Perc Test Hole Specifications for Soil Percolation Tests for Septic Field Design InspectAPedia® -
What are the specifications for soil perc test holes: how deep, what size, etc.
What are "perc tests" or soil percolation tests?
How do we perform a soil perc test when designing or testing a septic system?
Specifications and guidelines for soil percolation testing
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This chapter discusses the specifications for soil percolation holes used for testing for septic system absorption system or drainfield design. Perc tests may also be performed in order to evaluate soils when a septic system is believed to have failed,
and when repair or septic field replacement are being considered.
Readers should also see our example of state-regulated soil percolation tests at the New York State Septic System Design Regulations 75-A.4 - Soil and site evaluation for septic system design page.
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." This document is a chapter of Inspecting, Testing, & Maintaining Residential Septic Systems an online book on septic systems.
Specifications for Digging Holes for Soil Percolation Tests for Septic System Design and Approval
How to Dig a Soil Test Pit
Soil Perc Test Hole Depth: A typical soil perc test hole or pit is dug five feet (5') deep. On occasions a 6' hole is used if the engineer so requires.
Perc Test Shape: The bottom of the pit should be level and about 2 ft. x 4 ft. in size. At least one side should be sloped so that if someone falls into the pit they can easily exit. (See more safety notes below).
Perc Test and Water or Rock: If the excavator encounters water or bedrock the excavation will normally stop at that depth regardless.
Soil Perc Test SAFETY:
In dry soils, for safety and ease of access (to be able to climb in and out of the hole, one side
of the hole must be sloped to permit someone to easily enter and leave the pit. The other side(s) of
the hole are roughly vertical.
In wet soils, for safety and ease of access in and out of the hole, one side of the pit must be dug
stair-stepped with each step no greater than 2 ft. in height.
Soil Percolation Test SAFETY: Earth which has been removed to create the hole must be piled at least 2' away from the hole edges, again
for safety.
[DF opinion]: SAFETY: engineers or workers should not enter a soil test pit (nor any other excavation) while working
alone.
Re-fill the test holes after testing has been completed.
[Oregon's State DEQ has some nice sketches of a soil test pit. These
notes paraphrase the Oregon DEQ's text except for [DF opinion].]
Usually two percolation-rate test holes are dug, 50' to 100' apart in order to evaluate the proposed septic leachfield area.
Evidence of the seasonal high water table is noted (possibly based on changes in soil color at various depths).
For safety, perc test holes must be re-filled after the test is complete. If the hole must be left open
and unattended during the test it should be barricaded to prevent anyone from falling in. Here are some
hints from Callum County, Washington:
Dig the perc test hole downhill from the house site if possible.
Stay away from swales and drainage ways, and areas that are seasonally wet.
Keep 100 feet away from all wells and surface water, including irrigation ditches.
Septic systems cannot be located on slopes in excess of 45% (24 degrees).
It is helpful if property boundaries and the proposed house site are marked ahead of time.
What is the Soil Test Pit Showing and How Does the Percolation Test Impact Septic System Design?
"Soil percolation or perc tests are used to determine the ability of a soil
to transmit wastewater effluent through the soil profile.
The soil percolation rate is the amount of time water takes
to move through soil, measured in minutes per inch. Finer textured soils have slower percolation rates; it takes longer
for water to drain from a test hole. These soil types need larger drainfields than soils with faster percolation rates,
such as sandy soils, to handle a given amount of wastewater.
Soils with very slow percolation rates may not be suitable
for drainfields. In Nebraska [and other jurisdictions], if soils perc at a rate slower than 60 minutes per inch, consider installing a lagoon
system if the lot is at least 3 acres. Otherwise, an engineer must design a specialized [alternative
design] septic system. Soils with very fast
percolation rates, less than 5 minutes per inch, must be modified by adding a loamy sand liner to the drainfield,
so that proper treatment can occur." [Univ. of Nebraska, Lincoln Extension, Institute of Agricultural & Natural Resources, "Residential Onsite Wastewater
Treatment: Site Evaluation]
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Percolation Testing Manual, CNMI Division of Environmental Quality, Gualo Rai, Saipan provides an excellent English Language manual guide for soil percolation testing. Original source: www.deq.gov.mp/artdoc/Sec6art108ID255.pdf
Soil Test Pit Preparation, fact sheet, Oregon DEQ Department of Environmental Quality, original source www.deq.state.or.us/wq/pubs/factsheets/onsite/testpitprep.pdf The Oregon DEQ onsite water quality program can be contacted at 811 South Ave, Portland OR 97204, 800-452-4011 or see http://www.oregon.gov/DEQ/
Thanks to reader Michael Roth for technical link editing 6/29/09.
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Septic Tank Capacity vs Usage in Daily Gallons of Wastewater Flow, calculating required septic tank size, calculating septic tank volume from size measurements
Pennsylvania State Fact Sheets relating to domestic wastewater treatment systems include
Pennsylvania State Wastewater Treatment Fact Sheet SW-161, Septic System Failure: Diagnosis and Treatment
Pennsylvania State Wastewater Treatment Fact Sheet SW-162, The Soil Media and the Percolation Test
Pennsylvania State Wastewater Treatment Fact Sheet SW-l64, Mound Systems for Wastewater Treatment
Pennsylvania State Wastewater Treatment Fact Sheet SW-165, Septic Tank-Soil Absorption Systems
Document Sources used for this web page include but are not limited to: Agricultural Fact Sheet #SW-161 "Septic Tank Pumping," by Paul D. Robillard and
Kelli S. Martin. Penn State College of Agriculture - Cooperative Extension, edited and annotated by
Dan Friedman (Thanks: to Bob Mackey for proofreading the original source material.)
Septic Tank Capacity vs Usage in Daily Gallons of Wastewater Flow, calculating required septic tank size, calculating septic tank volume from size measurements
Pennsylvania State Fact Sheets relating to domestic wastewater treatment systems include
Pennsylvania State Wastewater Treatment Fact Sheet SW-161, Septic System Failure: Diagnosis and Treatment
Pennsylvania State Wastewater Treatment Fact Sheet SW-162, The Soil Media and the Percolation Test
Pennsylvania State Wastewater Treatment Fact Sheet SW-l64, Mound Systems for Wastewater Treatment
Pennsylvania State Wastewater Treatment Fact Sheet SW-165, Septic Tank-Soil Absorption Systems
Document Sources used for this web page include but are not limited to: Agricultural Fact Sheet #SW-161 "Septic Tank Pumping," by Paul D. Robillard and
Kelli S. Martin. Penn State College of Agriculture - Cooperative Extension, edited and annotated by
Dan Friedman (Thanks: to Bob Mackey for proofreading the original source material.)
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