Reducing the Risk of Groundwater Contamination by Improving Household Wastewater Treatment
Farm•A•Syst: Farmstead Assessment System Fact Sheet #6
Properly installing and maintaining a system for treating and disposing of household wastewater minimizes the impact of that system on groundwater and surface water. State and local codes specify how wastewater systems must be designed, installed and maintained. For example, Missouri Code 10CSR 20-8.021 regulates private sewage systems, and NR 113 addresses servicing these systems.
At minimum, follow the codes, but also consider whether the minimum requirement is sufficient for your site.
Septic tank/soil-absorption system: The most common system
The most common form of on-site wastewater treatment is a septic tank/soil-absorption system. In this system, wastewater flows from the household sewer into an underground septic tank.
- There, the waste components separate. The heavier solids (sludge) settle to the bottom, and the grease and fatty solids (scum) float to the top.
- Bacteria partially decompose and liquefy the solids.
- Baffles are placed in the tank to provide maximum retention of solids, prevent inlet and outlet plugging and prevent rapid flow of wastewater through the tank.
- More liquid portion (effluent) flows through an outlet to the soil-absorption field.
- The absorption field usually is a series of parallel trenches (fingers), each containing a distribution pipe or tile embedded in drainfield gravel or rock.
- The effluent leaks out through holes in the pipe or seams between tile sections, then down through the drainfield gravel or rock and into the soil.
- The soil filters out remaining minute solids and pathogens (disease-producing microorganisms), and dissolved substances slowly percolate down to groundwater.
Quantity of wastewater
Minimize the volume of household wastewater
Reducing the volume of wastewater entering the treatment system is important because less flow (volume) means better treatment, longer system life and less chance of overflow. For holding tanks, less volume reduces costs by reducing the number of times the tank has to be emptied.
The quantity of water used depends on the number of people using the dwelling, how water is used and maintenance of the water supply system. Average water use in rural households is 75 gallons to 100 gallons per person every day. With low-use fixtures and individual awareness and concern, a reduction to fewer than 50 gallons per person a day is possible. However, even conservative use by several people may exceed the capacity of the wastewater treatment system.
Reducing the volume of water entering the system improves the treatment by increasing the time the waste spends in the system, thus providing more time for settling and aeration and more soil contact.
Consider the following ways to minimize water use:
- Eliminate nonfunctional uses, such as flushing toilets to dispose of tissues or other wastes that should be handled as solid waste. Turn off water between uses, fix plumbing-fixture leaks and try to eliminate sources of clear water and infiltration into the system. (For example, divert roof drains away from the soil-absorption field.)
- Consider which actions use the most water. Toilet flushing usually ranks highest. Low-flow models could decrease water use by more than half. In the United States, 35 percent to 40 percent of the population has plumbing codes that require 1.5-gallon-or-less toilets on all new construction. Composting toilets allow greater reductions, but they present other waste-disposal challenges.
- Bathing and clothes washing are next in order of water use. For bathing, consider such reduction options as installing low-flow or controlled-flow showerheads, which cleanse well with less water; taking shorter showers; and only using water to get wet, then soaping up without water running, then rinsing.
- For washing clothes, use a suds saver and run full loads. Front-loading washers use much less water. When running small loads, be sure to use the reduced-water level setting.
- Run dishwashers only with a full load.
- Modern, efficient plumbing fixtures, including 0.5- to 1.5-gallon toilets, 0.5- to 2.0 gallons per minute (gpm) showerheads, faucets of 1.5 gpm or less and front-loading washing machines of 20 gallons to 27 gallons per 10- to-12-pound dry load, offer the potential of substantial reduction in residential water use and wastewater generation. These reductions commonly amount to between 30 percent and 70 percent of total in-house water use (Figure 2).
- In hard-water areas, the water softener may use a significant amount of water. Properly adjusting and timing the softener's regeneration mechanism reduces excessive water use.
- Keep in mind that your awareness of your family's water use and how each of you can reduce it is as important as the use of water-conservation devices.
Figure 1 shows a typical household system for wastewater generation, collection, treatment and disposal. Although systems for many farmsteads may be similar (groundwater supply, septic tank, subsurface treatment and disposal), note the lists of options below each part of the diagram. You may wish to circle the parts found in your system. The "leakage," "overflow," "infiltration" and "clear water" components represent possible problems with the system.
Typical household wastewater treatment system with problems. Illustration by Andy Hopfensperger, University of Wisconsin-Madison, Department of Agricultural Engineering.1 Overflow devices are not approved for installation in Missouri.
Buried sand filter. Source: Onsite Domestic Sewage Handbook, MWPS24, Midwest Plan Service, 1982.
Unfortunately, these problems often are difficult to recognize. You may notice overflow from systems as wet spots, odors and in changes in vegetation cover. Water entry (infiltration and clear water) will be more difficult to detect, involving tracing where floor drains, roof drains, foundation drains and sumps are directing waters that do not need treatment into the treatment system. Leakage from the collection and treatment system — as well as infiltration of water into the system through unsealed joints, access ports and cracks — can be difficult to assess. The flow chart at the bottom of the box follows the flow of wastewater and sludge through the treatment system.
Water use by conventional fixtures and water-saving fixtures and devices
||4 to 6 per flush
||0.5 per flush
||4 to 6 per minute
||Low-flow shower head
||2.0 per minute
||Faucet-flow control aerators
|Bathroom and kitchen
||4 to 6 per minute
|0.5 per minute
1.5 per minute
|Top-loading clothes washer
||40 to 55 per load
||Front-loading clothes washer
||22 to 33 per load
Penn State Cooperative Extension Circular 302
Quality of wastewater
Minimize the amount and complexity of contaminants in the wastewater
The quality of water refers to what is in the water, not to the water itself. Even wastewater is more than 99.44 percent pure water. Wastewater usually contains relatively small amounts of contaminants, but they make a big difference in the usefulness of the water.
Contaminants found in wastewater include:
Bacteria and viruses, some of which can cause disease in humans. These microorganisms are large enough to be removed by settling or through filtration in beds or soil. Many microorganisms will die from the adverse conditions or aging in the system.
Suspended solids, particles that are more dense or less dense (scum) than water. Most can be separated from liquid waste by allowing enough time in a relatively calm tank. Grease and fats are a part of the suspended solids. Filtration beds and absorption systems can be clogged by wastewater high in suspended solids.
Oxygen demand. The microorganisms that decompose organic wastes use oxygen. The amount of oxygen required to "stabilize" wastewater typically is measured as biochemical and chemical "oxygen demand." Wastes such as blood, milk residues and garbage grindings have high oxygen demand. Aeration and digestion processes, in the presence of oxygen and organisms, produce stable, low-odor wastewater when given enough time. Wastewater with excess oxygen demand can cause problems for soil-absorption fields, groundwater, streams and lakes by reducing oxygen levels.
Organic solvents from cleaning agents and fuels may not be degraded or removed through treatment and can pass along with the wastewater back into the water supply.
Nutrients. Most notable are nitrogen from human wastes and phosphorus from machine dishwashing detergents and some chemical water conditioners. Nitrate-nitrogen is a common groundwater contaminant, and phosphorus overfertilizes surface water.
Consider the following ways to improve wastewater quality:
- Cut down on your use of the garbage disposal. Using this appliance contributes a large load of suspended solids and organic matter to wastewater, and it also uses additional water.
- Do not put items down drains that may clog septic tanks (fats, grease, coffee grounds, paper towels, sanitary napkins, tampons, disposable diapers).
- Do not put toxic substances in drains that might end up in the groundwater, such as solvents, degreasers, acids, oils, paints, disinfectants and pesticides. (This does not include using bleach to disinfect laundry or to wash clothing worn for pesticide applications.)
- Do not use chemicals to clean or "sweeten" your system. They may interfere with the biological action in the tank, clog the drain field by flushing sludge and scum into the field or add toxic chemicals to groundwater.
Collection of wastewater
Collect all wastes that need treatment. Minimize loss of untreated waste. Exclude from the treatment system water that doesn't need treatment or disposal
Leaking piping or treatment tanks (leakage losses) allows wastewater to return to the local water supply without adequate treatment. Infiltration of clear water overloads the system and dilutes the wastes. Don't let water that doesn't need treatment (basement floor drain sumps, foundation drains, infiltration of rainwater, roof drainage) add to your waste volume. Divert clear water, which doesn't require treatment, away from house, well and wastewater treatment system.
Make wastewater more suitable for further treatment or disposal
Septic tanks retain most of the suspended and settled solids (sludge and scum) from wastewater. In the tank, bacteria digest and compact the sludge. The partially treated water moves on to additional treatment or disposal (for example, in a soil-absorption field).
Septic-tank design and construction influence their water tightness and effectiveness in retaining sludge and scum. Multiple tanks or chambers in series can improve sludge and scum removal. Gas deflectors and filter screens or inclined-plate settling units help minimize solids carry-over. Tanks should be sized to accommodate at least 24 hours of wastewater flow or the minimum size, as stated earlier in this publication, while still allowing for sludge and scum retention. Pumping the tank before it is more than one-third filled with scum and sludge improves system function. When the tank is pumped, you also should check the baffles and look for tank leaks.
Aerobic (oxygen-using) biological systems (packaged systems) provide more extensive treatment of wastewater than the typical anaerobic (no oxygen) septic units, improving solids separation, releasing volatile chemicals and reducing sludge volume. However, these systems are more expensive to operate and maintain and are more subject to problems caused by changes in wastewater quality or environmental conditions.
Aerobic lagoons contain oxygen-breathing bacteria that decompose waste in a storage pond three feet to five feet deep. You can apply overflow from the system to lawns or allow it to flow through a grassed waterway. This system requires low maintenance and is inexpensive to construct.
Holding tanks collect and hold the entire wastewater flow. Disposal is generally done by a licensed contractor who spreads the waste on an approved site or hauls it to a municipal waste-treatment facility. Tank size should allow for ample capacity to accommodate pumpage and disposal at convenient and appropriate times, especially for land-spreading. When pumped, check the tank for leaks.
Alternate treatment systems
Reduce concentration and amount of contaminants in the wastewater to expand options for appropriate disposal
If soil conditions are too shallow or too impermeable for a conventional absorption field, use a mound system. Raise the absorption field above ground level on a sand bed. The sand provides additional filtration and allows the effluent to the mound in small increments. Mounds are more expensive to construct and maintain than lagoons or conventional absorption fields.
Low-pressure pipe systems use a small diameter pipe in shallow, narrow trenches in direct contact with the soil. The system is dosed under pressure using a pumping chamber after the septic tank. Typical installation uses 1.5-inch pvc with holes every 5 feet of pipe length. Costs for absorption field components and construction are reduced, but the expense of the dosing chamber and pumping systems have been added.
Aerobic systems, described in the previous section, may be used for additional treatment of septic-tank effluent, yielding a better quality effluent suitable for more disposal options.
Sand filters improve the quality of wastewater after septic-tank pretreatment. Effective treatment involves aerobic biochemical activity as well as physical filtration. Filters consist of 2 feet to 5 feet of sand (or other media) in a bed equipped with a distribution and collection system. Wastewater is applied by dosing, and it may be recirculated to improve treatment.
Wastewater treated in such systems generally is lower in bacteria, nitrogen, phosphorus, oxygen demand, suspended solids and organic matter. The amount of reduction depends on design of the system. These systems must be engineered and can be costly to construct. They also must be maintained properly to operate effectively.
Important considerations in designing filters include pretreatment and quality of wastewater, hydraulic loading rate, depth and type of filter media, dosing frequency, temperature and distribution, and collection systems. Maintenance includes resting, occasional raking, removing clogged and crusted surface media, filter media replacement and attention to dosing equipment.
Remove nitrogen through denitrification (conversion of nitrate to nitrogen gas) or ion exchange. Denitrification requires anaerobic conditions in the presence of decomposable organic matter for bacteria to reduce nitrate to nitrogen gas for removal from wastewater. Denitrification and ion exchange processes are not used extensively at this time because they are expensive to install, operate and maintain.
Disinfection systems kill disease-causing microorganisms in wastewater and are used where discharge to surface water is permitted. Chlorine, iodine, ozone and ultraviolet light systems are available for treatment of good-quality effluents, such as those from properly functioning aerobic units and sand filters.
Disinfection of holding-tank waste prior to land-spreading has been studied, but it is not in common use. Disinfection with lime is feasible.
Disposal of wastewater and pumpage
Dissolve wastes, take advantage of additional treatment afforded by contact with soils and minimize opportunities for waste to contaminate water supplies
Off-site disposal of wastewater, by connection to a municipal sewage system, hauling to a municipal treatment facility or land-spreading can help protect the local farmstead water supply. Discharging treated wastes to surface water from private systems is not permitted in Missouri. Improper waste management off the farm can endanger the health of others in your community.
Application of wastewater to the soil surface provides an opportunity to recycle nutrients and to reduce the contaminant content of wastewater safely. Choose the application time so there will be: no runoff, maximum use of nutrients by plants and additional reduction in microorganisms. Consider these characteristics when selecting a site: soil, land use, depth to groundwater, weather, climate and hydrogeology.
Subsurface treatment and disposal using soil absorption (trenches, beds, at-grade and gravelless) is the common practice for household wastewater after pretreatment in a septic tank or aerobic system. There are, however, sites where soil-absorption systems are not acceptable because of high or low soil permeability, depth to bedrock or the saturated zone, or other factors. Deep, well-drained, well-developed, medium-textured soils (such as silt loam and loam) are desirable soil-absorption sites.
Incorporation of wastewater into surface soils is desirable because the chance of runoff is reduced.
Soils and separation from the water supply are important factors. Unsaturated soils allow movement of air, keeping the wastewater aerobic. A minimum of 3 feet of unsaturated soils is recommended for bacteria removal. Finer-textured soils (clay loams and clay) retain water better, allowing plant roots to take up wastewater and nutrients and encouraging increased die-off of microorganisms. Coarse, sandy soils cause effluent to flow too quickly downward to groundwater, not providing adequate time for filtering solids and pathogens from the liquid. Disposal sites that are more distant and downslope from the well increase the isolation of your water supply from contaminated wastewater.
Disposal of pumpage from septic tanks and other treatment systems on-site should follow similar rules as for wastewater. Sludges are more concentrated than treated wastewater, so lower application rates are recommended.
Only land-apply wastewater and sludge where permitted by the Department of Natural Resources (DNR). Approved sites for land application must meet requirements found in Missouri Code 10CSR20.800, including requirements for soil, depth to groundwater or bedrock, slope and distance from well and residences.
Matching nutrient applications to crop-nutrient needs is critical. Contact your local MU Extension specialist or private crop consultant for help in developing a waste-utilization plan.
Assistance with failing systems or new designs
If you suspect your household wastewater treatment system is backing up or your distribution system is clogged, first contact your plumber or treatment-system installer, who may have suggestions for extending the life of your system.
- Do not use septic-tank cleaners that contain degreasing solvents like TCE. They can contaminate groundwater.
- Do not place more soil over a surfacing soil-absorption field; this does not fix the system, and it will soon surface again.
- Do not just pipe the sewage to the road ditch, storm sewer, stream or farm drain tile; this pollutes the water and creates a health hazard.
- Do not run the sewage into a sinkhole or drainage well; this pollutes the groundwater.
- Do not wait for the system to fail before pumping the septic tank. Once a system fails, it is too late to pump the tank.
A properly designed, constructed and maintained septic system can effectively treat wastewater for many years. For more information on septic systems, contact your local MU Extension specialist or local health department.
For advice on alternative wastewater treatment systems, such as mounds, at-grades, gravelless systems, sand filters and aerobic units, or if you would like to explore experimental systems, contact the local MU Extension center, area health department sanitarian or regional Missouri DNR office.
Contacts and references
Design of household sewage systems, land-application requirements
- Area department of health sanitarian or your local MU Extension agricultural engineer.
- Department of Health district offices or Missouri Department of Health, P.O. Box 570, Jefferson City, Mo. 65102
- College of Agricultural Engineering, 205 Agricultural Engineering Bldg., Columbia, Mo. 65211
For more information on requirements for legal land application of pumpage from holding tanks, septic tanks and other treatment systems regulated by 10CSR20.800, contact the nearest DNR regional office:
- Kansas City Regional Office
- Macon Regional Office
- Jefferson City Regional Office
- St. Louis Regional Office
Springfield Regional Office
- Poplar Bluff Regional Office
Small and alternative wastewater treatment technologies
- National Small Flows Clearinghouse, West Virginia University, P.O. Box 6064, Morgantown, WV 26506-6064
- Your local MU Extension center or health department sanitarian.
What to read about
- Publications are available from sources listed at the end of the reference section. (Refer to number in parentheses after each publication.)
Design, installation, use and maintenance of on-site sewage systems
- Design Guides On-site Wastewater Treatment Systems, Manual Systems, Low-Pressure Pipe System, Missouri DNR, P.O. Box 176, Jefferson City, Mo. 65102.
- MU Publication WQ402, Residential Waste Stabilization Lagoons. (1)
- Design Manual: Onsite Wastewater Treatment and Disposal Systems. 1980. U.S. Environmental Protection Agency. EPA Technology Transfer 625/1-80-012. (2) 391 pages. Contains information on site-evaluation procedures, wastewater characteristics, on-site treatment and disposal methods and management of on-site systems.
- Onsite Domestic Sewage Disposal Handbook. First Edition. 1982. Midwest Plan Service. MWPS24. (1) 40 pages. Includes information on septic tanks, soil-absorption systems, site selection, distribution systems and other systems, such as aerobic treatment and holding tanks.
- Design and Construction of On-Site Systems. Dennis M. Sievers, MU Department of Agricultural Engineering. Special Report 477. Spring 1995.
Water-saving toilets and showerheads
- "How To Save Water", Consumer Reports, July 1990, pages 465 to 473.
Publications available from
- U.S. EPA, 401 "M" St., S.W., Washington, D.C. 20460.
The Missouri Farmstead Assessment System is a cooperative project of MU Extension; College of Agriculture, Food and Natural Resources; and the Natural Resources Conservation Service.
The National Farmstead Assessment Program provided support for development of the Missouri program. These materials are adapted from the Wisconsin and Minnesota prototype versions of Farm•A•Syst.
This material is based upon work supported by the Extension Service, U.S. Department of Agriculture, under special project number 91-EHUA-1-0055 and 91-EWQI-1-9271.
Adapted for Missouri from material prepared by Susan Jones, U.S. E.P.A., Region V, Water Division, and University of Wisconsin Cooperative Extension.
MU Extension Farm•A•Syst team members: Joe Lear, Regional Agricultural Engineering Specialist and Chief Editor; Beverly Maltsberger, Regional Community Development Specialist; Robert Kelly and Charles Shay, Regional Agricultural Engineering Specialists; Thomas Yonke, Program Director, Agriculture and Natural Resources; Jerry Carpenter, State Water Quality Specialist; and Bob Broz, Water Quality Associate.
Technical review provided by August Timpe, Missouri Department of Natural Resources; Charles Fulhage, MU Department of Agricultural Engineering; U.S. E.P.A. Region VII, Environmental Sciences Division; and Missouri Natural Resources Conservation Service.