Septic tank installations guide
Installation at a Glance
Before installation
- Confirm the tank delivered is the correct capacity, dimensions and configuration for the project.
- Check the connection orientations, filter requirements and any associated invert-level changes.
- Confirm site access, delivery arrangements and suitable equipment for unloading.
- Check ground conditions, soil type, water table, excavation depth, nearby foundations, utilities, slopes/banks and trees.
- Complete the required risk assessment and method statement (RAMS).
- Check the installation does not fall outside the standard installation conditions. Structural engineering advice is required where:
- Vehicles other than ride-on lawnmowers will traffic over the tank.
- The tank is within 4 m of another structure’s foundations.
- The tank is within 4 m of a significant change in ground level.
- The installation is outside the specified depth parameters.
- Heavy clay or high water-table conditions are present.
Delivery & handling
- Inspect the tank before unloading and check it against the delivery documentation.
- Make sure suitable plant, access and a clear route to the installation location are available.
- The tank must only be lifted and manoeuvred when empty.
- Never lift the tank when it contains water.
- Use the designated lifting points with suitable lifting straps/chains and appropriately sized D-shackles.
- Establish the tank’s centre of gravity before fully raising it and use guide ropes to control movement from a safe distance.
Excavation & base
- Calculate the excavation depth from the drainage design and confirm the minimum and maximum permitted cover will not be exceeded.
- Allow sufficient room for tank manoeuvring and access, plus any battering required for the ground conditions.
- Allow for possible groundwater ingress during excavation.
- If the ground needs stabilising, the guide specifies increasing excavation depth by 250 mm and replacing it with a mixture of hardcore and sand.
- Provide a 50 mm bed of 10 mm washed pea gravel at the bottom of the excavation.
Positioning the tank
- Position the tank on the pea-gravel base and check both horizontal and vertical alignment.
- Allow for approximately 10 mm of settlement.
- The service duct must align with the controls inside the building because the supply pipe has limited flexibility.
- On direct-pressure systems, the service duct must slope towards the tank to allow gravity-fed mains-water top-up.
- Be aware of filter invert drops:
- PF filter: 66 mm
- VF-1 filter: 300 mm
Pipework
- Minimum pipe fall is 1:100 in the direction of water flow.
- Rainwater inlet pipework and service duct should fall towards the tank.
- The overflow should fall away from the tank.
- Connect the rainwater inlet, overflow and service duct once the tank has settled into position.
- Keep all rainwater-harvesting pipework free from site debris and seal pipe ends during construction.
- Make sure the overflow is connected to the appropriate surface-water management system.
Backfilling
- Initially fill the tank to one-third full with water to settle it into the pea gravel.
- Make final alignment adjustments to the connections and pipework.
- Install the neck and seal the joints with a good bead of silicone sealant to prevent groundwater ingress.
- Backfill around and beneath the tank using 10 mm washed pea gravel.
- Keep the pea-gravel backfill level in line with the water level inside the tank.
- Continue until the tank crown has 50 mm of pea-gravel cover.
- Continue filling the tank with water as backfilling progresses, up to the level of the inlet/outlet connections.
- Complete the remaining backfill to finished ground level using free-flowing material.
Finishing & commissioning
- Secure the tank lid.
- Install the filter if it has not already been fitted.
- Cover the filter with strong polythene to prevent roof water entering the tank before the system is ready for use.
- Remove the protective filter covering during commissioning.
- Clearly mark the tank location.
- Establish a 4 m exclusion zone outside the original excavation footprint to prevent construction vehicles accidentally driving over the tank.