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Two-compartment
septic tank
Loam soil
Crushed
stone
Evapotranspiration
bed
Wick
On-site wastewater treatment systems
Evapotranspiration bed
Bruce Lesikar
Extension Agricultural Engineering Specialist
The Texas A&M University System
ET systems are designed accord-
ing to local evapotranspiration and
rainfall rates, which vary across
Texas. The local authorized agent,
generally the local health department
or regional office of the Texas Natural
Resource Conservation Commission,
L-5228
8-99
A
n evapotranspiration (ET) bed treats wastewater by using evapo-
transpiration — the loss of water from the soil by evapo-
ration and by transpiration from plants growing there.
ET beds are used where the soil cannot treat wastewater before it
percolates to groundwater, such as in rocky soils, or where the soil pre-
vents wastewater from percolating from the application field, such as in
heavy clay soils.
can tell you what the rates are in your
area. ET bed systems can be smaller
in drier regions of the state compared
to the same size household in wetter
locations. These systems do not work
in very wet areas where more rain
falls than is evaporated or transpired.
There are two types of ET beds:
lined and unlined. In lined systems,
the ET bed is lined with a natural clay,
synthetic or concrete liner. A liner is
required if the surrounding soil is very
permeable, such as in sandy gravel or
karst limestone.
Unlined systems can be used in
highly impermeable soils such as
heavy clays. In unlined systems,
wastewater is disposed of by a
combination of evaporation, transpira-
tion and absorption, which is often
called an evapotranspiration/absorp-
tion (ETA) system.
Figure 1: An evapotranspiration bed system.
Treatment
In ET bed systems, solid materi-
als are removed from the wastewater
by a septic tank. Then the wastewater
is distributed throughout the ET bed
system. There, final treatment and
disposal occur when the water
evaporates and plants use nutrients in
the effluent and release moisture
through transpiration.
As the water evaporates, salts,
minerals and solids from the effluent
accumulate in the bed. During very
wet periods when evapotranspiration
is low, ET beds store water until drier
periods when it evaporates and
transpires.
Design
An ET bed contains storage
trenches, loam backfill around the
trenches and sandy loam soil over the
top of the loam backfill for grass
growth. Generally, the required bed
surface area is divided between two
beds, which allows for switching
between the beds to avoid overload-
ing.
A liner and sand cushion are
placed in the ground, and the storage
system is set on the bed bottom.
Generally, the storage system consists
of a bed of rocks or gravel of a
uniform size ranging from 3/4-inch to
2 inches in diameter, filling the bed to
a depth of 12 inches or less, depend-
ing on the bed’s overall depth.
Distribution pipes are placed no more
than 4 feet apart and no more than 2
feet from the bed walls. The top of the
distribution pipe must be flush with
the top of the rock media.
Other types of media such as tire
chips, or storage systems such as
leaching chambers, may be used for
the storage trenches.
A water-permeable soil barrier (a
geotextile filter fabric) is placed over
the rock. A loam soil is added to fill
the bed to within two inches of the
top. Selecting the proper soil is
extremely important in building an ET
system. (State regulations classify the
soil as a class II, loamy soil.) The soil
draws the water toward the surface
faster than coarse sand.
Wicks incorporated into the rock
media draw water continuously from
the rocks into the soil and toward the
surface area, where it evaporates or is
taken up by plants. A wick is a
column of soil that extends through
the rock media to the bottom of the
bed. The total wick area should be 10
to 15 percent of the bed surface and
should be uniformly spaced through-
out the bed.
After the loamy soil is in place,
the final two inches are filled with
sandy loam and mounded in the
center with a slope of 2 to 4 percent
toward the outside of the bed. The last
step is to plant vegetation specially
selected to transpire the most water,
such as bermudagrass or St. August-
ine grass. Placing grass sod over the
bed may be the best approach to
establishing grass there. Using seed
may let the mounded soil wash away
during heavy rainfall before the grass
is established. Larger plants with
shallow root systems, such as ever-
green bushes, may also be used to
help take up water.
If you use grasses with dormant
periods, be sure to provide adequate
vegetation on the beds during these
periods. A common solution is
overseeding with winter grasses to
provide year-round transpiration.
How to keep it working
A valve connecting the two beds
allows you to alternate the wastewater
inflow between each bed. When one
bed becomes saturated, turn the valve
to send effluent into the other under-
loaded bed. An inspection port added
Grass cover
is important
for transpiration
of wastewater
to each bed will help you determine
each bed’s water levels during use.
Covering the port prevents insects,
small animals and unauthorized
people from getting to the bottom of
the bed.
Here’s how to maintain your ET
bed properly:
 Mow the grass cover regularly.
Grass cover is important for
transpiration of wastewater.
Overseed with a cool-season
grass to provide transpiration in
winter. If you do not maintain the
grass cover, the system will
probably fail.
 Divert rainfall runoff around the
system. The system is designed to
handle normal rainfall entering
from the top of the system, but
excessive rainfall will overload it.
Rainfall runoff from buildings
and paved areas can add too
much water to the ET bed. This
water must be diverted around the
system. Maintain the sloped
cover on the system to help rain
run off the bed.
 Check the vegetation growing on
the system as the system matures.
You may need to use salt-tolerant
grasses, such as bermuda-grass,
because salt accumulates in the
system. Water leaves salts in the
soil when it evaporates. Harvest-
ing the salt-tolerant grasses may
reduce the salts in the system if
the plants can accumulate the salt
in their leaves. The potential for
high salt concentrations depends
on how much salt is in the water
supply.
 Develop good water conservation
habits at home. Excessive water
use overloads the system and
causes failure.
To keep the beds aerobic and
prevent clogging, build them as
shallow as possible, from 18 inches
to a maximum of 36 inches deep.
Figure 2: Evapotranspiration beds should be built as shallow as possible, from
18 inches to a maximum of 36 inches deep.
Divert
rainfall runoff
around the system
2 to 3 inch perforated
monitoring pipe
Geotextile
fabricLoam soil
Sand
cushion
PVC liner
2 foot
maximum
spacing
4 foot
space
Alternate
crushed stone
bed
12
18 min
36 max
Loam soil
3 to 10 inch
distribution
pipe
Surface to drain
Sandy loam-slope
Crushed
stone
Produced by Agricultural Communications, The Texas AM University System
All publications in the On-site Wastewater Treatment Systems series can be downloaded free from the World Wide Web at:
http://agpublications.tamu.edu/pubs/ewaste
Educational programs of the Texas Agricultural Extension Service are open to all people without regard to race, color, sex, disability, religion, age or national origin.
Issued in furtherance of Cooperative Extension Work in Agriculture and Home Economics, Acts of Congress of May 8, 1914, as amended, and June 30, 1914, in cooperation with the United States
Department of Agriculture. Chester P. Fehlis, Deputy Director, The Texas Agricultural Exension Service, The Texas AM University System.
30,000 copies, Revision ENG
For Sale Only $1
The On-Site Wastewater Treatment Systems series of publications is a result of collaborative efforts of various agencies,
organizations and funding sources. We would like to acknowledge the following collaborators:
Texas State Soil and Water Conservation Board USEPA 319(h) Program
Texas On-Site Wastewater Treatment Research Council Texas Agricultural Extension Service
Texas Natural Resource Conservation Commission Texas Agricultural Experiment Station
USDA Water Quality Demonstration Projects Texas On-Site Wastewater Association
Consortium of Institutes for Decentralized Wastewater Treatment USDA Natural Resources Conservation Service

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Evapotranspiration Bed Wastewater Treatment and Gardening

  • 1. Two-compartment septic tank Loam soil Crushed stone Evapotranspiration bed Wick On-site wastewater treatment systems Evapotranspiration bed Bruce Lesikar Extension Agricultural Engineering Specialist The Texas A&M University System ET systems are designed accord- ing to local evapotranspiration and rainfall rates, which vary across Texas. The local authorized agent, generally the local health department or regional office of the Texas Natural Resource Conservation Commission, L-5228 8-99 A n evapotranspiration (ET) bed treats wastewater by using evapo- transpiration — the loss of water from the soil by evapo- ration and by transpiration from plants growing there. ET beds are used where the soil cannot treat wastewater before it percolates to groundwater, such as in rocky soils, or where the soil pre- vents wastewater from percolating from the application field, such as in heavy clay soils. can tell you what the rates are in your area. ET bed systems can be smaller in drier regions of the state compared to the same size household in wetter locations. These systems do not work in very wet areas where more rain falls than is evaporated or transpired. There are two types of ET beds: lined and unlined. In lined systems, the ET bed is lined with a natural clay, synthetic or concrete liner. A liner is required if the surrounding soil is very permeable, such as in sandy gravel or karst limestone. Unlined systems can be used in highly impermeable soils such as heavy clays. In unlined systems, wastewater is disposed of by a combination of evaporation, transpira- tion and absorption, which is often called an evapotranspiration/absorp- tion (ETA) system. Figure 1: An evapotranspiration bed system.
  • 2. Treatment In ET bed systems, solid materi- als are removed from the wastewater by a septic tank. Then the wastewater is distributed throughout the ET bed system. There, final treatment and disposal occur when the water evaporates and plants use nutrients in the effluent and release moisture through transpiration. As the water evaporates, salts, minerals and solids from the effluent accumulate in the bed. During very wet periods when evapotranspiration is low, ET beds store water until drier periods when it evaporates and transpires. Design An ET bed contains storage trenches, loam backfill around the trenches and sandy loam soil over the top of the loam backfill for grass growth. Generally, the required bed surface area is divided between two beds, which allows for switching between the beds to avoid overload- ing. A liner and sand cushion are placed in the ground, and the storage system is set on the bed bottom. Generally, the storage system consists of a bed of rocks or gravel of a uniform size ranging from 3/4-inch to 2 inches in diameter, filling the bed to a depth of 12 inches or less, depend- ing on the bed’s overall depth. Distribution pipes are placed no more than 4 feet apart and no more than 2 feet from the bed walls. The top of the distribution pipe must be flush with the top of the rock media. Other types of media such as tire chips, or storage systems such as leaching chambers, may be used for the storage trenches. A water-permeable soil barrier (a geotextile filter fabric) is placed over the rock. A loam soil is added to fill the bed to within two inches of the top. Selecting the proper soil is extremely important in building an ET system. (State regulations classify the soil as a class II, loamy soil.) The soil draws the water toward the surface faster than coarse sand. Wicks incorporated into the rock media draw water continuously from the rocks into the soil and toward the surface area, where it evaporates or is taken up by plants. A wick is a column of soil that extends through the rock media to the bottom of the bed. The total wick area should be 10 to 15 percent of the bed surface and should be uniformly spaced through- out the bed. After the loamy soil is in place, the final two inches are filled with sandy loam and mounded in the center with a slope of 2 to 4 percent toward the outside of the bed. The last step is to plant vegetation specially selected to transpire the most water, such as bermudagrass or St. August- ine grass. Placing grass sod over the bed may be the best approach to establishing grass there. Using seed may let the mounded soil wash away during heavy rainfall before the grass is established. Larger plants with shallow root systems, such as ever- green bushes, may also be used to help take up water. If you use grasses with dormant periods, be sure to provide adequate vegetation on the beds during these periods. A common solution is overseeding with winter grasses to provide year-round transpiration. How to keep it working A valve connecting the two beds allows you to alternate the wastewater inflow between each bed. When one bed becomes saturated, turn the valve to send effluent into the other under- loaded bed. An inspection port added Grass cover is important for transpiration of wastewater
  • 3. to each bed will help you determine each bed’s water levels during use. Covering the port prevents insects, small animals and unauthorized people from getting to the bottom of the bed. Here’s how to maintain your ET bed properly: Mow the grass cover regularly. Grass cover is important for transpiration of wastewater. Overseed with a cool-season grass to provide transpiration in winter. If you do not maintain the grass cover, the system will probably fail. Divert rainfall runoff around the system. The system is designed to handle normal rainfall entering from the top of the system, but excessive rainfall will overload it. Rainfall runoff from buildings and paved areas can add too much water to the ET bed. This water must be diverted around the system. Maintain the sloped cover on the system to help rain run off the bed. Check the vegetation growing on the system as the system matures. You may need to use salt-tolerant grasses, such as bermuda-grass, because salt accumulates in the system. Water leaves salts in the soil when it evaporates. Harvest- ing the salt-tolerant grasses may reduce the salts in the system if the plants can accumulate the salt in their leaves. The potential for high salt concentrations depends on how much salt is in the water supply. Develop good water conservation habits at home. Excessive water use overloads the system and causes failure. To keep the beds aerobic and prevent clogging, build them as shallow as possible, from 18 inches to a maximum of 36 inches deep. Figure 2: Evapotranspiration beds should be built as shallow as possible, from 18 inches to a maximum of 36 inches deep. Divert rainfall runoff around the system 2 to 3 inch perforated monitoring pipe Geotextile fabricLoam soil Sand cushion PVC liner 2 foot maximum spacing 4 foot space Alternate crushed stone bed 12 18 min 36 max Loam soil 3 to 10 inch distribution pipe Surface to drain Sandy loam-slope Crushed stone
  • 4. Produced by Agricultural Communications, The Texas AM University System All publications in the On-site Wastewater Treatment Systems series can be downloaded free from the World Wide Web at: http://agpublications.tamu.edu/pubs/ewaste Educational programs of the Texas Agricultural Extension Service are open to all people without regard to race, color, sex, disability, religion, age or national origin. Issued in furtherance of Cooperative Extension Work in Agriculture and Home Economics, Acts of Congress of May 8, 1914, as amended, and June 30, 1914, in cooperation with the United States Department of Agriculture. Chester P. Fehlis, Deputy Director, The Texas Agricultural Exension Service, The Texas AM University System. 30,000 copies, Revision ENG For Sale Only $1 The On-Site Wastewater Treatment Systems series of publications is a result of collaborative efforts of various agencies, organizations and funding sources. We would like to acknowledge the following collaborators: Texas State Soil and Water Conservation Board USEPA 319(h) Program Texas On-Site Wastewater Treatment Research Council Texas Agricultural Extension Service Texas Natural Resource Conservation Commission Texas Agricultural Experiment Station USDA Water Quality Demonstration Projects Texas On-Site Wastewater Association Consortium of Institutes for Decentralized Wastewater Treatment USDA Natural Resources Conservation Service