Permeable Paving
/ pəˈmiːəbəl ˈpeɪvɪŋ /
Also known as: porous paving, SuDS paving, permeable block paving, infiltration paving
Definition
Permeable paving is any paving system allowing rainwater to drain through the surface into the sub-base below rather than running off as surface water. Types include: open-jointed concrete block paving (solid blocks, wide joints filled with permeable angular grit); porous concrete or asphalt (the surface material itself has an open structure); grass reinforcement grids (plastic grids infilled with grass or gravel); and resin-bound paving. Under DCLG 2008 guidance, front driveways over 5m2 in England require planning permission unless the surface is permeable - making permeable paving a common requirement for new driveways. The sub-base stores water temporarily and releases it by infiltration or controlled drainage; design follows CIRIA C753 (SuDS Manual). Annual maintenance (brushing or vacuum sweeping joints) is needed to prevent sediment clogging.
In practice
Permeable block paving looks identical to standard block paving when new but uses wider joints (3-7mm) filled with a washed angular grit instead of the kiln-dried sand used in standard block paving. The grit-filled joints allow water through; kiln-dried sand joints compact and become effectively impermeable. Over time, the permeable joints tend to be filled with fine sediment and vegetation if not maintained, progressively reducing the infiltration rate. A common inspection finding is permeable block paving that has been sealed with a block paving sealant (often applied by pressure-washing services) which fills the joint voids and renders the surface impermeable.
The suitability of permeable paving for a specific site depends on the subsoil infiltration rate. In heavy clay soils with very low infiltration rates, water stored in the sub-base cannot soak away quickly enough and the sub-base can become saturated during heavy rainfall, causing run-off. In these conditions, the sub-base must be connected to a controlled drainage outlet, or a larger sub-base volume provided for attenuation. A percolation test (falling head permeability test in the subsoil) before design is essential for getting the sub-base depth and drainage design right.