Not all sites are suitable for onsite wastewater systems.
Plans can be designed for a onsite wastewater system only once the following things are completed or determined:
- soil exploration
- hydraulic loading rate
- slope
- setbacks
Soil exploration is one of the first steps in determining if an onsite wastewater system can be installed on a property and is also important in sizing the system. An onsite wastewater professional certified by the Utah Division of Water Quality must conduct the soil exploration and design the system.
When contacting a certified onsite professional from the list above, please focus on contractors, consultants, and engineers. Government staff are also on the list but they are not able to do soil exploration or system design for projects within their jurisdiction due to conflicts of interest. Certified onsite professionals who are not government are not limited to the county under which they are listed.
Salt Lake County requires notification when soil exploration is conducted within its boundaries, and health department staff prefer to be present. Soil exploration should be done close to the proposed drainfield.
Soil exploration starts with digging a pit at least 10' deep. If bedrock, unsuitable soil, or groundwater are encountered before 10 feet, the exploration stops. Soil exploration pits may be deeper depending on the proposed system design. Soil exploration is required to go at least 4' below the proposed drainfield. For example, if a soil exploration pit is only 10' deep, the max depth of the drainfield trench is 6'.
Soil layers in the exploration pit are then classified. Depending on the soil type, a classification can be used to determine the hydraulic loading rate (HLR) of the soil. Some soil types require further percolation testing to determine the HLR. Percolation testing takes longer and is more labor-intensive but gives a better determination of the HLR. The HLR is necessary in a formula with the estimated daily wastewater flow to determine the size of the drainfield.
Other factors, in addition to soil exploration, that must be considered during site feasibility includes slope and setbacks.
Slope is a limiting factor. Drainfields are not allowed on slopes above 35%. Slopes that are 25-35% need a slope stability study to ensure the slope will not fail when water is added.
Setbacks from property lines, utility lines, foundations, driveways, water courses, wells, springs, and other items of concern must be met. Reductions in setbacks may be granted with the use of an alternative system.