non-screened system.

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The septic tank also provides a buffering of flows between the house and the
drain field. Large surges from the household, such as toilet flushing or
washing machine drainage, are dampened by the septic tank so that the flows
leaving the tank and entering the drain field are at substantially lower flow
rates and extend over a longer period of time than the incoming surges.

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In 1907, W. P. Dunbar conducted tests on the decomposition of vegetable and
animal matter in septic tanks. He stated, "The author has investigated the
subject by suspending in septic tanks a large number of solid organic
substances, such as cooked vegetables, cabbages, turnips, potatoes, peas,
beans, bread, various forms of cellulose, flesh in the form of dead bodies
of animals, skinned and unskinned, various kinds of fat, bones, cartilage,
etc., and has shown that many of these substances are almost completely
dissolved in from three to four weeks. They first presented a swollen
appearance, and increased in weight. The turnips had holes on the surface,
which gradually became deeper. The edges of the cabbage leaves looked as
though they had been bitten, and similar signs of decomposition were visible
in the case of other substances. Of the skinned animals, the skeleton alone
remained after a short time; with the unskinned animals the process lasted
rather longer. At this stage I will only point out that the experiments were
so arranged that no portion of the substances could be washed away; their
disappearance was therefore due to solution and gasification."

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