This article explains the design and construction specifications of an absorption bed septic leachfield or soakaway bed or drainfield.
Septic drainfields, also called leach fields, absorption beds, soil absorption systems, soakaway beds, and leaching beds, perform the functions of septic effluent treatment and disposal in onsite wastewater treatment systems, conventionally called "septic systems".
Page top sketch: shown again below as a larger image, an absorption bed septic field combines multiple effluent lines.
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Here we summarize the basics of an absorption bed septic drainfield design.
So what's the difference between a septic drainfield trench and a septic absorption bed?
An absorption bed system operates on a principal similar to the absorption trench except that several laterals, rather than just one, are installed in a single excavation.
This reduces the effective sidewall infiltration area per linear foot of lateral or leach line.
In the most common design of drainfield, perforated pipes are buried in gravel-filled trenches to form the drainfield.
[Click to enlarge any image]
This sketch shows a cross section of a typical drainfield trench, and places below the trench the critical biomat as well as other septic field design areas and considerations. (Source US EPA who in turn obtained the drawing from Ayres Associates, in turn modified by InspectApedia.)
(i) Percolation rate limits for absorption bed septic systems:
A bed system may be built in soils with a percolation rate between one and 30 minutes per inch.
A n absorption bed septic system shall not
be built where the soil evaluation indicates silty loam, clay loam, or clay.
(ii) Slope of the site of an absorption bed septic system shall not exceed eight percent.
(iii) Absoption bed septic systenm site shape:
Septic absorption bed systems are more practical on sites that are long and narrow with a minimal slope.
(iv) All absorption bed septic vertical and horizontal separation distance requirements shall be met.
(i) Pressure distribution is required
for the installation of an absorption bed system.
The local health department having jurisdiction
may allow the use of siphon dosing on specific sites.
(ii) The maximum width of the bed of an absorption bed septic design shall be 20 feet.
The maximum length of each lateral from a pressure manifold shall be 100 feet.
Utilizing a
center manifold system, a bed may then have a maximum length of 200 feet.
Laterals for siphon dosing systems in beds are limited to 75 feet.
(iii) The depth of the septic effluent absorption bed
shall be between 18 and 30 inches below original ground level.
(iv) Absorption bed septic system laterals shall be spaced five (5) feet apart.
Two and one-half feet (2 1/2') must be provided between the laterals and the sidewalls. In the maximum width of 20 feet, only four laterals may be installed.
(v) Maximum dimensions for absorption bed septic effouent pressure distribution:
Using pressure distribution with a center manifold, a bed system shall have maximum dimensions of 205 feet by 20 feet.
(vi) The required septic effluent absorption bed bottom area
shall be calculated from the application rates shown in Table 5 - below
Table 5 - Absorption Bed Septic Bottom Area Size Required |
|
Percolation Rate Min / Inch |
Application Rate Gal / Day / Sq.Ft. |
1 - 5 | 0.95 |
6 - 7 | 0.80 |
8 - 10 | 0.70 |
11 - 15 | 0.60 |
16 - 20 | 0.55 |
21 - 30 | 0.45 |
>30+ | Not Acceptable |
Adapted from this original source: NYS Septic Design Code, Table 5, Absorption Bed Septic Systems -- Required Bottom Area
Absorption bed septic systems use essentially the same materials as found
at CONVENTIONAL SEPTIC LEACH FIELDS
(i) Heavy construction equipment shall be kept outside the proposed
bottom area of the bed.
Watch out: See warnings
at SHALLOW BED SEPTIC ABSORPTION TRENCH CONSTRUCTION
(ii) The required bed bottom area is excavated as level as practical.
(iii) The bottom and sides of the excavation are hand raked to reduce soil smearing.
(iv) After excavation, a six inch layer of aggregate is placed across the bottom of the bed.
(v) The laterals are laid level on the aggregate and covered with aggregate to a level two inches above the top of the pipe.
(vi) The entire bed area is covered with a permeable geotextile. Untreated building paper or a four inch layer of loose hay or straw may be substituted if a permeable geotextile is unavailable.
...
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