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Sand Filter Septic System Design, Use, Maintenance, Repair
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Sand filter septic design details:
This document discusses design and use of septic media filters using sand. When using a septic media filter system, effluent treatment is by both actual filtration and ultimately by a biochemical process as the
filter "matures" and includes its own biomass. This is particularly true of sand-bed filter septic systems which also
often use a recirculating sand bed design to move septic effluent multiple passes through the sand filter system.
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Septic Media Filters Using Sand
The septic tank which receives
waste from the building should have either two compartments, or two tanks in series are used.
A gas baffle on the tank outlet
is recommended (NY State Wastewater Treatment Standards) to reduce the chances of a periodic bolus of gas
forming in the bottom of the tank and forcing solids into the sand media.
When a sand filter system is used, effluent is periodically distributed out of the septic tank and
over the surface of a constructed
bed of sand through a network of perforated pipes. Collector pipes below the sand pick up effluent after it
has filtered through and been treated by (the biomat formed on) the sand filter.
Effluent dosing is by pressure-fed perforated lines of 1.5" to 3" diameter, or by siphon dosing
using a 3" to 4" diameter effluent line. New York requires that the system is dosed at least three times
daily. Dosing should not exceed 1.15 gallons/day/sq. ft. of media area.
Various texts cite the critical importance of selecting the proper sand for a septic media filter. New York's standard
specifies a sand grain size of 0.25 to 1.0 mm; if nitrification is required (which may be specified by
the local health department), the grain size is larger, 0.5mm to 1.0 mm., and all sand is passed through
a 1/4" sieve and must be uniform to a coefficient of 4.0.
The effluent collector pipes below the sand bed discharge the treated effluent to an absorption system
such as a drain field placed below the original ground level or possibly into a raised bed or mound system.
The raised bed or mound receiving the treated effluent may itself be constructed of sand or other
fill material with a percolation rate of not faster than 5 minutes per inch.
Typical sand filter construction (NY State Wastewater Standards) involves an excavated bed area which is filled
in layers of material as follows (bottom up):
Collector pipe system set in gravel sized 3/4" to 1.5" aggregate.
4" of aggregate above the collector pipes
3" of crushed stone or clean gravel sized 1/8 to 1/4" atop the aggregate.
24" of approved sand. Jantrania points out that a geotextile fabric should not be placed
below the sand and atop the gravel. Though some installers think that's a great idea to keep the
sand out of the gravel, he points out that the fabric is likely to clog and lead to early
sand filter bed failure.
Distribution pipes placed in a layer of aggregate providing 4" or more across the whole surface
of the sand filter and with aggregate of at least 2" underneath and above the distribution pipes.
A geotextile, 2" of hay or straw, or untreated building paper is placed atop the bed to keep
soil fines out of the filter.
6" to 12" of topsoil is placed atop the sand filter bed system, mounded to encourage surface water
runoff to drain off of the system. The topsoil is seeded to grass.
Sand filter problems: keep deep rooting plants, surface runoff, and heavy traffic (that could
compact the media) off of the system. Don't block air movement over the surface of the system with
buildings or plantings.
Sand Filter Septic Research
Also seeReferences or Citations
Spychala, M., and R. Blazejewski. "Sand filter clogging by septic tank effluent." Water science and technology 48, no. 11-12 (2004): 153-159. Abstract: The aim of this study was to characterise conditions and factors affecting fine sand clogging by septic tank effluent on the basis of physical modelling. The physical model consisted of 12 sand columns dosed with sewage from one household (5 persons), preliminary treated in a septic tank. Hydraulic loadings of the sand filters were equal to 82 mm/d.
The mean discharge from sand columns, measured as the effluent volume collected during 10 minutes, decreased significantly over the experiment period from 34 cm3/min in August 2000 to 20 cm3/min in August 2001 at the same temperature of about 20°C.
First the columns clogged almost completely after 480 days in December 2001, however six columns had remained unclogged till the end of the experiment (March 2002). The temperature had a significant impact on hydraulic conductivity. A vertical distribution of accumulated mass and biomass was investigated in partly clogged sand. Microscopic survey of the clogging layer showed a presence of live micro-organisms, residuals of dead micro-organisms, particularly pieces of small animal armour and many fibres. These particles accelerated the accumulation of solids in the upper clogging layer.
The study indicated that temperature impact on the filter hydraulic conductivity was more significant for biological activity, than for sewage viscosity.
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In addition to citations & references found in this article, see the research citations given at the end of the related articles found at our suggested
Using a Sand Bed Effluent Disposal System as a Component of Alternative Septic Systems for Difficult Sites.
This document includes the NYS Appendix 75-A section on sand filter beds (next/septic/NYS75-A.9d_Sand_Bed_FIlter_Septic_Design.phpsand filter bed
design comments and advice from other experts
Septic Contaminants, identifying - what are the Nitrogen contaminants produced by septic systems and what can be done about them if they escape initial treatment?
SEPTIC & CESSPOOL SAFETY Septic System, Septic Tank, & Cesspool Safety Warnings for Septic Inspectors, Septic Pumpers, and Homeowners
Advanced Onsite Wastewater Systems Technologies, Anish R. Jantrania, Mark A. Gross, CRC Taylor & Francis, 2006 ISBN 0-8493-3029-7
Anish Jantrania, Ph.D., P.E., M.B.A., Consulting Engineer, Mechanicsville VA, 804-550-0389
The Septic System Owners's Manual, Lloyd Kahn, Blair Allen, Julie Jones, Shelter Publications, 2000. ISBN 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 or order by telephone 800 -993-2665 x327 (Univ. Wisc. Bookstore)
In addition to citations & references found in this article, see the research citations given at the end of the related articles found at our suggested
Carson, Dunlop & Associates Ltd., 120 Carlton Street Suite 407, Toronto ON M5A 4K2. Tel: (416) 964-9415 1-800-268-7070 Email: info@carsondunlop.com. Alan Carson is a past president of ASHI, the American Society of Home Inspectors.
Carson Dunlop Associates provides extensive home inspection education and report writing material. In gratitude we provide links to tsome Carson Dunlop Associates products and services.