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Sketch of a Recirculating Sand Media Filter System - EPA

Using Single Pass or Recirculating Septic Media Filters
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  • UsingRecirculating Septic Media Filters
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This document discusses the single pass and recirculating septic media filter systems. Media filter septic systems use a conventional septic tank followed by any of several methods to further filter and treat septic effluent before it is discharged to the soil, soil surface, or waterway.

Citation of this article by reference to this website and brief quotation for the sole purpose of review are permitted. Use of this information at other websites, in books or pamphlets for sale is reserved to the author. Technical review by industry experts has been performed and is ongoing - reviewers welcomed and are listed at "References." © Copyright 2008 Daniel Friedman, All Rights Reserved. Information Accuracy & Bias Pledge is at below-left. Use links 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.

Single Pass Septic Media Filter Systems

Sketch of an Intermittent Sand Media Filter System - EPA Single pass media filers using sand, other natural septic filter media or manufactured/synthetic media filter media, are usually designed for effluent to be applied (dosed) using a pressure distribution system, typically a small-diameter perforated pipe. The single pass septic media filter design permits effluent to be applied to the filter uniformly, in small, regular doses, permitting the filtering and biomat processes to do their work and avoiding overloading the system.Other systems use spray nozzles to distribute effluent over the surface of the media.

Recirculating Septic Media Filter Systems

Sketch of a Recirculating Sand Media Filter System - EPA A recirculating septic media filter system, in general, may be constructed using the same materials discussed throughout this document. What's different? A recirculating media filter system will be water tight (commonly using 30-mil polyvinyl chloride plastic (PVC) - so that it can process and then recirculate the effluent back to the pumping station. Effluent cycles through the recirculating media filter a specified number of times before being later discharged to a dispersal system. A common design to make final disposal of the effluent uses a pressure distribution system to disperse effluent into the soil. Where high levels of treatment of the effluent are achieved (see below), a biomat is not going to form so the absorption system can be expected to have a longer life.

A recirculating system, by its ability to handle higher volumes of effluent or effluent at a higher rate, may be constructed with a much smaller footprint than a single-pass media filter. Recirculating media filter septic systems may also be better at reducing the nitrogen load in the processed effluent. Jantrania cites ratios of total recirculating effluent to incoming effluent as ranging from 2:1 to 50:1 depending on system requirements.

A typical recirculating media filter system, if constructed using sand, will be constructed in a watertight excavation and filled in layers, from the bottom up, 12" of gravel, 24" of coarse sand coarse (0.05-2.0 mm), topped with another 12" of gravel. The bottom of the recirculating media sand and gravel filter bed slopes (perhaps 1" in 8 ft) to drain to the return from the media filter to the pumping station. 4" PVC pipe returns effluent by gravity to the pumping station. Wastewater is applied to a system of this design usually at 4-5 gallons per square foot of area of the media filter system's footprint. So a family of four, using 70 gpd of wastewater, (figure 300 gpd total, a commonly-used number which I am betting is low) would need only 75 sq. ft. for the filter bed if you believe these calculations. Naturally the actual system will be built with more capacity to handle aging, variations in efficacy, and variations in loading rate.

A recirculating sand media filter of this design can remove 30% to 70% of the nitrogen in the incoming effluent, and 10 to 30% of the phosphorus in the incoming effluent. BOD may be reduced from 175 mg/L (leaving the septic tank) to 20; fecal coliform may be reduced from 1 million or much higher MPN/100mL leaving the septic tank to perhaps 5000 to 100,000 MPN/100mL. A recirculating sand bed media filter system produces highly treated effluent and has good removal of nitrogen. In part because of the larger sand used in a recirculating system, fecal coliform is not reduced as effectively as a single pass sand media filter or a peat media filter.

The life expectancy of a recirculating media filter system of this type and the frequency with which the sand needs to be raked or replaced, is not an easy statistic to find. I'll plug that data in here when I can dig it out from the experts. Clearly a system like this needs regular maintenance and more frequent attention than a conventional septic tank and drainfield. Figure on a regular maintenance contract with perhaps quarterly inspections of the return media flow (slowing indicates clogging), returning effluent quality, and proper operation of the pump and controls. The University of Minnesota Extension Service estimates an annual operating cost including inspection, maintenance, and electricity of $200.-$500./year. This figure does not appear to include, however, the cost of periodic replacement of the media.

References: Portions of the text in this section were based on comments in "Advanced Onsite Wastewater Systems Technologies", Jantrania and Gross, and others on an article by the University of Minnesota Extension Service on recirculating sand bed media filter systems at http://www.extension.umn.edu/distribution/naturalresources/DD7670.html. The two sources are in general agreement.

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SEPTIC SYSTEMS HOME
HOME BUYERSGUIDE
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SEPTIC SYSTEM DESIGN BASICS
ALTERNATIVE SEPTIC DESIGNS
  AEROBIC SYSTEMS
  CESSPOOLS
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  SEPTIC MEDIA FILTERS
    How Septic Media Filters Work
    Single Pass vs. Recirculating Filters
    Dosing Control for Septic Media Systems
    Types of Media Filter Material
    Sand Septic Filters
    Peat Septic Filters
    Textile Septic Media Filters
    Foam Cube Septic Media Filters
    Septic Filter Capacity & Maintenance
    Septic Media Filter Source List
  SEPTIC & GREYWATER FILTERS
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References for this Septic Media Filters Discussion

My text draws heavily on Dr. Jantrania &Gross's work and on New York State Water Treatment Standards.

New York State Wastewater Treatment Standards - Individual Household Systems, Appendix 75-A (1990), Public Health Law 201(1)(1).

New York State Alternative Septic System Design Regulations, Wastewater Treatment Standards - Individual Household Systems, Appendix 75-A, of Public Health Law 201(1)(1) 1990.

Anish Jantrania, Ph.D., P.E., M.B.A., Consulting Engineer, Mechanicsville VA, 804-550-0389
NOTE: be sure to examine Dr. Jantrania's new (2006) book,
Advanced Onsite Wastewater Systems Technologies which can be
ordered from his publisher.

The Septic System Owners's Manual, Lloyd Kahn, Blair Allen, Julie Jones, Shelter Publications, 2000. IS N 0-936070-20-X

Onsite wastewater treatment systems, Bennette D. Burks & Mary Margaret Minnis. Textbook and reference manual on all aspects of onsite treatment. This is one of the best books we've reviewed on the subject, with an excellent balance of clear simple explanation and solid engineering. Topics: Soil & Site Selection, Hydraulics, System Selection & Design, Wastewater Biology, History & Mythology of Onsite Wastewater Treatment. $49.95, Hogarth House, Ltd, 800-993-2665 x327 to order *800 -993-2665 x327 (Univ. Wisc. Bookstore)

Boxerwood Gardens is an arboretum and nature center in Lexington VA, and the generous contributor of the illustration of a gravel-bed natural septic media filter system discussed above.

More expert information on this topic



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ALTERNATIVE SEPTIC DESIGNS
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