Septic System Design - Articles on How to Design a Septic System
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Detailed articles on how to specify, design, and install a conventional or advanced/alternative septic system such as a septic tank and septic drainfield, mound systems, aerobic septic systems, and others
How to determine the necessary capacity of a septic system, its space requirements, and its basic layout
How to choose a septic tank size and type
How to calculate the necessary size of a septic drainfield, leach field, or soil absorption system for final wastewater dispersal
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Here we list detailed "how to" articles on the design of septic systems of both conventional (tank and drainfield)
and alternative (aerobic, mound, raised bed, sand filter, media filter, etc) septic system designs for difficult sites.
We give in-depth information about conventional septic tanks, drain fields, septic pipes, and septic waste handling.
We include tables for septic tanks: pumping frequency, septic tank size, septic tank design, and clearances between septic systems, wells, and other
site features and boundaries.
This website answers just about any question you might have about buying or owning a house with a septic system. If you do not quickly find here information you need, ask by email.
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Septic System Design & Installation
"Septic tanks" are what home owners or home buyers think of when buying or maintaining a home with a private septic system. But we should be thinking about the whole septic system
- since the drain field or leach field makes up half of a typical septic system cost. We are also quite concerned with septic system health and safety since there are potential collapse hazards which can be fatal, and
there are bacterial and pathogen hazards for both site occupants and for the environment if a septic system is not working properly. The articles listed at this website form an extensive guide to septic systems care, inspection, testing, and installation. We welcome questions and suggestions for content.
Alternating Bed Septic Systems may provide a retrofit repair for a failing drainfield or a means of extending drainfield life
Alternative Septic System Designs
SEPTIC SYSTEM DESIGN ALTERNATIVES for septic systems with problem sites, poor soil percolation, limited space: aerobic, dosing, evaporation, gravelless, greywater, lagoon, media filter, septic filters, mounds, raised beds, waterless toilets
Design Alternatives for Septic Systems: Advanced & Alternative Septic System Designs for Onsite Wastewater Disposal - design engineers, consultants, products, books for special problem situations, difficult soils, old system repairs. Aerobic septic systems, chemical, composting, incinerating & waterless toilets, Evaporation-Transpiration (ET) Septic Systems, septic media filters, greywater systems, holding tank septic systems, mound septics, raised bed septics, pressure dosing septic systems, sand bed filters, peat beds, constructed wetlands, septic disinfection systems.
Also see Alternative Septic Component Suppliers for a Septic System Product Suppliers List
Authorities, Septic Design Specifications by Federal and State Regulators
Books on Septic Systems to Buy Online, our list of recommended books on septic system maintenance, design, and alternative designs available at Amazon.com - Septic System Education Materials
Filters for Septic Tanks & Graywater to protect septic drainfields and reduce drainfield clogging and also see Filters for a Septic Filters & Wastewater Treatment Systems Using Filtration Methods Products Directory
Leach Field Layout septic drainfield or leaching bed shape and placement considerations
Leach Field Size specifications for leach fields, absorption beds, gravelless systems, seepage pits
Dosing Systems, Pressure - Pressure dosing, using mainfold systems, rigid pipe systems, and drip irrigation systems to control movement of septic effluent to the absorption system
Drainfield Design size and specifications for leach fields, absorption beds, gravelless systems, seepage pits
Drainfield Layout: septic drainfield or leaching bed shape and placement considerations
Steep Slope Septic Designs - how to install sewer lines from building to septic tank; how to install septic drainfields, leach field systems at steep or sloped sites.
Gravelless Septic Systems - design and installation specifications for gravel-less septic drainfields. Also see Gravelless Leach Field Septic Systems Products Directory List
Greywater Systems or Graywater systems for disposal of onsite wastewater: designs, products, advice, books.
Greywater Books to Buy Online our list of recommended gray water systems design and installation guidelines available through Amazon.com
Septic or Sewer Connection? - how to determine if a building is connected to a septic tank or to a public sewer line
Sewage Treatment Systems for onsite wastewater treatment & disposal, small residential and community system designs
Sewer Line Replacement diagnosing a clogged drain leads to drain line replacement - step by step photo-illustrated guide to drain replacement
Treatment Levels describes the different levels of treatment of septic wastewater that occur in typical residential systems
Steep Slope Septic Designs - how to install sewer lines from building to septic tank; how to install septic drainfields, leach field systems at steep or sloped sites.
Toilets
Composting Toilets Are They A Septic System Design Alternative for Difficult Sites?
Composting Toilet Books, recommended reference books on composting toilet design, installation, maintenance, available for online purchase
Toilet Suppliers Directory List, Composting Toilets, Biological Toilets, No-water/Low water toilets, Waterless toilets, Chemical Toilets, Incinerating Toilets and related products list
Toilets, Composting Toilets, Biological Toilets, No-water/Low water toilets, Waterless toilets, Chemical Toilets, Incinerating Toilets and related products list
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Additional technical contributors & reference sources for this article are listed below.
Use links just below or at the left of each page to navigate this document or to view other topics at this website. Green links show where you are in our document or website.
Books & Articles on Building & Environmental Inspection, Testing, Diagnosis, & Repair
Our recommended books about building design, inspection, and repair, and about indoor environment testing, diagnosis, and cleanup are at the InspectAPedia Bookstore.
If you need basic septic system design parameters such as finding the recommended septic tank volume and conventional
recommended leach field or drainfield size, along with some notes on how to calculate these from simple water usage and site conditions,
here are links to that information. Also take a look at the septic publications, septic design manuals, and onsite waste disposal standards links and articles above and
below this section. I am re-writing and reorganizing this design material into a separate guide for laymen (like myself). Septic
engineers already know all this stuff. Meanwhile look at the articles listed below as they will allow you to answer basic septic system design questions.
Septic Tank Sizing: to determine the required septic tank size you would need to look at article #1 to see the required tank size based on
daily water volume usage and perhaps article #2 to confirm that you're estimating the water volume reasonably.
Tank Retention Time if you just wanted to know our opinion about tank size as a function of effluent retention time, see item #3.
Septic field size planning: see article #4 which sizes the field based on its percolation rate and #9 which
describes performing a perc test, with perhaps a look at #10 to understand biomats and why a leach field in a wet area won't treat the effluent.
Biomat Formation in the Septic System Drainfield Absorption System - what leads to drain field clogging and expensive drainfield repairs
What is a Septic System
A "septic system," also referred to as a private, on-site waste disposal system, receives waste water and solids
from a Building's plumbing facilities (bathrooms, kitchens, shower, laundry), treats, and then disposes of the
effluent from this waste, by permitting it to absorb into soils at the property. "Treatment" is accomplished by bacterial
action in the "septic" or "treatment" tank and it is mostly accomplished by bacteria in the soil around and below
the effluent absorption system, or "drain field." This bacterial action is needed to reduce the
level of pathogens in the effluent discharges from the waste system into the soil. The principal components of a private on-site waste
disposal system usually include the following:
piping connecting the Building to the treatment tank
a septic or treatment tank which retains solid waste
piping connecting and conducting clarified effluent from the treatment tank to a distribution box
a distribution box connecting the effluent line from the tank to the absorption system or "drain field"
an absorption system which permits effluent to drain to soils below
a bio-mat or bio-mass of pathogen-digesting bacteria which forms in soil below the absorption system.
Many variations on this general scheme are used, depending on local climate, soil conditions, available space, economy,
and available materials. Special equipment and systems may be designed for problem or difficult sites such as
rocky or wet ground, permafrost, or wet tropical marshlands.
Readers who are unfamiliar with what a private septic system is and the types of systems installed should
review articles and sketches of septic system components found at
The Septic System Information Website
Types of treatment tanks, adsorption systems, pumps, and other special
equipment are discussed in some further detail in this text, and are listed in the septic system inspection
checklist data. For a more detailed introduction you may want to read our Lockwood article
"What is a Septic System" and then return here to continue by using your browser's "BACK" button.
Absorption System Design & Maintenance Soil Perc Tests & Septic Drain Field Design & Maintenance
Soil Percolation Requirements and Soil Depth Requirements for Septic Absorption Systems / Septic System Drainfields
What is a septic system soil percolation test?
In specifying the size and type of absorption field (leach field, seepage pits, galleys, other) a septic engineer or health
department official will require that a soil percolation test or "perc" test be performed. You may hear it described as a
"deep hole test." The first time I participated in this procedure I found myself smiling with surprise at how low-tech the procedure
actually was (in New York State.)
After identifying the most-likely location on the lot for placement of a septic drainfield,
the excavator used a backhoe to dig a rough hole about 5 ft. deep. Happily no groundwater immediately filled in the hole (which would
have been bad news).
Perhaps this is why builders try to have this test done in July which is the period of most-dry weather and lowest
groundwater table levels. After digging this rough hole, the septic engineer poured a 5-gallon (joint compound) bucket of water into the hole.
In some cases a few buckets might be dumped therein. After that sophisticated move, the observers simply watched the rate at which the water disappeared.
a one-inch drop in water level in this hole in three minutes was considered very good. If the water was found still in the hole at no
drop in level the next morning, this was considered seriously bad and probably requiring some soil exchange or other special design measures.
What are the soil perc and other soil requirements for septic systems?
I like the Massachusetts Title 5 Septic Inspection criteria for defining a (at least possibly) functional drainfield, as the
text explains the role of the biomass below the absorption bed, sets soil depth requirements, and recognizes the importance of
keeping the bottom of the working biomass area in well drained soil sufficiently above the seasonal high water table.
Here is an example of soil requirements for a functional drainfield. This version is particularly clearly written and is for
residents of Ohio but the principles apply anywhere.
"In Ohio, soil absorption systems can be used in areas where the percolation rate of the soil is between 3 and 60
minutes per inch (soil permeability between 1 and 20 inches per hour). At least 4 feet of suitable soil is required
under the soil absorption system to provide adequate treatment of the septic tank effluent. To accommodate the
construction of the system and provide adequate soil cover to grade, a minimum of 5 1/2 to 6 1/2 feet of suitable soil is
needed above the limiting layer.
A limiting layer may be bedrock, an impervious soil layer (hardpan, fragipan) or a
seasonally high water table (gray soil or mottles). The soil absorption system must be at least 8 feet from any drain
line on the lot, 50 feet from a water supply, and 10 feet from the property line, right-of-ways and the house. Septic
systems cannot be placed on the flood plain and are limited to areas with less than a 15 percent slope." http://ohioline.osu.edu/aex-fact/0743.html Ohio State University Fact Sheet "Septic Tank - Soil Absorption Systems"
How large does the absorption field need to be?
The size of the absorption field needed (in square feet of area, presumably
also unencumbered by trees, driveways, Buildings, etc.) can range considerably depending on the soil percolation rate.
A lot with a good percolation rate or "perc" of perhaps one inch of percolation
in three minutes might require about 4500 square feet for a typical three bedroom home. If the same home were
built where there was a poor a soil percolation rate of an hour per inch, 9000 square feet or more might be required
for the absorption area.
Drainfield size and location also have to take into account local zoning - setback requirements from property borders, setbacks from
streams, wetlands, wells, water supply lines, and other encumbrances.
Drainfield trench/line specifications
In the most common design of drainfield, perforated pipes are buried in gravel-filled trenches to form the drainfield. Pipes are
placed across the slope line of sloped property (so that all of the effluent doesn't simply rush down to and leak out at the end of the drain
line pipe). While some experts describe the bottom of these trenches as "level" in practice they are dug to slope slightly, perhaps
1/8" per foot or less. A typical trench is 18 to 30 inches in depth, and 8 to 12 inches wide.
The septic drainfield trenches are dug about 6 feet apart which allows,
in good design, space for a set of replacement trenches to be placed between the original ones when the first set fails.
The maximum length of a trench is typically about 150 feet but I've found installations that were three times that length.
Where lot space does not permit drainfield trenches such as I've just described, a septic engineer may specify that seepage pits
or galleys are to be installed. These fit in a smaller space since a single pit may be 6' to 8' in diameter. But the depth to which effluent is
being delivered (4' or more) means that the sewage effluent is unlikely to be fully treated by a biomass. These systems may successfully "dispose" of
effluent but they are probably not adequately "treating" it.
What destroys or shortens the life of drainfields?
It's easy to ruin or shorten the life of a drainfield:
install a drainfield in wet weather (which compacts the soil)
drive over the drainfield or build a parking lot over it (compacts soil, breaks pipes)
plant trees on the septic absorption field (roots enter pipes)
put a swimming pool in the middle of a drainfield - yes I've seen people do this!
forget to pump out the septic tank regularly (solids/grease are discharged into the fields, clogging the soil)
direct roof runoff or surface runoff across the drainfield or into the septic tank (flooding the system)
install the drainfield in an area of high seasonal water tables (flooding the system)
use the septic system to dispose of illegal oils, chemicals, fats, greases - one system in New York near the Taconic State Parkway
was connected to house in which was operated an illegal drug manufacturing operation. So much contaminant was flushed down house drains
that the workers contaminated their own well and poisoned themselves
"EPA Design Manual: Onsite Wastewater Treatment and Disposal Systems," R.
Otis et al, EPA 625/1-80-012. GPO Bookstore, 26 Federal Plaza, Room 110, New
York NY 10278 212-264-3825.
"Septic Systems," T. & A. Ferrero, Tri State ASHI Seminar, November 6-7
1993, and attachments listed below.
"Septic Tank Pumping," Paul D. Robillard, Kelli S. Martin, Penn
State College
of Agriculture, Cooperative Extension, Agricultural Engineering Fact Sheet
SW-161, Agricultural Engineering Department, 246 Agricultural Engineering
Building, University Park PA 16802 814-865-7685 814-863-1031 FAX.
"Preventing Septic System Failures," Paul D. Robillard, Kelli S. Martin,
PennState College of Agriculture, Cooperative Extension, Agricultural
Engineering Fact Sheet SW-162.
"Mound Systems for Wastewater Treatment," Paul D. Robillard, Kelli S.
Martin, Penn State College of Agriculture, Cooperative Extension, Agricultural
Engineering Fact Sheet SW-164
"Septic Tank Soil Absorption Systems," Paul D. Robillard, Kelli S.
Martin, Penn State College of Agriculture, Cooperative Extension, Agricultural
Engineering Fact Sheet SW-165
"The Soil Media and Percolation Test," Paul D. Robillard, Kelli S.
Martin, Penn State College of Agriculture, Cooperative Extension, Agricultural
Engineering Fact Sheet SW-163
"Level 1 Septic System Inspections During Real Estate Transactions," Paul D.
Robillard, Kelli S. Martin, Penn State College of Agriculture, Cooperative
Extension, Agricultural Engineering Fact Sheet SW-166
"Take Care of Your Septic Tank," Washington State Septic Tank Pumpers
Association, (WSSTPA) (Les Eldredge, President, 206-334-8263); Courtesy of Bob
Kelwitz, 10/93.
Items 3-9 provided courtesy of Jules Falcone.
"Cottage Country, Environmental Manual for Cottages," 6th Ed., 1989, ISBN
0-7729-5085-7, Environment Ontario, 135 Clari Ave. West, Suite 100, Toronto
Ontario M4V 1P5
Septic Tank Maintenance," Circular 1343/January 1990, and "Why Do Septic
Systems Fail?," K. Manci & J.A. Moore, Extension Circular 1340/January 1990,
Oregon State University Extension Service, and "Know your Septic System," a
homebuyer's guide to on-site septic systems, Washington Association of
Realtors, Govt. Affairs Dept, PO Box 719, Olympia WA 98507 206-943-3100,
provided by Len Sherr, Bend OR
One and Two Family Dwelling Code, Section P-2506, Septic Tank Design and
Construction.
"The Septic Tank Home Wastewater Treatment and Disposal System," Southern
Rockingham Regional Planning District Commission, 19 Main St., Salem NH 03079
603-893-5766
"Septic Tank News & Views," Stanley Carraway, Florida ASHI Seminar, October
9-10, 1993 available from FLASHI Chapter, includes some USDA tables and charts
on design, loading, and references the New (1992) Chapter 10D-6, Florida
Administrative Code, Standards for Onsite Sewage Disposal Systems.
"A Homeowner's Manual for Septic Systems," Robert Berg, Wastewater
Facilities Management Element Bureau of Construction and Connection Permits,
State of New Jersey Department of Environmental Protection, Division of Water
Resources, January 1990, 609-984-4429, courtesy of Lewis Home Inspections
"What Remodelers Should Know About Septic Systems,", Russ Lanoie, Journal
of Light Construction [New England Builder], July, 1988, p. 31-36, RR#2, PO Box
146, Richmond VT 05477
"Water Conservation and Wastewater Disposal," R. Siegrist et al., 1978, ASAE
Pub. 5-77:121-136
"Soil Infiltration Capacities as affected by septic tank effluent
application strategies. In: Proceedings of the 3rd national Symposium on
Individual and Small Community Sewage Treatment." ASAE Pub. 1-82 pp. 72-74.
ASAE PO Box 410, St.Joseph MI 49085
"Aerobic on-site systems studied in New Mexico," Asbury R. and Hendrickson
C., 1982, Journal of Environmental Health, 45:86-87
"Soil Clogging: Mechanisms and Control," R. Otis, Proceedings of the 4th
National Symposium on Individual and Small Community Sewage Treatment, ASAE
Pub. 07-85 pp. 238-250, ASAE, 2590 Niles Rd., St. Joseph MI 49085-9659
"Residential Graywater Management in California," A. Ingham, 1980.
California State Water Resources Control Board, PO Box 100, Sacramento CA 95081
"On-site disposal of small wastewater flows," R. Otis, 1977, Department of
Civil and Environmental Engineering, University of Wisconsin, Madison.
NAHB Library, several resources listed, contact NAHB, 15th and M Streets NW,
Washington, DC 20003 202-822-0203. "Pumped septics - improved waste-water
systems distribute effluent from septic tanks over a wide area, preventing
contamination of drinking water," Noele Stuart, Popular Science, My 1989, p.
84; "Septic tank effluent pump systems: an alternative to conventional sewers
and grinder pump systems," Small Flows, October 1991, p 4. Courtesy of Heather
Groves, NAHB Library and Information Center. 800-368-5242 Ext 204 (CD ROM
search service, fees involved, for GTHBA members and NHBA members)
"Septic Tank/Water Softener, potential effects of water softener use on
septic tank soil absorption on-site wastewater systems; the effect of home
water softener waste regeneration brines on individual aerobic wastewater
treatment plants," Water Quality Research Council, Water Quality Association,
477 E. Butterfield Road, Lombard IL 60148
"Design Handbook, Grinder Pumps, Low Pressure Sewer Systems," Environment
One Corporation, 2773 Balltown Road PO Box 773, Schenectady NY 12301
518-346-6161 (Richard C. Grace, Sales Mgr.)
"What you should know before buying a home served by a septic system,"
State of Connecticut, Department of Health Services, 150 Washington St.,
Hartford CT 06106, via Allspect, Westhaven CT and Butterly's Building
Inspection Service, CT.
"Soil infiltration capacities as affected by septic tank effluent
application strategies," D.L. Hagett, et al, 1982, In: Proceedings of the 3rd
National Symposium on Individual and Small Community Sewage Treatment." ASAE
Pub. 1-82, pp. 72-84. ASAE, PO Box 410, St Joseph MI 49085, current address:
ASAE, 2950 Niles Rd., St Joseph MI 49805-9659, courtesy of Bob Stead, ASHI.
"Aerobic on-site systems studied in New Mexico," R. Asbury and C.
Hendrickson, Journal of Environmental Health 45: 86-87,
"Soil clogging: mechanisms and control," R. Otis, 1985, in
National Symposium on Individual and Small Community Sewage Treatment." ASAE
Pub. 1-82, pp. 238-250.
"Residential Greywater Management in California," California State Water
Resources Control Board, PO Box 100, Sacramento CA 95801
"EPA Design Manual: Onsite Wastewater Treatment and Disposal Systems," R.
Otis, et al., No. EPA-625/1-80-012 (or later edition if avail.)
"On-site disposal of small wastewater flows," R. Otis, Dept. of Civil and
Environmental Engineering, University of Wisconsin, Madison WI
Private communication and "Private Sewage Disposal System," septic
checklist developed for ITA, Inspection Training Associates, Kevin
O'Malley, 1016 S. Tremont Street, Oceanside CA 92054, 800/323-9235
Private communication, K. Oberg to DJ Friedman, 12/15/93, 12/16/93, 7/22/94
Private communication, J. Appleby to DJ Friedman, 9/16/93, Venice FL
Private communication, D. Barnett to DJ Friedman, 9/15/93, Evansville IN
Private communication, N. Becker to DJ Friedman, 9/15/93
Private communication, E. Fitzgerald to DJ Friedman, 9/94, Adoption of New
Jersey environmental protection law addressing septic system operation and
maintenance, Subchapter 12, documented in New Jersey Register, 8/21/89, Cite 21
NJR 2635. Requires annual inspection beginning in 4th year after construction,
describes acceptability criteria, inspection steps, conditions of failure.
Private communication, T. Moore to DJ Friedman, 1/15/94, "Private Septic System Evaluation,"
Goshen NY, 914-294-3398
Private communication, S. Vermilye to DJ Friedman, 1/15/94, and sample checklist,
914-255-8888.
Private communication, D. Surette to DJ Friedman, 5/6/94
Private communication, R. Klewitz to DJ Friedman, 10/1/93
Private communication, L. Scherr to DJ Friedman, 10/1/93, Cascade Home Inspection, Bend OR
Private communication, G. Reid to DJ Friedman, 12/6/93
Private communication, G. Carroll to DJ Friedman, 11/29/93, Action Inspection Service,
Cincinnati, OH
Private communication, R. Johnson to DJ Friedman, 11/5/93, The Home Specialist, Inc.,
Roswell GA
Private communication, E. Rawlins to DJ Friedman, 10/7/93, Boca Raton FL,
and "You and Your Septic Tank, a guide to the proper operation and maintenance
of a septic tank system," Department of Natural Resource Protection, 500 E.
Broward Blvd, Suite 104, Fort Lauderdale FL 33394 305-765-5181, Broward County, FL, January 1993
Private communication, R. and B. Williams to DJ Friedman, 11/20/93, Williams Home Inspection
Co, Hollis NH
Private communication, A. Carson and R. Dunlop to DJ Friedman, 2/6/92, 11/10/93
Private communication, L. Cerro to DJ Friedman, 8/22/93
Private communication, R. Passaro to DJ Friedman, 9/15/93, 10/15/93,
Res-I-Tec Corp., Bethel CT; also see Passaro's "Private Sewage Disposal, Some
Suggestions," NY Metro ASHI Seminar, October 1993 (cc on hand)
Private communication, J. Falcone to DJ Friedman, 10/15/93
Private communication, C. Greenberg to DJ Friedman, 9/9/93
Private communication, V. Faggella to DJ Friedman, 9/14/93, 9/24/93, Yorktown Heights, NY
Private communication, R. Stead to DJ Friedman, 9/20/93, Charlton MA
Private communication, T. Lewis to DJ Friedman, 9/20/93, Lewis Home Inspection,
Lawrenceville NJ
Private communication, G. Guarino to T. Lewis, 12/12/91, Septic system
failure and inspection limitations, Township of Hopewell, Department of Health,
201 Washington Crossing, Pennington Rd., Titusville NJ 08560
Private communication, C. Eldredge to J. Falcone, 3/27/91, Septic
Certification and Testing Information from the Pennsylvania Septage Management
Association, Curt Eldredge, General Manager, Wastewater Management, Inc., West
Chester PA 19380 215-436-4045.
Books & Articles on Building & Environmental Inspection, Testing, Diagnosis, & Repair
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For general septic repair advice, contact your local health department, or experienced septic engineer or contractor in your area.
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