How is Soakaway Testing carried out?
The BRE365 test methodology involves excavating a trial pit to the proposed formation level of the soakaway, filling it with water, and measuring the rate at which the water level falls over a series of three consecutive filling and draining cycles. The test results are used to calculate the soil infiltration rate (expressed in metres per second), which is then applied to the soakaway design calculations.
Key considerations that inform the scope of testing include:
- Depth to groundwater – soakaways must maintain a minimum clearance (typically 1 metre) above the peak seasonal groundwater level. This is why soakage testing and groundwater monitoring are frequently undertaken together.
- Geology – the nature of the underlying geology is a critical factor. The presence of impermeable strata such as clay may preclude infiltration drainage entirely. Conversely, highly permeable strata such as chalk or sandstone may yield very high infiltration rates, but may also present geological constraints that affect the suitability or design of soakaways (see below). Where the geology is variable across a site, multiple test locations may be required.
- Number of tests – the number of soakage tests is typically determined by the size of the development and the variability of the ground conditions. LLFAs may have specific requirements on minimum test numbers.
- Test location and depth – tests should be carried out at or close to the proposed soakaway locations and at the anticipated formation level.