In accordance with Title 124 – Onsite Wastewater Treatment Systems trenches must not be less than 18 inches or more than 36 inches wide for pipe laterals and no more than five feet wide for chambers. For soil absorptions systems where filter material is used, any trench wider than 36 inches for pipes and five feet for chambers will be considered a bed and have the required square footage of the soil absorption area or drain field trench increased by the appropriate absorption bed multiplication factor listed in the following table (Table 4 of General Permit GTS220000).
Soil Absorption Bed Multiplication Factor
Width of Bed (feet) | Multiplier |
> 3 to 10 | 1.25 |
> 10 to 15 | 1.33 |
> 15 to 20 | 1.50 |
> 20 | *Unacceptable |
Note: The maximum width of a bed is limited to 20 feet
Calculating Effective Width of a Soil Absorption System Trench
- The width for calculating the trench bottom area shall be the width of the filter material covered trench.
- Plastic chambers meeting the requirements for gravelless chambers installed without filter material may be used for effluent distribution in a trench or bed with filter material and may be installed directly on the trench bottom.
- The width for calculating the trench bottom area shall be the width of the filter material covered trench.
- Bundled Expanded Polystyrene
- Bundled expanded polystyrene synthetic aggregate contained in high-strength polyethylene netting in cylinders 9 to 12 inches in diameter specifically designed for use without filter material and meeting the requirements for bundles installed without filter material may be used for effluent distribution in a trench or bed with filter material and may be installed directly on the trench bottom.
- The width for calculating the trench bottom area shall be the width of the filter material covered trench.
The filter material must completely encase the distribution pipes, chambers, or synthetic aggregate bundles to a depth of at least two inches extending uniformly to the width of the trench. The filter material must also be covered with a permeable layer such as a Geotextile fabric, a two-inch layer of hay or straw or other similar permeable material that prevents the movement of fine soil particles into the filter material.