&EPA
United States
Environmental Protection
Agency
Office of Water
Office of Wastewater Management
Washington DC 20460
EPA 832-R-04-001
September 2004
Primer for Municipal
Wastewater Treatment
Systems
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Primer for Municipal Treatment
Clean Water Act Requirements for Wastewater Treatment 4
The Need for Wastewater Treatment 5
Effects of Wastewater on Water Quality 5
Some of the Key Challenges Faced by Wastewater Treatment Professionals Today 6
Collecting and Treating Wastewater_
Centralized Collection 6
Combined Sewer Systems 7
Sanitary Sewer System 9
Pollutants: 8
Oxygen-Demanding Substances 8
Pathogens 8
Nutrients 8
Synthetic Organic and Inorganic Chemicals 8
Thermal 8
Wastewater Treatment
Primary Treatment
Preliminary Treatment
Primary Sedimentation
Rasir Wastewater Treatment Processes
Physical
Biological
Chemical
Secondary Treatment
Attached Growth Processes
Suspended Growth Processes
Lagoons
1 and Treatment
slow Rate infiltration
Rapid Infiltration
Overland Flow
Constructed Wet lands
Disinfection
Chlorine
O7one
9
9
9
11
10
10
10
10
11
11
12
13
14
14
15
15
15
16
16
Ultraviolet Radiation
Pretreatment 16
Advanced Methods of Wastewater Treatment 17
Nitrogen Control 17
Biological Phosphorus Control 18
Coagulation-Sedimentation 18
Carbon Adsorption 19
The Use or Disposal of Wastewater Residuals and Biosolids 19
Land Application 20
Incineration 20
Beneficial Use Products from Biosolids 21
Decentralized (Onsite or Cluster) Systems 21
Treatment 22
Conventional Septic Tanks 22
Aerobic Treatment Units 22
Media Filters 22
Dispersal Approaches 23
Absorption Field 23
Mound System 23
Drip Dispersal System 24
Evapotranspiration Beds 24
Management of Onsite/Decentralized Wastewater Systems 24
Asset Management 24
Operation 25
Maintenance 25
Common Wastewater Treatment Terminology 25
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Timeline of Federal Water
Pollution Control Acts and Programs
Secondary Treatment Regulations
Federal Water Pollution Contol
Act Amendments of 1972
1974
1975
Clear Water Act Amendments of 1977
National Pretreatment Program Rule
National Municipal Policy
Secondary Treatment Regulations
Clear Water Act Amendments
of 1981, PL 97-177
Clear Water Act Amendments of 1987
Phase I Storm Water Rule
Part 503 Standards for Use and
Disposal of Sewage Sludge
CSO Control Policy
Phase II Storm Water Rule
Federal Clean Water Action Plan
Confined Animal Feeding
Operation Rule
Clean Water Act Requirements for
Wastewater Treatment
The 1972 Amendments to the Federal
Water Pollution Control Act (Public Law 92-
500-, known as the Clean Water Act (CWA),
established the foundation for wastewater
discharge control in this country. The CWA's
primary objective is to 'restore and maintain the
chemical, physical and biological integrity of the
nation's waters.'
The CWA established a control program for
ensuring that communities have clean water
by regulating the release of contaminants
into our country's waterways. Permits that
limit the amount of pollutants discharged
are required of all municipal and industrial
wastewater dischargers under the National
Pollutant Discharge Elimination System (NPDES)
permit program. In addition, a construction
grants program was set up to assist publicly-
owned wastewater treatment works build the
improvements required to meet these new limits.
The 1987 Amendments to the CWA established
State Revolving Funds (SRF) to replace grants as
the current principal federal funding source for
the construction of wastewater treatment and
collection systems.
Over 75 percent of the nation's population is
served by centralized wastewater collection
and treatment systems. The remaining
population uses septic or other onsite systems.
Approximately 16,000 municipal wastewater
treatment facilities are in operation nationwide.
The CWA requires that municipal wastewater
treatment plant discharges meet a minimum of
'secondary treatment'. Over 30 percent of the
wastewater treatment facilities today produce
cleaner discharges by providing even greater
levels of treatment than secondary.
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Primer for Municipal
Wastewater Treatment
Systems
The Need for Wastewa-
ter Treatment
Wastewater treatment is
needed so that we can
use our rivers and streams
for fishing, swimming and
drinking water. For the first
half of the 20th century,
pollution in the Nation's
urban waterways resulted in
frequent occurrences of low
dissolved oxygen, fish kills,
algal blooms and bacterial
contamination. Early efforts
in water pollution control
prevented human waste
from reaching water supplies
or reduced floating debris
that obstructed shipping.
Pollution problems and their
control were primarily local,
not national, concerns.
Since then, population
and industrial growth have
increased demands on our
natural resources, altering
the situation dramatically.
Progress in abating pollution
has barely kept ahead of
population growth, changes
in industrial processes,
technological developments,
changes in land use,
business innovations,
and many other factors.
Increases in both the
quantity and variety of goods
produced can greatly alter
the amount and complexity
of industrial wastes and
challenge traditional
treatment technology. The
application of commercial
fertilizers and pesticides,
combined with sediment
from growing development
activities, continues to be a
source of significant pollution
as runoff washes off the
land.
Water pollution issues now
dominate public concerns
about national water quality
and maintaining healthy
ecosystems. Although a
large investment in water
pollution control has helped
reduce the problem, many
miles of streams are still
impacted by a variety of
different pollutants. This,
in turn, affects the ability of
people to use the water for
beneficial purposes. Past
approaches used to control
water pollution control must
be modified to accommodate
current and emerging issues
Effects of Wastewater on
Water Quality
The basic function of the
Wastewater treatment plant
is to speed up the natural
processes by which water
purifies itself. In earlier
years, the natural treatment
process in streams and
lakes was adequate to
perform basic Wastewater
treatment. As our population
and industry grew to their
present size, increased
levels of treatment prior
to discharging domestic
Wastewater became
necessary.
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(Dafa form U.S. Public Health Service multi wasfewafer inventories:
2000 USEPA Clean Watershed Needs Survey)
Population Receiving Different Levels of
Wastewater Treatment
220
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>
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CL
Before the CWA
After the CWA
1 Raw discharges were eliminated by 1 996
2 Data for the "no-discharge" category were unavailable for 1 968
Some of the key challenges faced by wasfewafer
treatment professionals today:
Many of the wastewater treatment and collection facilities
are now old and worn, and require further improvement,
repair or replacement to maintain their useful life;
The character and quantity of contaminants presenting
problems today are far more complex than those that pre-
sented challenges in the past;
• Population growth is taxing many existing wastewater
treatment systems and creating a need for new plants;
• Farm runoff and increasing urbanization provide ad-
ditional sources of pollution not controlled by wastewater
treatment; and
One third of new development is served by decentralized
systems (e.g., septic systems) as population migrates further
from metropolitan areas.
Collecting and Treating
Wastewater
The most common form
of pollution control in the
United States consists of
a system of sewers and
wastewater treatment plants.
The sewers collect municipal
wastewater from homes,
businesses, and industries
and deliver it to facilities
for treatment before it is
discharged to water bodies
or land, or reused.
Centralized Collection
During the early days of our
nation's history, people living
in both the cities and the
countryside used cesspools
and privies to dispose of
domestic wastewater. Cities
began to install wastewater
collection systems in the late
nineteenth century because
of an increasing awareness
of waterborne disease and
the popularity of indoor
plumbing and flush toilets.
The use of sewage collection
systems brought dramatic
improvements to public
health, further encouraging
the growth of metropolitan
areas. In the year 2000
approximately 208 million
people in the U.S. were
served by centralized
collection systems.
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Combined Sewer Systems
Many of the earliest sewer systems were combined sewers, designed to collect both sanitary
wastewater and storm water runoff in a single system. These combined sewer systems were
designed to provide storm drainage from streets and roofs to prevent flooding in cities.
Later, lines were added to carry domestic wastewater away from homes and businesses.
Early sanitarians thought that these combined systems provided adequate health protection.
We now know that the overflows designed to release excess flow during rains also release
pathogens and other pollutants.
Simplified Urban Water Cycle
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Pollutants
Oxygen-Demanding Substances
Dissolved oxygen is a key element in water quality that is necessary to support aquatic life.
A demand is placed on the natural supply of dissolved oxygen by many pollutants in waste-
water. This is called biochemical oxygen demand, or BOD, and is used to measure how well
a sewage treatment plant is working. If the effluent, the treated wastewater produced by a
treatment plant, has a high content of organic pollutants or ammonia, it will demand more
oxygen from the water and leave the water with less oxygen to support fish and other aquatic
life.
Organic matter and ammonia are "oxygen-demanding" substances. Oxygen-demand-
ing substances are contributed by domestic sewage and agricultural and industrial wastes
of both plant and animal origin, such as those from food processing, paper mills, tanning,
and other manufacturing processes. These substances are usually destroyed or converted
to other compounds by bacteria if there is sufficient oxygen present in the water, but the dis-
solved oxygen needed to sustain fish life is used up in this break down process.
Pathogens
Disinfection of wastewater and chlorination of drinking water supplies has reduced the oc-
currence of waterborne diseases such as typhoid fever, cholera, and dysentery, which remain
problems in underdeveloped countries while they have been virtually eliminated in the U.S.
Infectious micro-organisms, or pathogens, may be carried into surface and groundwater by
sewage from cities and institutions, by certain kinds of industrial wastes, such as tanning and
meat packing plants, and by the contamination of storm runoff with animal wastes from pets,
livestock and wild animals, such as geese or deer. Humans may come in contact with these
pathogens either by drinking contaminated water or through swimming, fishing, or other
contact activities. Modern disinfection techniques have greatly reduced the danger of water-
borne disease.
Nutrients
Carbon, nitrogen, and phosphorus are essential to living organisms and are the chief nutri-
ents present in natural water. Large amounts of these nutrients are also present in sewage,
certain industrial wastes, and drainage from fertilized land. Conventional secondary bio-
logical treatment processes do not remove the phosphorus and nitrogen to any substantial
extent -- in fact, they may convert the organic forms of these substances into mineral form,
making them more usable by plant life. When an excess of these nutrients overstimulates the
growth of water plants, the result causes unsightly conditions, interferes with drinking water
treatment processes, and causes unpleasant and disagreeable tastes and odors in drinking
water. The release of large amounts of nutrients, primarily phosphorus but occasionally ni-
trogen, causes nutrient enrichment which results in excessive growth of algae. Uncontrolled
algae growth blocks out sunlight and chokes aquatic plants and animals by depleting dis-
solved oxygen in the water at night. The release of nutrients in quantities that exceed the
affected waterbody's ability to assimilate them results in a condition called eutrophication or
cultural enrichment.
Inorganic and Synthetic Organic Chemicals
Avast array of chemicals are included in this category. Examples include detergents, house-
hold cleaning aids, heavy metals, pharmaceuticals, synthetic organic pesticides and her-
bicides, industrial chemicals, and the wastes from their manufacture. Many of these sub-
stances are toxic to fish and aquatic life and many are harmful to humans. Some are known
to be highly poisonous at very low concentrations. Others can cause taste and odor prob-
lems, and many are not effectively removed by conventional wastewater treatment.
Thermal
Heat reduces the capacity of water to retain oxygen. In some areas, water used for cooling
is discharged to streams at elevated temperatures from power plants and industries. Even
discharges from wastewater treatment plants and storm water retention ponds affected by
summer heat can be released at temperatures above that of the receiving water, and elevate
the stream temperature. Unchecked discharges of waste heat can seriously alter the ecology
of a lake, a stream, or estuary.
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Workers install sewer line
Sanitary Sewer Systems
Sanitary sewer collection
systems serve over half the
people in the United States
today. EPA estimates that
there are approximately
500,000 miles of publicly-
owned sanitary sewers
with a similar expanse of
privately-owned sewer
systems. Sanitary sewers
were designed and built
to carry wastewater from
domestic, industrial and
commercial sources, but
not to carry storm water.
Nonetheless, some storm
water enters sanitary sewers
through cracks, particularly
in older lines, and through
roof and basement drains.
Due to the much smaller
volumes of wastewater
that pass through sanitary
sewer lines compared to
combined sewers, sanitary
sewer systems use smaller
pipes and lower the cost of
collecting wastewater.
Wastewater Treatment
In 1892, only 27 American
cities provided wastewater
treatment. Today, more
than 16,000 publicly-owned
wastewater treatment plants
operate in the United States
and its territories. The
construction of wastewater
treatment facilities
blossomed in the 1920s and
again after the passage of
the CWAin 1972 with the
availability of grant funding
and new requirements
calling for minimum levels
of treatment. Adequate
treatment of wastewater,
along with the ability to
provide a sufficient supply
of clean water, has become
a major concern for many
communities.
Primary Treatment
The initial stage in the
treatment of domestic
wastewater is known as
primary treatment. Coarse
solids are removed from
the wastewater in the
primary stage of treatment.
In some treatment plants,
primary and secondary
stages may be combined
into one basic operation.
At many wastewater
treatment facilities, influent
passes through preliminary
treatment units before
primary and secondary
treatment begins.
Preliminary Treatment
As wastewater enters a
treatment facility, it typically
flows through a step called
preliminary treatment. A
screen removes large floating
objects, such as rags, cans,
bottles and sticks that may
clog pumps, small pipes, and
down stream processes. The
screens vary from coarse to
fine and are constructed with
parallel steel or iron bars
with openings of about half
an inch, while others may
be made from mesh screens
with much smaller openings.
Screens are generally placed
in a chamber or channel and
inclined towards the flow of
the wastewater. The inclined
screen allows debris to be
caught on the upstream
surface of the screen, and
allows access for manual
or mechanical cleaning.
Some plants use devices
known as comminutors or
barminutors which combine
the functions of a screen and
a grinder. These devices
catch and then cut or shred
the heavy solid and floating
material. In the process, the
pulverized matter remains
in the wastewater flow to be
removed later in a primary
settling tank.
"the ability to
provide a sufficient
supply of dean
water continues to
be a major national
concern"
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Basic Wastewater Treatment Processes
Physical
Physical processes were
some of the earliest methods
to remove solids from
wastewater, usually by
passing wastewater through
screens to remove debris
and solids. In addition,
solids that are heavier than
water will settle out from
wastewater by gravity.
Particles with entrapped
air float to the top of water
and can also be removed.
These physical processes are
employed in many modern
wastewater treatment
facilities today.
Biological
In nature, bacteria and
other small organisms in
water consume organic
matter in sewage, turning
it into new bacterial cells,
carbon dioxide, and other
by-products. The bacteria
normally present in water
must have oxygen to do
their part in breaking down
the sewage. In the 1920s,
scientists observed that these
natural processes could be
contained and accelerated
in systems to remove organic
material from wastewater.
With the addition of oxygen
to wastewater, masses of
microorganisms grew and
rapidly metabolized organic
pollutants. Any excess
microbiological growth
could be removed from
the wastewater by physical
processes.
Chemical
Chemicals can be used to
create changes in pollutants
that increase the removal
of these new forms by
physical processes. Simple
chemicals such as alum,
lime or iron salts can be
added to wastewater to
cause certain pollutants,
such as phosphorus, to floe
or bunch together into large,
heavier masses which can
be removed faster through
physical processes. Over the
past 30 years, the chemical
industry has developed
synthetic inert chemicals
know as polymers to
further improve the physical
separation step in wastewater
treatment. Polymers are
often used at the later
stages of treatment to
improve the settling of excess
microbiological growth or
biosolids.
sr
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III «_M
After the wastewater has
been screened, it may flow
into a grit chamber where
sand, grit, cinders, and small
stones settle to the bottom.
Removing the grit and gravel
that washes off streets or
land during storms is very
important, especially in
cities with combined sewer
systems. Large amounts
of grit and sand entering a
treatment plant can cause
serious operating problems,
such as excessive wear of
pumps and other equipment,
clogging of aeration devices,
or taking up capacity in tanks
that is needed for treatment.
In some plants, another
finer screen is placed after
the grit chamber to remove
any additional material that
might damage equipment or
interfere with later processes.
The grit and screenings
removed by these processes
must be periodically
collected and trucked to a
landfill for disposal or are
incinerated.
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Basic Treatment... primary stage
Primary Sedimentation
With the screening
completed and the grit
removed, wastewater still
contains dissolved organic
and inorganic constituents
along with suspended
solids. The suspended solids
consist of minute particles of
matter that can be removed
from the wastewater
with further treatment
such as sedimentation or
gravity settling, chemical
coagulation, or filtration.
Pollutants that are dissolved
or are very fine and remain
suspended in the wastewater
are not removed effectively
by gravity settling.
When the wastewater enters
a sedimentation tank, it slows
down and the suspended
solids gradually sink to the
bottom. This mass of solids
is called primary sludge.
Various methods have been
devised to remove primary
sludge from the tanks.
Newer plants have some type
of mechanical equipment
to remove the settled solids
from sedimentation tanks.
Some plants remove solids
continuously while others do
so at intervals.
Secondary Treatment
After the wastewater has
been through Primary
Treatment processes, it
flows into the next stage of
treatment called secondary.
Secondary treatment
processes can remove up to
90 percent of the organic
matter in wastewater by
using biological treatment
processes. The two most
common conventional
methods used to achieve
secondary treatment are
attached growth processes
and suspended growth
processes..
Attached Growth
Processes
In attached growth (or fixed
film) processes, the microbial
growth occurs on the surface
of stone or plastic media.
Wastewater passes over
the media along with air to
Solids removed from
automated bar screens
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Sequencing Batch
Reactor
provide oxygen. Attached
growth process units include
trickling filters, biotowers,
and rotating biological
contactors. Attached growth
processes are effective at
removing biodegradable
organic material from the
wastewater.
A trickling filter is simply
a bed of media (typically
rocks or plastic) through
which the wastewater passes.
The media ranges from
three to six feet deep and
allows large numbers of
microorganisms to attach
and grow. Older treatment
facilities typically used
stones, rocks, or slag as the
media bed material. New
facilities may use beds made
of plastic balls, interlocking
sheets of corrugated plastic,
or other types of synthetic
media. This type of bed
material often provides
more surface area and
a better environment for
promoting and controlling
biological treatment than
rock. Bacteria, algae, fungi
and other microorganisms
grow and multiply, forming
a microbial growth or slime
layer (biomass) on the
media. In the treatment
process, the bacteria use
oxygen from the air and
consume most of the organic
matter in the wastewater as
food. As the wastewater
passes down through the
media, oxygen-demanding
substances are consumed by
the biomass and the water
leaving the media is much
cleaner. However, portions
of the biomass also slough
off the media and must settle
out in a secondary treatment
tank.
Suspended Growth
Processes
Similar to the microbial
processes in attached growth
systems, suspended growth
processes are designed
to remove biodegradable
organic material and
organic nitrogen-containing
material by converting
ammonia nitrogen to
nitrate unless additional
treatment is provided. In
suspended growth processes,
the microbial growth is
suspended in an aerated
water mixture where the air
is pumped in, or the water is
agitated sufficiently to allow
oxygen transfer. Suspended
growth process units include
variations of activated
sludge, oxidation ditches and
sequencing batch reactors.
The suspended growth
process speeds up the work
of aerobic bacteria and
other microorganisms that
break down the organic
matter in the sewage by
providing a rich aerobic
environment where the
microorganisms suspended
in the wastewater can work
more efficiently. In the
aeration tank, wastewater is
vigorously mixed with air and
microorganisms acclimated
to the wastewater in a
suspension for several hours.
This allows the bacteria
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and other microorganisms
to break down the organic
matter in the wastewater.
The microorganisms grow
in number and the excess
biomass is removed by
settling before the effluent
is discharged or treated
further. Now activated
with millions of additional
aerobic bacteria, some of
the biomass can be used
again by returning it to an
aeration tank for mixing with
incoming wastewater.
The activated sludge
process, like most other
techniques, has advantages
and limitations. The units
necessary for this treatment
are relatively small, requiring
less space than attached
growth processes. In
addition, when properly
operated and maintained,
the process is generally
free of flies and odors.
However, most activated
sludge processes are more
costly to operate than
attached growth processes
due to higher energy use
to run the aeration system.
The effectiveness of the
activated sludge process
can be impacted by elevated
levels of toxic compounds in
wastewater unless complex
industrial chemicals are
effectively controlled through
an industrial pretreatment
program.
An adequate supply of
oxygen is necessary for the
activated sludge process to
be effective. The oxygen
is generally supplied by
mixing air with the sewage
and biologically active
solids in the aeration
tanks by one or more of
several different methods.
Mechanical aeration can be
accomplished by drawing
the sewage up from the
bottom of the tank and
spraying it over the surface,
thus allowing the sewage
to absorb large amounts of
oxygen from the atmosphere.
Pressurized air can be forced
out through small openings
in pipes suspended in the
wastewater. Combination
Centerfeed well of a clarifier for
removing excess biomass
of mechanical aeration and
forced aeration can also be
used. Also, relatively pure
oxygen, produced by several
different manufacturing
processes, can be added
to provide oxygen to the
aeration tanks.
From the aeration tank,
the treated wastewater
flows to a sedimentation
tank (secondary clarifier),
where the excess biomass
is removed. Some of the
biomass is recycled to the
head end of the aeration
tank, while the remainder is
"wasted" from the system.
The waste biomass and
settled solids are treated
before disposal or reuse as
biosolids.
Lagoons
A wastewater lagoon
or treatment pond is a
scientifically constructed
pond, three to five feet
deep, that allows sunlight,
Secondary Treatment Suspended Growth Process
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Wastewater Lagoon
algae, bacteria, and oxygen
to interact. Biological and
physical treatment processes
occur in the lagoon to
improve water quality. The
quality of water leaving the
lagoon, when constructed
and operated properly, is
considered equivalent to the
effluent from a conventional
secondary treatment system.
However, winters in cold
climates have a significant
impact on the effectiveness
of lagoons, and winter
storage is usually required.
Lagoons have several
advantages when used
correctly. They can be used
for secondary treatment
or as a supplement to
other processes. While
treatment ponds require
substantial land area and
are predominantly used
by smaller communities,
they account for more
than one-fourth of the
municipal wastewater
treatment facilities in this
country. Lagoons remove
biodegradable organic
material and some of the
nitrogen from wastewater.
Land Treatment
Land treatment is the
controlled application of
wastewater to the soil where
physical, chemical, and
biological processes treat
the wastewater as it passes
across or through the soil.
The principal types of land
treatment are slow rate,
overland flow, and rapid
infiltration. In the arid
western states, pretreated
municipal wastewater has
been used for many years
to irrigate crops. In more
recent years, land treatment
has spread to all sections of
the country. Land treatment
of many types of industrial
wastewater is also common.
Whatever method is
used, land treatment can
be a feasible economic
alternative, where the land
area needed is readily
available, particularly
when compared to costly
advanced treatment plants.
Extensive research has been
conducted at land treatment
sites to determine treatment
performance and study
the numerous treatment
processes involved, as
well as potential impacts
on the environment, e.g.
groundwater, surface water,
and any crop that may be
grown.
Slow Rate Infiltration
In the case of slow rate
infiltration, the wastewater
is applied to the land and
moves through the soil
where the natural filtering
action of the soil along
with microbial activity and
plant uptake removes most
contaminants. Part of the
water evaporates or is used
by plants. The remainder is
either collected via drains or
wells for surface discharge or
allowed to percolate into the
groundwater.
Slow rate infiltration is
the most commonly used
land treatment technique.
The wastewater, which is
sometimes disinfected before
application, depending on
the end use of the crop and
the irrigation method, can
be applied to the land by
spraying, flooding, or ridge
and furrow irrigation. The
method selected depends on
cost considerations, terrain,
and the type of crops. Much
of the water and most of the
nutrients are used by the
plants, while other pollutants
are transferred to the soil
by adsorption, where many
are mineralized or broken
down over time by microbial
action.
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Biologically Degradable Wastewater Treated in the U.S. has
increased since 1 940, however, treatment efficiency has
improved so that pollution has decreased.
80,000
70,000
">C
•! 60,000
c
0
1 50,000
u>
4 40,000
§ 30,000
20,000
10,000
1940 1950 1960
1970 1980 1990 1996 2016
Year
165 gal/capita-day is based on data in the Clean Water Needs Surveys for 1 978
through 1986 and accounts for residential, commercial, industrial, stormwater, and
infiltration and inflow components.
Rapid Infiltration
The rapid infiltration
process is most frequently
used to polish and recover
wastewater effluents for
reuse after pretreatment by
secondary and advanced
treatment processes. It is
also effective in cold or
wet weather and has been
successfully used in Florida,
northeastern and arid
southwestern states. Large
amounts of wastewater
are applied to permeable
soils in a limited land area
and allowed to infiltrate
and percolate downward
through the soil into the
water table below. If the
water is to be reused, it can
be recovered by wells. The
cost-effectiveness of this
process depends on the soil's
ability to percolate a large
volume of water quickly and
efficiently, so suitable soil
drainage is important.
Overland Flow
This method has been used
successfully by the food
processing industries for
many years to remove solids,
bacteria and nutrients from
wastewater. The wastewater
is allowed to flow down a
gently-sloped surface that is
planted with vegetation to
control runoff and erosion.
Heavy clay soils are well
suited to the overland flow
process. As the water flows
down the slope, the soil and
its microorganisms form a
gelatinous slime layer similar
in many ways to a trickling
filter that effectively removes
solids, pathogens, and nutri-
ents. Water that is not
absorbed or evaporated is
recovered at the bottom of
the slope for discharge or
reuse.
Constructed Wetlands
Wetlands are areas where
the water saturates the
ground long enough to
support and maintain
wetland vegetation such
as reeds, bulrush, and
cattails. A "constructed
wetlands" treatment system is
designed to treat wastewater
by passing it through the
wetland. Natural physical,
chemical, and biological
wetland processes have been
recreated and enhanced
in constructed wetlands
designed specifically to treat
wastewater from industries,
small communities, storm
runoff from urban and
agricultural areas, and acid
mine drainage. Significant
water quality improvements,
including nutrient reduction,
can be achieved
Constructed Wetlands
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Land Treatment - Rapid Infiltration
Disinfection
Untreated domestic
wastewater contains micro-
organisms or pathogens that
produce human diseases.
Processes used to kill or
deactivate these harmful
organisms are called
disinfection. Chlorine is the
most widely used disinfectant
but ozone and ultraviolet
radiation are also frequently
used for wastewater effluent
disinfection.
Chlorine
Chlorine kills micro-
organisms by destroying
cellular material. This
chemical can be applied to
wastewater as a gas, a liquid
or in a solid form similar to
swimming pool disinfection
chemicals. However, any
free (uncombined) chlorine
remaining in the water,
even at low concentrations,
is highly toxic to beneficial
aquatic life. Therefore,
removal of even trace
amounts of free chlorine
by dechlorination is often
needed to protect fish
and aquatic life. Due to
emergency response and
potential safety concerns,
chlorine gas is used less
frequently now than in the
past.
Ozone
Ozone is produced from
oxygen exposed to a high
voltage current. Ozone is
very effective at destroying
viruses and bacteria and
decomposes back to oxygen
rapidly without leaving
harmful by products. Ozone
is not very economical due to
high energy costs.
Ultraviolet Radiation
Ultra violet (UV) disinfection
occurs when electromagnetic
energy in the form of light in
the UV spectrum produced
by mercury arc lamps
penetrates the cell wall of
exposed microorganisms.
The UV radiation retards the
ability of the microorganisms
to survive by damaging
their genetic material. UV
disinfection is a physical
treatment process that
leaves no chemical traces.
Organisms can sometimes
repair and reverse the
destructive effects of UV
when applied at low doses.
Pretreatment
The National Pretreatment
Program, a cooperative
effort of Federal, state,
POTWs and their industrial
dischargers, requires industry
to control the amount of
pollutants discharged into
municipal sewer systems.
Pretreatment protects the
wastewater treatment
facilities and its workers
from pollutants that may
create hazards or interfere
with the operation and
performance of the POTW,
including contamination of
sewage sludge, and reduces
the likelihood that untreated
pollutants are introduced into
the receiving waters.
Under the Federal
Pretreatment Program,
municipal wastewater
plants receiving significant
industrial discharges must
develop local pretreatment
programs to control
industrial discharges into
their sewer system. These
programs must be approved
by either EPA or a state
acting as the Pretreatment
Approval Authority. More
than 1,500 municipal
treatment plants have
developed and received
approval for a Pretreatment
Program.
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Advanced Methods of
Wastewater Treatment
As our country and the
demand for clean water
have grown, it has become
more important to produce
cleaner wastewater effluents,
yet some contaminants are
more difficult to remove
than others. The demand
for cleaner discharges has
been met through better
and more complete methods
of removing pollutants at
wastewater treatment plants,
in addition to pretreatment
and pollution prevention
which helps limit types of
wastes discharged to the
sanitary sewer system.
Currently, nearly all WWTPs
provide a minimum of
secondary treatment. In
some receiving waters, the
discharge of secondary
treatment effluent would
still degrade water quality
and inhibit aquatic life.
Further treatment is needed.
Treatment levels beyond
secondary are called
advanced treatment.
Advanced treatment
technologies can be
extensions of conventional
secondary biological
treatment to further
stabilize oxygen-demanding
substances in the wastewater,
or to remove nitrogen and
phosphorus. Advanced
treatment may also
involve physical-chemical
separation techniques
such as adsorption,
f I occu I at ion/precipitation,
membranes for advanced
filtration, ion exchange,
and reverse osmosis. In
various combinations, these
processes can achieve any
degree of pollution control
desired. As wastewater is
purified to higher and higher
degrees by such advanced
treatment processes, the
treated effluents can be
reused for urban, landscape,
and agricultural irrigation,
Monitoring a discharger as part of a Pretreatment Program
industrial cooling and
processing, recreational uses
and water recharge, and
even indirect augmentation
of drinking water supplies.
Nitrogen Control
Nitrogen in one form
or another is present in
municipal wastewater and
is usually not removed by
secondary treatment. If
discharged into lakes and
streams or estuary waters,
nitrogen in the form of
ammonia can exert a
direct demand on oxygen
or stimulate the excessive
growth of algae. Ammonia
in wastewater effluent can be
toxic to aquatic life in certain
instances.
By providing additional
biological treatment beyond
the secondary stage,
nitrifying bacteria present
in wastewater treatment can
biologically convert ammonia
to the non-toxic nitrate
through a process known as
nitrification. The nitrification
process is normally sufficient
to remove the toxicity
associated with ammonia in
the effluent. Since nitrate
is also a nutrient, excess
amounts can contribute to
the uncontrolled growth of
algae. In situations where
nitrogen must be completely
removed from effluent, an
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Nitrification Process Tank
additional biological process
can be added to the system
to convert the nitrate to
nitrogen gas. The conversion
of nitrate to nitrogen gas is
accomplished by bacteria
in a process known as
denitrification. Effluent
with nitrogen in the form of
nitrate is placed into a tank
devoid of oxygen, where
carbon-containing chemicals,
such as methanol, are added
or a small stream of raw
wastewater is mixed in with
the nitrified effluent. In this
oxygen free environment,
bacteria use the oxygen
attached to the nitrogen in
the nitrate form releasing
nitrogen gas. Because
CHEMICAL
nitrogen comprises almost
80 percent of the air in the
earth's atmosphere, the
release of nitrogen into the
atmosphere does not cause
any environmental harm.
Biological Phosphorus
Control
Like nitrogen, phosphorus
is also a necessary nutrient
for the growth of algae.
Phosphorus reduction is
often needed to prevent
excessive algal growth
before discharging effluent
into lakes, reservoirs and
estuaries. Phosphorus
removal can be achieved
through chemical addition
and a coagulation-
sedimentation process
discussed in the following
section. Some biological
treatment processes
called biological nutrient
removal (BNR) can also
achieve nutrient reduction,
removing both nitrogen
and phosphorus. Most of
the BNR processes involve
modifications of suspended
growth treatment systems
so that the bacteria in these
systems also convert nitrate
nitrogen to inert nitrogen gas
and trap phosphorus in the
solids that are removed from
the effluent.
Coagulation-
sedimentation
A process known as chemical
coagulation-sedimentation
is used to increase the
removal of solids from
effluent after primary
and secondary treatment.
Solids heavier than water
settle out of wastewater by
gravity. With the addition of
specific chemicals, solids can
become heavier than water
and will settle.
Alum, lime, or iron salts
are chemicals added to
the wastewater to remove
phosphorus. With these
chemicals, the smaller
particles 'floe' or clump
together into large masses.
The larger masses of
particles will settle faster
when the effluent reaches the
next step--the sedimentation
tank. This process can
reduce the concentration of
phosphate by more than 95
percent.
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Although used for years in
the treatment of industrial
wastes and in water
treatment, coagulation-
sedimentation is considered
an advanced process
because it is not routinely
applied to the treatment of
municipal wastewater. In
some cases, the process
is used as a necessary
pretreatment step for other
advanced techniques. This
process produces a chemical
sludge, and the cost of
disposing this material can
be significant.
ADSORPTION
Carbon adsorption
Carbon adsorption
technology can remove
organic materials from
wastewater that resist
removal by biological
treatment. These resistant,
trace organic substances can
contribute to taste and odor
problems in water, taint fish
flesh, and cause foaming
and fish kills.
Carbon adsorption consists
of passing the wastewater
effluent through a bed or
canister of activated carbon
granules or powder which
remove more than 98
percent of the trace organic
substances. The substances
adhere to the carbon surface
and are removed from the
water. To help reduce the
cost of the procedure, the
carbon granules can be
cleaned by heating and used
again.
The Use or Disposal of
Wastewater Residuals
and Biosolids
When pollutants are removed
from water, there is always
something left over. It may
be rags and sticks caught on
the screens at the beginning
of primary treatment. It may
be the solids that settle to
the bottom of sedimentation
tanks. Whatever it is, there
are always residuals that
must be reused, burned,
buried, or disposed of in
some manner that does not
harm the environment.
The utilization and disposal
of the residual process solids
is addressed by the CWA,
Resource Conservation
and Recovery Act (RCRA),
and other federal laws.
These Federal laws re-
enforce the need to employ
environmentally sound
residuals management
techniques and to
beneficially use biosolids
whenever possible. Biosolids
are processed wastewater
solids ("sewage sludge")
that meet rigorous standards
allowing safe reuse for
beneficial purposes.
Currently, more than half
of the biosolids produced
by municipal wastewater
treatment systems is
applied to land as a soil
conditioner or fertilizer and
the remaining solids are
incinerated or landfilled.
Ocean dumping of these
solids is no longer allowed.
Prior to utilization or
disposal, biosolids are
stabilized to control odors
and reduce the number of
disease-causing organisms.
Sewage solids, or sludge,
when separated from the
Biosolids Digester
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Land Application of Biosoilds
wastewater, still contain
around 98 percent water.
They are usually thickened
and may be dewatered
to reduce the volume to
be transported for final
processing, disposal, or
beneficial use. Dewatering
processes include drying
beds, belt filter presses,
plate and frame presses,
and centrifuges. To improve
dewatering effectiveness,
the solids can be pretreated
with chemicals such as lime,
ferric chloride, or polymers
to produce larger particles
which are easier to remove.
Digestion is a form of
stabilization where the
volatile material in the
wastewater solids can
decompose naturally and the
potential for odor production
is reduced. Digestion without
air in an enclosed tank
(anaerobic solids digestion)
has the added benefit of
producing methane gas
which can be recovered and
used as a source of energy.
Stabilization of solids may
also be accomplished by
composting, heat treatments,
drying or the addition
of lime or other alkaline
materials. After stabilization,
the biosolids can be safely
spread on land.
Land Application
In many areas, biosolids
are marketed to farmers as
fertilizer. Federal regulation
(40 CFR Pert 503) defines
minimum requirements
for such land application
practices, including
contaminant limits, field
management practices,
treatment requirements,
monitoring, recordkeeping,
and reporting requirements.
Properly treated and
applied biosolids are a
good source of organic
matter for improving soil
structure and help supply
nitrogen, phosphorus, and
micronutrients that are
required by plants.
Biosolids have also been
used successfully for many
years as a soil conditioner
and fertilizer, and for
restoring and revegetating
areas with poor soils due to
construction activities, strip
mining or other practices.
Under this biosolids
management approach,
treated solids in semi-
liquid or dewatered form
are transported to the soil
treatment areas. The slurry
or dewatered biosolids,
containing nutrients and
stabilized organic matter, is
spread over the land to give
nature a hand in returning
grass, trees, and flowers to
barren land. Restoration of
the countryside also helps
control the flow of acid
drainage from mines that
endangers fish and other
aquatic life and contaminates
the water with acid, salts,
and excessive quantities of
metals.
Incineration
Incineration consists of
burning the dried solids
to reduce the organic
residuals to an ash that
can be disposed or reused.
Incinerators often include
heat recovery features.
Undigested sludge solids
have significant fuel value as
a result of their high organic
content. However, the water
content must be greatly
reduced by dewatering or
drying to take advantage
of the fuel potential of
the biosolids. For this
reason, pressure filtration
dewatering equipment is
used to obtain biosolids
which are sufficiently dry
to burn without continual
reliance on auxiliary fuels.
In some cities, biosolids are
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Composted Biosolids
mixed with refuse or refuse-
derived fuel prior to burning.
Generally, waste heat is
recovered to provide the
greatest amount of energy
efficiency.
Beneficial Use Products
from Biosolids
Heat dried biosolids pellets
have been produced and
used extensively as a
fertilizer product for lawn
care, turf production, citrus
groves, and vegetable
production for many years.
Composting of biosolids
is also a well established
approach to solids
management that has been
adopted by a number of
communities. The composted
peat-like product has shown
particular promise for use
in the production of soil
additives for revegetation of
topsoil depleted areas, and
as a potting soil amendment.
Effective pretreatment
of industrial wastes
prevents excessive levels
of unwanted constituents,
such as heavy metals
(i.e. cadmium, mercury,
and lead) and persistent
organic compounds from
contaminating the residuals
of wastewater treatment and
limiting the potential for
beneficial use.
Effective stabilization
of wastewater residuals
and their conversion to
biosolid products can be
costly. Some cities have
produced fertilizers from
biosolids which are sold to
help pay part of the cost
of treating wastewater.
Some municipalities use
composted, heat dried,
or lime stabilized biosolid
products on parks and other
public areas.
Decentralized (Onsite
and Cluster) Systems
A decentralized wastewater
system treats sewage from
homes and businesses
that are not connected to
a centralized wastewater
treatment plant.
Decentralized treatment
systems include onsite
systems and cluster systems.
An onsite system is a
wastewater system relying on
natural processes, although
sometimes containing
mechanical components,
to collect, treat, disperse
or reclaim wastewater
from a single dwelling or
building. A septic tank and
soil adsorption field is an
example of an onsite system.
A wastewater collection and
treatment system under some
form of common ownership
that collects wastewater from
two or more dwellings or
buildings and conveys it to
a treatment and dispersal
system located on a suitable
site near the dwellings or
buildings is a cluster system.
Decentralized systems
include those using
alternative treatment
technologies like media
filters, constructed wetland
systems, aerobic treatment
units, and a variety of soil
dispersal systems. Soil
dispersal systems include
g-shaped Digesters
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Septic tank and distribution box
pressure systems such as
low pressure pipe and drip
dispersal systems. These
systems treat and disperse
relatively small volumes
of wastewater, and are
generally are found in
rural and suburban areas.
While septic tanks and soil
absorption systems have
significant limitations,
decentralized systems can
effectively protect water
quality and public health
from groundwater and
surface water contamination
if managed properly (i.e.
properly sited, sized,
designed, installed,
operated, and maintained).
Nitrate concentrations in
groundwater that exceed the
drinking water standards can
cause health problems.
Treatment
Onsite wastewater systems
contain three components:
a treatment unit which treats
water prior to dispersal
into the environment; a
soil dispersal component
which assures that treated
water is released into the
environment at a rate which
can be assimilated; and a
management system which
assures proper long term
operation of the complete
system. Disinfection
of the treated effluent
may be provided prior
to dispersal. A typical
onsite system consists of a
septic tank followed by an
effluent distribution system.
Alternative treatment systems
include aerobic treatment
and sand filtration systems.
Conventional Septic
Tanks
A septic tank is a tank buried
in the ground used to treat
sewage without the presence
of oxygen (anaerobic). The
sewage flows from the
plumbing in a home or small
business establishment into
the first of two chambers,
where solids settle out. The
liquid then flows into the
second chamber. Anaerobic
bacteria in the sewage break
down the organic matter,
allowing cleaner water
to flow out of the second
chamber. The liquid typically
discharges through a sub-
surface distribution system.
Periodically, the solid matter
in the bottom of the tank,
referred to as septage, must
be removed and disposed of
properly.
Aerobic Treatment Units
Aerobic treatment units
are also used to provide
onsite wastewater treatment.
They are similar to septic
tanks, except that air is
introduced and mixed with
the wastewater inside the
tank. Aerobic (requiring
oxygen) bacteria consume
the organic matter in the
sewage. As with the typical
septic system, the effluent
discharge from an aerobic
system is typically released
through a sub-surface
distribution system or may be
disinfected and discharged
directly to surface water.
Aerobic treatment units also
require the removal and
proper disposal of solids that
accumulate in the tank.
Media Filters
Media filters are used to
provide further treatment
of septic tank effluent,
and provide high levels of
nitrification. They can be
designed to pass the effluent
once or multiple times
through the media bed.
Media, such as sand, acts as
a filter. The media is placed
two to three feet deep above
a liner of impermeable
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Onsite aerobic treatment unit
material such as plastic
or concrete. Septic tank
effluent is applied to the filter
surface in intermittent doses
and is further treated as it
slowly trickles through the
media. In most media filters,
wastewater is collected in
an underdrain then either
pumped back to the filter
bed or to other types of
treatment.
Dispersal Approaches
Traditional onsite systems
include treatment units
followed by a drainfield or
absorption field. Wastewater
from the treatment unit is
dispersed through a suitable
soil layer where it receives
additional treatment by the
soil microorganisms and
filtering properties of the
soil. If the soil is unsuitable
for the installation of a soil
absorption field, alternative
methods can be used to
further treat or distribute the
treated effluent. The most
common alternative dispersal
systems include low pressure
pipe, mounds, drip disposal,
and evapotranspiration beds.
Absorbtion Field
When soil conditions permit,
the most common method
to disperse septic tank or
aerobic system effluent is an
absorption field consisting
of a series of perforated
parallel pipes laid in trenches
on gravel or crushed stone
or as a direct discharge to
the soil through trenches.
Typically, effluent flows into
the absorption field from
a distribution box which
maintains an even flow of
effluent to the absorption
field. From there, the
effluent drains through the
stone and into the soil which
provides further treatment.
Mound System
When the soil is not
conducive to percolation or
when the groundwater level
is high, a mound system is
commonly used. A mound
system is a distribution
system constructed above
the original ground level
by using granular material
such as sand and gravel
to receive the septic tank
effluent before it flows to
the native soil below. The
effluent flows to a dosing
tank that is equipped with a
pump. Here the effluent is
stored until there is sufficient
liquid. Once the liquid is
pumped out, it moves evenly
throughout the mound before
reaching less permeable
soil or ground water. The
granular material acts as
a treatment medium and
improves the removal of
Mound system under construction
(photo courtesy of Ayres Associates)
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Licensed wastewater treatment plant operator
Sewer line maintenance
pollutants in ways that
may not be provided by
substandard native soils.
Drip Dispersal System
Where soils are very thin or
have reduced permeability,
drip dispersal systems can
be utilized. The typical drip
system operates like drip
irrigation at a moderately
high pressure. The
components of a drip system
include filters to remove
solids, a network of drip
tubes to disperse liquid into
soil, tanks to hold liquid, and
controllers to regulate the
flow to the drip system.
Evapotranspiration Beds
Evapotranspiration (ET) bed
is an onsite dispersal system
where pretreated wastewater
evaporates from the soil
surface or is transpired by
plants into the atmosphere.
Usually, ET beds are used in
arid climates and there is no
discharge either to surface
or ground water. Vegetation
is planted on the surface of
the sand bed to improve the
transpiration process and
landscaping enhances the
aesthetics of the bed.
Management of Decen-
tralized Systems
Ensuring performance of
decentralized wastewater
treatment systems is an
issue of national concern
because these systems are
a permanent component
of our nation's wastewater
infrastructure. Twenty-
five percent of households
nationwide and one-third
of the new homes being
constructed are served by
onsite systems. Many of
the existing systems do not
perform adequately due
to a lack of management.
Therefore, EPA promotes
the sustained management
of decentralized wastewater
systems to enhance their
performance and reliability.
EPA strongly encourages
communities to establish
management programs for
the maintenance of onsite
systems in addition to
improving local requirements
for onsite system siting and
system design. Communities
benefit from effective
onsite system management
programs by enjoying
improved protection of public
health and local surface
water and groundwater
resources, preserving rural
areas, protecting property
owners' investments through
increased system service
life, and avoiding the need
to finance costly central
wastewater collection and
treatment systems.
Asset Management
America's public water-
based infrastructure - its
water supply, wastewater,
and storm water facilities,
and collection/distribution
systems - is integral to our
economic, environmental
and cultural vitality.
Much of this country's
public wastewater system
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infrastructure has crossed
the quarter-century mark,
dating back to the CWA
construction grant funding
of the 1970s. Many of our
collection systems date from
the end of World War II and
the population boom of the
post war era. The oldest
portions of the collection
system pipe network exceed
100 years of service.
Significant parts of this
infrastructure are severely
stressed from overuse and
the persistent under-funding
of repair, rehabilitation,
and replacement. In an
increasing number of
communities, existing
systems are deteriorating,
yet the demand for
new infrastructure to
accommodate growth
presses unabated. A
revitalized approach to
managing capital wastewater
assets for cost effective
performance is emerging
in this country. This asset
management approach
focuses on the cost effective
sustained performance of the
wastewater collection and
treatment system assets over
their useful life.
Operation
Wastewater collection and
treatment systems must
be operated as designed
to adequately protect
water quality and human
health. Most systems are in
operation every day of the
year, rain or shine. Licensed
and trained operators are
responsible for the day-
to-day performance of the
wastewater system. Their
responsibilities include
budget and business
administration, public
relations, analytical testing,
and mechanical engineering
as well as overseeing the
collection system and
wastewater treatment
processes.
Maintenance
Wastewater collection and
treatment systems must
provide reliable service
and avoid equipment
breakdowns. Most
equipment breakdowns
can be avoided if system
operators inspect the
equipment, including
sewer lines and manholes,
regularly. Preventive
maintenance uses data
obtained through the
inspections in a systematic
way to direct maintenance
activities before equipment
failures occur. A good
program will reduce
breakdowns, extend
equipment life, be cost-
effective, and help the
system operators better
perform their jobs.
Common Wastewater
Treatment Terminology
Activated Sludge is a suspended
growth process for removing
organic matter from sewage
by saturating it with air and
microorganisms that can
break down the organic
matter.
Advanced Treatment involves
treatment levels beyond
secondary treatment.
Aeration Tank is a chamber for
injecting air and oxygen into
water.
Aerobic refers to a life or a
process that occurs in the
presence of oxygen.
Aerobic Treatment Units
provide wastewater
treatment by injecting
air into a tank, allowing
aerobic bacteria to treat the
wastewater.
Algae are aquatic plants which
grow in sunlit waters and
release oxygen into the
water. Most are a food
for fish and small aquatic
animals, but some cause
water quality problems.
Alternative System A
wastewater treatment or
collection system utilized
in lieu of a conventional
system.
Anaerobic refers to a life or a
process that occurs in the
absence of free oxygen.
Bacteria are small living
organisms which help
consume the organic
constituents of sewage.
Barminutor is a device mounted
on bar screens in a
wastewater treatment plant
to shred material, such
as rags and debris, that
accumulates on the bars.
Bar Screen is composed of
parallel bars that remove
larger objects from
wastewater.
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Black Water is the term given
to domestic wastewater that
carries animal, human, or
food wastes.
Biological Nutrient Removal
(BNR) is the use of bacteria
to remove nutrients from
wastewater.
Biomass is microbial growth.
Biosolids are treated sewage
sludge solids that have
been stabilized to destroy
pathogens and meet
rigorous standards allowing
for safe reuse of this material
as a soil amendment.
Biotower is a unit in which the
waste is allowed to fall
through a tower packed with
synthetic media on which
there is biological growth
similar to the trickling filter.
BOD (Biochemical Oxygen
Demand) is a measure
of oxygen consumed in
biological processes that
break down organic matter
in water.
Carbon Adsorption is a method
to treat wastewater in which
activated carbon removes
trace organic matter that
resists degradation.
Chlorination is the process
of adding chlorine gas or
chlorine compounds to
wastewater for disinfection.
Chlorinator is a device that adds
chlorine, in gas or liquid
form, to wastewater to kill
infectious bacteria.
Clarifier also known as a settling
tank, removes solids from
wastewater by gravity settling
or by coagulation.
Clean Water Act (Federal
Water Pollution Control Act)
originally enacted in 1948
and amended in 1972, 1981
and 1987, the Clean Water
Act has as its objective the
restoration and maintenance
of the "chemical, physical,
and biological integrity of
the Nation's waters."
Coagulation is the clumping
together of solids to make
them settle out of the
sewage faster. Coagulation
of solids is improved by the
use of chemicals such as
lime, alum, iron salts, or
polymers
Combined Sewers carry both
sewage and stormwater
runoff.
Comminutor is a device to catch
and shred heavy solid matter
at the headworks of the
wastewater treatment plant.
Composting is the natural
biological decomposition
of organic material in the
presence of air to form
a stabilized, humus-like
material.
Conventional Systems are
wastewater treatment
systems that have been
traditionally used to collect
municipal wastewater in
sewers and convey it to a
central facility for treatment
prior to discharge to surface
waters. Either primary or
secondary treatment may be
provided in a conventional
system.
Denitrification is the reduction
of nitrite to nitrogen gas.
Denitrification is carried
out in wastewater treatment
tanks by bacteria under
anoxic conditions. The
bacteria use the nitrate for
energy, and in the process,
release nitrogen gas. The
nitrogen gas, a major
constituent of air, is released
to the atmosphere.
Diffused Air is a technique by
which air under pressure
is forced into sewage in
an aeration tank. The air
is pumped into the tank
through a perforated pipe
and moves as bubbles
through the sewage.
Digestion of solids takes place in
tanks where volatile organic
materials are decomposed
by bacteria, resulting
in partial gasification,
liquefaction, and
mineralization of pollutants.
Disinfection is the killing of
pathogenic microbes
including pathogenic
bacteria, viruses, helminths,
and protozoans.
Dispersal/Percolation involves
a volume of wastewater
applied to the land,
penetrating the surface,
and passing through the
underlying soil.
Dissolved Oxygen (DO) is
the amount of free oxygen
in solution in water, or
wastewater effluent.
Adequate concentrations
of dissolved oxygen are
necessary for fish and other
aquatic organisms to live
and to prevent offensive
odors.
Eligible Costs are those
wastewater reduction
activities that can be funded
with State Revolving Fund
(SRF) loans.
Effluent is the treated liquid that
comes out of a treatment
plant after completion of the
treatment process.
Eutrophication is the normally
slow aging process by
which a lake evolves
into a bog or marsh and
ultimately disappears.
During eutrophication, the
lake becomes enriched
with nutrients, especially
nitrogen and phosphorus,
which support the excess
production of algae and
other aquatic plant life.
Eutrophication may be
accelerated by many human
activities.
Evapotranspiration is the
uptake of water from the
soil by evaporation and by
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transpiration from the plants
growing thereon.
Floe is a clump of solids formed
in sewage by biological or
chemical action.
Flocculation is the process
by which clumps of solids
in sewage are made to
increase in size by chemical
action.
Gray Water refers to domestic
wastewater composed of
wash water from sinks,
shower, washing machines
(does not include toilet
wastewater).
Grinder Pump is a mechanical
device which shreds
wastewater solids and raises
the fluid pressure level high
enough to pass wastewater
through small diameter
pressure sewers.
Grit Chamber is a small
detention basin designed to
permit the settling of coarse,
heavy inorganic solids, such
as sand, while allowing the
lighter organic solids to pass
through the chamber.
Groundwater is the zone
beneath the ground surface
saturated with water that has
seeped down through soil
and rock.
Impervious means resistant to
penetration by fluids or by
roots.
Incineration involves combustion
of the organic matter in
sewage sludge, producing a
residual inert ash.
Infiltration is the penetration of
water through the ground
into sub-surface soil or the
passing of water from the
soil into a pipe, such as a
Influent refers to water,
wastewater, or other liquid
flowing into a reservoir,
basin or treatment plant, or
any unit thereof.
Inorganic refers to compounds
that do not contain carbon.
Interceptors are large sewer
lines that collect the flows
from smaller main and trunk
sewers and carry them to the
treatment plant.
Intermittent sand filter involves
a bed of sand or other
fine-grained material to
which wastewater is applied
intermittently in flooding
doses.
Lagoon is a shallow pond in
which algae, aerobic and
anaerobic bacterial purify
wastewater.
Land Application is the
controlled application of
wastewater or biosolids onto
the ground for treatment
and/or reuse.
Lateral Sewers are small pipes
that are placed in the
ground to receive sewage
from homes and businesses
and convey it to main, trunk
and interceptor sewer lines
leading to the wastewater
treatment plant.
Mechanical Aeration uses
mechanical energy to inject
air from the atmosphere into
water to provide oxygen to
create aerobic conditions.
Media Filters involves a bed of
sand or other fine-grained
material to which wastewater
is applied, generally to
physically remove suspended
solids from sewage.
Bacteria on the media
decompose additional
wastes. Treated water drains
from the bed. Solids that
accumulate at the surface
must be removed from the
bed periodically.
Microbes is shorthand for
microorganisms.
Million Gallons Per Day (MOD)
is a measurement of the
volume of water.
Mound System is an effluent
disposal system involving a
mound of soil built up on the
original ground surface to
which effluent is distributed.
National Pollutant Discharge
Elimination System
(NPDES) is a program
established by the Clean
Water Act (CWA) that
requires all wastewater
discharges into "waters of
the United States" to obtain
a permit issued by the US
Environmental Protection
Agency (EPA) or a state
agency authorized by the
EPA.
Nitrification is the biochemical
oxidation of ammonium to
nitrate.
Nitrogenous Wastes are wastes
that contain a significant
concentration of nitrogen.
Nutrients are elements or
compounds essential as
raw materials for plant
and animal growth and
development.
Organic Matter is the
carbonaceous material
contained in plants or
animals and wastes.
Overland Flow is land treatment
which involves the controlled
application of wastewater
onto grass-covered gentle
slopes, with impermeable
surface soils. As water flows
over the grass-covered soil
surface, contaminants are
removed and the water is
collected at the bottom of
the slope for reuse.
Oxidation involves aerobic
bacteria breaking down
organic matter and oxygen
combining with chemicals in
sewage.
Oxidation Pond is an aerated
man-made pond used for
wastewater treatment.
Ozonation is a disinfection
process where ozone is
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generated and added to
wastewater effluent to kill
pathogenic organisms.
Pathogens are disease-causing
microorganisms, including
pathogenic bacteria, viruses,
helminths, and protozoans.
Percolation is the movement
of water through sub-
surface soil layers, usually
continuing downward to the
groundwater.
Permeability is a measure of
the ease with which water
penetrates or passes through
soil.
Phosphorus is a nutrient that
is essential to life, but in
excess, contributes to the
eutrophication of lakes and
other water bodies.
Pollution results when
contaminants in human,
animal, vegetable, mineral,
chemical or thermal waste
or discharges reach water,
making it less desirable
for domestic, recreation,
industry, or wildlife uses.
Polymer is a long chain organic
compound produced by
the joining of primary units
called monomers. Polymers
are used to improve settling
of suspended solids, remove
solids from wastewater,
and improve dewatering of
biosolids.
Pressure Sewers are a system
of pipes in which the water,
wastewater or other liquid is
transported under pressure
supplied by pumps.
Pretreatment involves treatment
of wastes or wastewater by
industries performed prior
to the discharge to the sewer
system.
Primary Treatment is the
initial stage of wastewater
treatment that removes
floating material and
material that easily settles
out.
Pump is a mechanical device
for raising or lifting water or
other fluid, or for applying
pressure to fluids in pipes.
Receiving Waters are
waterbodies (i.e. rivers,
lakes, oceans, or other
water courses) that receive
discharges of treated or
untreated wastewater.
Rotating Biological Contactor
(RBC) is a wastewater
treatment process involving
large, closely-spaced
plastic discs rotated about a
horizontal shaft. The discs
alternately move through
the wastewater and the air,
developing a biological
growth on the surface of the
discs that removes organic
material in the wastewater.
Sanitary Sewer is the collection
system for transporting
domestic and industrial
wastewater to municipal
wastewater treatment
facilities. Stormwater is not
directed into this system but
is handled by a separate
system.
Secondary Treatment is the
second stage in most
wastewater treatment
systems in which bacteria
consume the organic matter
in wastewater. Federal
regulations define secondary
treatment as meeting
minimum removal standards
for BOD, TSS, and pH in
the discharged effluents
from municipal wastewater
treatment facilities.
Sedimentation Tanks are
wastewater treatment tanks
in which floating wastes are
skimmed off and settled
solids are removed for
disposal.
Seepage is the slow movement
of water through small
cracks or pores of the soil,
or out of a pond, tank or
pipe.
Septage refers to the residual
solids in septic tanks or
other on-site wastewater
treatment systems that must
be removed periodically for
disposal.
Septic Tanks are a type of onsite
wastewater treatment system
in which the organic waste
is decomposed and solids
settle out. The effluent
flows out of the tank to a
soil adsorption field or other
dispersal system.
Sequencing Batch Reactors
(SBR) are a variation
of the activated sludge
process where all treatment
processes occur in one tank
that is filled with wastewater
and drawn down to
discharge after treatment is
complete.
Settleable Solids are solids that
are heavier than water and
settle out of water by gravity.
Sewers are a system of pipes
that collect and deliver
wastewater and/or
stormwater to treatment
plants or receiving waters.
Soil Absorption Field is a
subsurface area containing
a trench or bed with a
minimum depth of 12
inches of clean stones and
a system of piping through
which treated wastewater
effluent is distributed into the
surrounding soil for further
treatment and disposal.
Slow Rate Land Treatment
involves the controlled
application of wastewater
to vegetated land at a few
inches of liquid per week.
Storm Sewers are a separate
system of pipes that carry
rain and snow melt from
buildings, streets and yards
to surface waters.
Suspended Solids are the small
particles suspended in water
or wastewater.
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Transpiration is the process
by which water vapor is
released to the atmosphere
by living plants.
Trickling Filter is a fixed film
process that involves a tank,
usually filled with a bed of
rocks, stones or synthetic
media, to support bacterial
growth used to treat
wastewater.
Ultraviolet Radiation (UV) is a
disinfection process where
wastewater is exposed to UV
light for disinfection.
Virus is the smallest form of
a pathogen which can
reproduce within host cells.
Wastewater Treatment Plant is
a facility involving a series
of tanks, screens, filters, and
other treatment processes
by which pollutants are
removed from water.
Water Table is the elevation of
groundwater or saturated
soil level in the ground.
For more information see
www.epa.gov.owm
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