What This Requirement Covers
Approved Document H3 requires adequate provision for the disposal of rainwater from roofs and paved areas. The hierarchy of preference for rainwater disposal is: soakaway or infiltration (where ground conditions permit), then watercourse, then surface water sewer, and only as a last resort, the combined sewer.
Key Requirements
Rainwater Disposal Hierarchy
- Soakaways and infiltration: The preferred method where ground conditions allow; rainwater is returned to the ground
- Watercourse: Discharge to a river, stream, or other watercourse (with Environment Agency consent if required)
- Surface water sewer: Connection to a public surface water sewer
- Combined sewer: Connection to a combined (foul + surface water) sewer - only where no other option exists
Gutters and Downpipes
- Gutters must be sized to carry the expected rainfall without overflow
- Standard domestic gutters: 75 mm half-round gutter for roof areas up to approximately 18 m²; 100 mm half-round for larger areas
- Downpipes: 63 mm diameter for 75 mm gutters; 75 mm diameter for 100 mm gutters
- Gutters should have a fall of approximately 1:600 to 1:350 towards the outlet
- Leaf guards or gutter protection may be required where trees overhang the roof
Soakaways
- Must be designed to BRE Digest 365 (Soakaway design)
- Soil percolation tests must be carried out to determine whether the ground is suitable for infiltration
- Soakaways must be located at least 5 metres from any building and at least 2.5 metres from any boundary
- Soakaways must not be constructed in contaminated ground or where the water table is high
Sustainable Drainage Systems (SuDS)
- Since 2024, new developments in England must include SuDS that comply with the mandatory SuDS standards
- SuDS manage surface water at source, mimicking natural drainage through:
- SuDS must manage both water quantity (flood risk) and water quality (pollution control)
- Approval of SuDS is obtained through the planning process or the SuDS Approving Body (SAB)
Flood Risk
- Where a site is in a flood risk area (Flood Zone 2 or 3), the surface water drainage strategy must demonstrate that the development will not increase flood risk elsewhere
- A Flood Risk Assessment (FRA) may be required by the planning authority
Practical Compliance Tips
- Carry out soil percolation tests early to determine whether soakaways are feasible; test to BRE Digest 365
- Size soakaways to store the 1-in-100-year rainfall event plus a climate change allowance (currently +40%)
- Separate surface water from foul water throughout the site; mixing causes pollution and sewer overflows
- Consider rainwater harvesting as part of the surface water strategy; collected rainwater can be used for toilet flushing and garden irrigation
- Ensure all surface water discharge complies with the local planning conditions and the Environment Agency requirements
- Maintain SuDS components regularly; blocked permeable paving and silted ponds lose their effectiveness
- Provide householder information on the maintenance of soakaways and SuDS components