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Septic drain field

From Wikipedia, the free encyclopedia
Type of subsurface wastewater disposal facility
Septic tank and septic drain field

Septic drain fields, also calledleach fields orleach drains, are subsurfacewastewater disposal facilities used to remove contaminants and impurities from the liquid that emerges afteranaerobic digestion in aseptic tank. Organic materials in the liquid arecatabolized by a microbialecosystem.

A septic drain field, a septic tank, and associated piping compose aseptic system.

The drain field typically consists of an arrangement of trenches containing perforated pipes and porous material (oftengravel) covered by a layer ofsoil to preventanimals (andsurface runoff) from reaching the wastewater distributed within those trenches.[1] Primary design considerations are bothhydraulic for the volume of wastewater requiring disposal andcatabolic for the long-termbiochemical oxygen demand of that wastewater. The land area that is set aside for the septic drain field may be called a septic reserve area (SRA).[2]

Sewage farms similarly dispose ofwastewater through a series of ditches and lagoons (often with little or no pre-treatment). These are more often found in arid countries as the waterflow on the surface allows for irrigation (and fertilization) of agricultural land.

Design

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Cross-section ofweeping tile and leach field
A drain field being installed

Many health departments require apercolation test ("perc" test) to establish the suitability of drain field soil to receive septic tank effluent. Anengineer,soil scientist, or licensed designer may be required to work with the local governing agency to design a system that conforms to these criteria.

A more progressive way[citation needed] to determine leach field sizing is by direct observation of the soil profile. In this observation, the engineer evaluates many features of the soil such as texture, structure, consistency, pores/roots, etc.

The goal of percolation testing is to ensure the soil is permeable enough for septic tank effluent topercolate away from the drain field but fine-grained enough to filter out pathogenic bacteria and viruses before they travel far enough to reach awater well or surface water supply. Coarse soils –sand and gravel – can transmit wastewater away from the drain field before pathogens are destroyed.Silt andclay effectively filter out pathogens but limit wastewater flow rates.[3] Percolation tests measure the rate at which clean water disperses through a disposal trench into the soil. Several factors may reduce observed percolation rates when the drain field receivesanoxic septic tank effluent:[4]

  • Microbial colonies catabolizing soluble organic compounds from the septic tank effluent will adhere to soil particles and reduce the interstitial area available for water flow between soil particles. These colonies tend to form a low-permeabilitybiofilm of gelatinous slime at the soil interface of the disposal trench.[5]
  • Insoluble particles small enough to be carried through the septic tank will accumulate at the soil interface of the disposal trench; non-biodegradable particles likesynthetic fiber lint from laundry, mineral soil from washing, or bone and eggshell fragments fromgarbage disposals will remain to fill interstitial areas formerly available for water flow out of the trench.[6]
  • Cooking fats orpetroleum products emulsified bydetergents or dissolved bysolvents can flow through prior to anaerobic liquefaction when septic tank volume is too small to offer adequate residence time and may congeal as ahydrophobic layer on the soil interface of the disposal trench.[7]
  • Risinggroundwater levels may reduce the availablehydraulic head (or vertical distance), causing gravitational water flow away from the disposal trench. Initially, effluent flowing downward from the disposal trench might encounter groundwater or impermeable rock or clay, requiring a directional shift to horizontal movement away from the drain field. A certain vertical distance is required between the effluent level in the disposal trench and the water level applicable when the effluent leaves the drain field for gravitational force to overcomeviscous frictional forces resisting flow through porous soil. Effluent levels near the drain field will rise toward the ground surface to preserve that vertical distance difference if groundwater levels surrounding the drain field approach the effluent level in the disposal trench.[7]
  • Frozen ground may seasonally reduce the cross-sectional area available for flow or evaporation.

Catabolic design

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Just as a septic tank is sized to support a community of anaerobic organisms capable of liquefying anticipated amounts of putrescible materials in wastewater, a drain field should be sized to support a community of aerobic soilmicroorganisms capable ofdecomposing the anaerobic septic tank's effluent into aerobic water.Hydrogen sulfide odors oriron bacteria may be observed in nearby wells or surface waters when effluent has not been completely oxidized before reaching those areas.[7] The biofilm on the walls of the drain field trenches will use atmosphericoxygen in the trenches to catabolize organic compounds in septic tank effluent. Groundwater flow islaminar in the aquifer soils surrounding the drain field.[8] Septic tank effluent with soluble organic compounds passing through the biofilm forms a mounded lens atop the groundwater underlying the drain field.Molecular diffusion controls the mixing of soluble organic compounds into the groundwater and the transport of oxygen from underlying groundwater or thecapillary fringe of the groundwater surface to micro-organisms capable of catabolizing dissolved organic compounds remaining in the effluent plume.[9]

Biofilter

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When aseptic tank is used in combination with abiofilter, the height and catabolic area of the drain field may be reduced. Biofilter technology may allow higher-density residential construction, minimal site disturbance, and more usable land for trees, swimming pools, or gardens. Adequate routine maintenance may reduce the chances of the drain field plugging up. The biofilter will not reduce the volume of liquid that must percolate into the soil, but it may reduce the oxygen demand of organic materials in that liquid.

Operation and maintenance

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A septic drain field exposed byerosion

Dosing schedules or resting periods

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A drain field may be designed to offer several separate disposal areas for effluent from a single septic tank. One area may be "rested" while effluent is routed to a different area. Thenematode community in the resting drain field continues feeding on the accumulated biofilm and fats when the anaerobic septic tank effluent is no longer available. This natural cleansing process may reducebioclogging to improve the hydraulic capacity of the field by increasing the available interstitial area of the soil as the accumulated organic material is oxidized. The percolation rate after resting may approach, but is unlikely to match, the original clean water percolation rate of the site.

Inappropriate wastes

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Septic tank and drain field microorganisms have very limited capability for catabolizing petroleum products andchlorinated solvents, and cannot remove dissolvedmetals; however, some may be absorbed into septic tank sludge or drain field soils, and concentrations may be diluted by other groundwater in the vicinity of the drain field. Cleaning formulations may reduce drain field efficiency. Laundrybleach may slow or stop microbial activity in the drain field, andsanitizing or deodorizing chemicals may have similar effects. Detergents, solvents, anddrain cleaners may transportemulsified,saponified or dissolved fats into the drain field before they can be catabolized into short-chain organic acids in the septic tank scum layer.[7]

See also

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References

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  1. ^Steel, E.W. & McGhee, Terence J. "Water Supply and Sewerage"McGraw-Hill Book Company (1979)ISBN 0-07-060929-2 pp.576-577
  2. ^ABBREVIATED PROCESS(PDF), Bel Air, Maryland, USA: Harford County Health Department, October 2014, retrieved4 April 2020
  3. ^Alth, Max & Charlotte "Constructing and Maintaining your Well & Septic System" Tab Books (1984)ISBN 0-8306-0654-8 pp.166-167
  4. ^Alth, Max & Charlotte "Constructing and Maintaining your Well & Septic System" Tab Books (1984)ISBN 0-8306-0654-8 p.217
  5. ^Alth, Max & Charlotte "Constructing and Maintaining your Well & Septic System" Tab Books (1984)ISBN 0-8306-0654-8 pp.164-165&219
  6. ^Alth, Max & Charlotte "Constructing and Maintaining your Well & Septic System" Tab Books (1984)ISBN 0-8306-0654-8 p.219
  7. ^abcdHammer, Mark J. "Water and Waste-water Technology" John Wiley & Sons (1975)ISBN 0-471-34726-4 pp.407-408
  8. ^Linsley, Ray K. & Franzini, Joseph B. "Water-Resources Engineering (2nd Ed.)" McGraw-Hill Book Company (1972)ISBN 978-0-07-037959-6, p.88
  9. ^Perry, Robert H., Chilton, Cecil H. & Kirkpatrick, Sidney D. "Chemical Engineers' Handbook (4th Ed.)" McGraw-Hill Book Company (1963) p.14-13

External links

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Sources and types
Quality indicators
Treatment options
Disposal options
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