Steep slope septic drainfield systems.
This article describes the installation of septic drainfields or leach lines on difficult terrain such as on steep slopes where a property disposes of wastewater using a septic tank and drainfield.
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Our photo above illustrates terracing used by the excavator during a septic drainfield installation.
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In addition to the text of this article (below), readers concerned with septic installation advice for steeply sloped or rolling sites should see these articles:
also see DIFFICULT SEPTIC SITE DESIGNS. Technical reviewers are welcome and are listed at "References." 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.
The sketch at page top shows an installation approach for septic drainfields across a steep or rolling slope. The photo just above illustrates sewer line piping down a steep slope to a septic tank and seepage pit system located in a flat area below the hillside. But what do we do if the septic effluent absorption system or soakbed itself has to be installed along a steep hillside? Here are some specifications.
Septic drainfields that treat and dispose of clarified wastewater effluent using gravity need to be properly pitched and never sloped too steeply. Otherwise effluent will run too quickly to the low end of the drainfield line and gravel trench where it is likely to simply break out to the property surface.
If you have to install a conventional perforated pipe and gravel trench drainfield on a steep slope you'll need to run the trenches along the slope or parallel to the fall line, stepping down the slope from trench to trench.
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Below you will find questions and answers previously posted on this page at its page bottom reader comment box.
Sure you can have the drainfield above the septic tank, but you'll need an effluent pumping system.
On 2020-05-25 by Edward Cline
This is from last comment. This where leach line will be installed compared to where the septic is buried in the lower level. You see the house and it will be on top of this embankment on the right side of the home.
Can a septic be installed at ground level but the leach area is install on embankment behind the home.
The embankment height is to roof top of the single story home being built. Will there be problems for this set up and how long do a pump last for this system because it is not built at level like the average septic system? How are will pump need to be replaced and how expensive is this process in long run of owning your home because leach area is at a steep slope from septic?
On 2020-05-25 by Edward Cline
Can a septic be installed at ground level but the leach area is install on embankment behind the home. The embankment height is to roof top of the single story home being built. Will there be problems for this set up and how long do a pump last for this system because it is not built at level like the average septic system?
How are will pump need to be replaced and how expensive is this process in long run of owning your home because leach area is at a steep slope from septic?
On 2020-01-10 - by (mod) -
Yes, that's the subject of the article above on this page. Basically you need to keep the slope to the proper 1/8 to 1/4 inch per foot of horizontal run otherwise all the effluent immediately dashes to the end and overloads the system there
On 2020-01-10 by Anonymous
Are there any potential problems with a leachfield that has some slope to it?
On 2019-12-16 by Anonymous
Steve
So in winter we are sending sewage into the environment;
I agree that directing surface runoff away from the drainfield might work. You may need both a swale to intercept actual surface runoff and a trench of depth greater than 24" below the bottom of the drainfield trenches to intercept groundwater and carry it away from the field. C
arry groundwater and surface water to daylight away from the field area.
If none of that works we (ok really you) could have to go to a raised bed or mound septic.
On 2019-12-16 by Steve
During the winter months, it appears that runoff from a steep hill, including seep springs overload the drain field.
The drain field is in a flat area of a hill about 60 feet in width. In the summer, there is no issue. Would it be advised to put a french just starting in the flat uphill from the drain field to sort of isolate the drain field and make it more or less acting as a mound at that point?
The drain field to the down hill side has easy runoff away from the field. Thanks
On 2019-12-10 - by (mod) -
Kelly
You will need sufficient space to be certain that your septic system meets the setback requirements from the water's edge, and most likely you will need to bring in soil in order to construct a sufficiently elevated Mound system such that the bottom of your drain field or effluent Disposal system has enough soil beneath it that it's not simply going to hit rock and then send the affluent Down The Rock and into the lake.
Imagine that wherever you live there will be an authority who needs to approve the specific septic design so you need a septic design engineer who's familiar with both local regulations and the soil conditions on your Island.
On 2019-12-10 by Kelly
I am contemplating the construction of a septic system on an Island that is primarily solid rock (Canadian Shield) and slopes into the lake (5% to 25% gradient in places).
Due to the size of the Lot the setbacks from the Lake would be 30m to 40m. What are the issues that I need to be aware of and how reliable would a septic system be in this scenario. Is it a mistake to try to do this?
How long can I expect this system to function before it might fail?
Thanks.
On 2017-12-13 by William H. Doggett
In Frederick County, MD, what is the maximum topographic slope permitted in a septic field serving a single family residence?
On 2016-09-10 by Anonymous
How far apart do you do agg line?
On 2015-09-25 by Anonymous
Thanks for your prompt reply,
Just a question: Why would I install D Boxes when I can just install a second cleanout midway through the total run more cheaply and less obtrusively? Your method has me installing 6 drop boxes over 100'! To me, that seems excessive, expensive and high maintenance.
On 2015-09-25 - by (mod) - installing a bathroom and kitchenette in my rural 2400 sq. ft. wood-working shop
A too steep sewer pipe may see water running too fast, leaving solids behind.
Yet I've seen straight shot steep lines from house to tank that worked ok for decades. A stepped line approach will work better if each turn is made through a D box to give access for cleaning.
On 2015-09-25 by Brent Herman
What a wonderful website!
My problem: I'm installing a bathroom and kitchenette in my rural 2400 sq. ft. wood-working shop that I am in the process of building (myself - for myself). I am a carpenter/mason/builder.
Though it is not my trade, I have reasonable plumbing skills. I have about 20' of fall for about 100' of run to the pre-existing septic tank. The tank was installed to accommodate a house. The house is on hold (waiting for more money).
The tank and field have been approved for use by the shop. I don't live on site and now it seems it may be some years before I can build the house on site.
Can I run a 4" sewage line in step-wise fashion down to the septic tank? IE: horizontal runs 1"/4' for about 15' to vertical drops of about 3 feet and continue with that pattern till I reach the tank?
The the shop foundation is sitting on granite bedrock, and the septic tank with effluent pump to a drain field are placed on the land to meet both, perc test requirements and maintaining a minimum 100' from a river.
For the most part, the soil is 3' of clay over granite. Frost footings must have a minimum depth of 5' when not tied directly to bedrock. It is common practise by good builders to run 2" of polystyrene over their water pipes.
Black water is another issue. Will I need to vent part way between shop and tank? A cleanout will be placed at the point where the pipe breaches the foundation wall.
I will be most thankful for the help of anyone who can give me good practical assistance.
On 2013-03-13 - by (mod) -
Steve,
It's remarkable to hear about 50-year old drainfields that are really still working correctly, though I have inspected a few as well, including a complex system built on an estate around 1920.
But I'd watch out. Sometimes "working" means the system seems to successfully dispose of effluent - that is, you're not seeing wet spots. A septic system can fail in more clandestine ways, such as sending effluent onto a neighboring property, stream, or aquifer.
Nevertheless, virtually nobody would dig up and mess with a drainfield in the absence of any failure data.
Can you elaborate what special considerations you have learned for steep-slope septics? It'd be helpful to add detail here.
On 2013-03-13 by Steve Hartsell
In this area there several septic leach fields in slopes of up to 80% and numerous leach fields in slopes of up to 50% that utilize standard leach trenches. Many fo these were installed up to 50 years ago and still work fine today.
The suitability of a steep slope for the dispersal of septic effluent is site specific. Proper consideration must be given to various factors including the presence of impervious strata, seasonal ground water, and slope stability.
On 2012-02-13 by B Page
Thank you! This was very helpful.
On 2011-07-18 - by (mod) -
B Page
On a steep slope in Virginia many years ago we satisfied the code officials by combining the type of across-slope trenching system you see at page top with sculpting the slope into a terraced hill; the wider flat areas of the terraced surfaces gave plenty of room for the drainline trenches.
It was, of course expensive. The excavator had to bulldoze what amounted to a roadway zigzagging down the steep hill, then the excavator worked backwards from bottom-up so that there was no worry about equipment driving over finished drainfield trenches.
On 2011-07-14 by BPage
Thought I'd better add: The drainfield site will be well down-slope of the building site and tank...so gravity fed or syphon could be used.
On 2011-07-14 by BPage
Anyone have any further recommendations of septic design for steep slopes greater than 25%? My county code precludes standard drain fields on slopes >25%.... References on designs successful for these types of slopes?
On 2011-07-14 by BPage
Great information. I have a site that is on a 24%-30% slope.
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