Skip to content

Drainage Pipe Sizes and Minimum Fall Gradients

UK drainage pipe sizes for foul and surface water systems, minimum fall gradients per Building Regulations Part H, and pipe material specifications.

Underground Drainage Pipe Sizes

Underground Drainage Pipe Sizes
Nominal OD (mm)Internal Dia (mm)MaterialCommon Use
110~104PVC-U (BS EN 1401)Standard domestic foul and surface water
110~100Vitrified clayTraditional foul drainage, roots-resistant
160~152PVC-ULarger domestic, multi-property, commercial
225~213PVC-U or concreteMain sewers, large commercial
300~284Concrete or vitrified clayPublic sewers, highway drainage
80 (land drain)~76Perforated PVC or clayFrench drains, land drainage, soakaways

Drainage Pipe or Soil Pipe?

“Drainage pipe” on this page means underground pipework that carries foul or surface water away from a building to a sewer or soakaway. Above ground, the equivalent pipework fixed to the outside or run inside a building is usually called soil pipe or a soil stack: it commonly uses the same 110 mm and 160 mm diameters but different fittings, joints and gradient rules. See the UK soil pipe sizes and gradients reference for the above-ground figures, or keep reading below for underground sizes, falls and cover depths.

mm and Inch Pipe Sizes

mm and Inch Pipe Sizes
Metric OD (mm)Common Trade NameTrue Imperial Equivalent
110“4 inch” pipe101.6 mm (4 in)
160“6 inch” pipe152.4 mm (6 in)

These are trade equivalents, not exact conversions: 110 mm and 160 mm pipe are named after the nearest inch size rather than converted from it, so both are slightly larger than a true 4 inch (101.6 mm) or 6 inch (152.4 mm) pipe. The 100 mm nominal clay size in the table below is actually the closer metric match to a true 4 inch pipe; 110 mm PVC-U is one size up. For the minimum fall on a 110 mm / 4 inch pipe, see the Minimum Fall Gradients table further down this page: 1:40 with a single WC, 1:80 where a higher flow (5 or more WCs) self-cleanses at a flatter gradient.

Clay and Concrete Pipe Sizes for Sewers and Highway Drainage

Clay and Concrete Pipe Sizes for Sewers and Highway Drainage
MaterialNominal Sizes (mm)StandardTypical Use
Vitrified clay100, 150, 225, 300BS EN 295-1Traditional foul sewers and lateral drains, root-resistant
Precast concrete300 to 1800 (some ranges higher)BS EN 1916 / BS 5911-1Public sewers, highway and surface water drainage, large-diameter runs

Clay and concrete pipe are made in a fixed set of nominal sizes rather than a continuous range like PVC-U. They sit alongside, not instead of, the 110 mm and 160 mm PVC-U sizes in the table above, which cover most new-build domestic drainage. Clay and concrete are more likely to turn up on older properties, adopted public sewers and highway drainage, where root resistance (clay) or crushing strength and large diameter (concrete) matter more than on a short domestic run.

Minimum Pipe Size for an Adoptable Sewer

Where a drain will end up shared between properties, or is likely to be adopted as a public sewer, the water company applies a minimum size on top of the Approved Document H gradient and cover rules above. Those requirements trace back to Defra’s National Build Standards for new gravity foul sewers and lateral drains (Annex B, December 2011, made under section 106B of the Water Industry Act 1991), which set:

Minimum Pipe Size for an Adoptable Sewer
Sewer or Lateral Drain ServesMinimum Nominal Diameter
10 properties or fewer100 mm
More than 10 properties150 mm

These are adoption minimums, not a rule for every private drain: a single dwelling’s own drain can stay at 100 mm or 110 mm. Ask the water company’s developer services team before finalising pipe size on any drain more than one property might eventually share. See the sewer connection calculator and what a sewer connection costs for the wider connection process.

Minimum Fall Gradients (Part H)

Minimum Fall Gradients (Part H)
Drain TypePipe Size (mm)Min GradientFall per Metre (mm/m)Condition
Foul (1 WC)1101:4025Minimum for self-cleansing
Foul (5+ WCs)1101:8012.5Higher flow rate self-cleanses
Foul (general)150/1601:1506.7Larger bore allows flatter gradient
Surface water1101:10010Rainwater only, no solids
Surface water1601:1506.7Larger areas, car parks
Combined1101:8012.5Mixed foul and surface water

Minimum Cover Depths

Minimum Cover Depths
LocationMin Cover (mm)Bedding Required
Under garden/soft ground (any pipe)600Granular bedding (AD H Tables 8–10)
Under driveway/light road – plastic900Class S2 granular (Table 10)
Under driveway/light road – clay or concrete1200Class B granular (Tables 8–9); 1200 applies in any road irrespective of pipe strength
Under main road – plastic9001500 where parallel excavation could remove side support (Table 10, note 5)
Under building (in duct)300 min in ductRocker pipe joints, access

Figures from Approved Document H (2015) Tables 8–10, measured to the pipe crown. Pipes laid shallower than the table minimum need a reinforced concrete cover slab with a flexible filler and at least 75mm of granular material between pipe and slab (AD H para 2.44), not just a concrete surround. See also how deep should drainage pipes be buried.

Related Calculators

Use the Drainage Fall Calculator for pipe gradients, or the Soakaway Sizing Calculator for surface water disposal. The Manhole Calculator helps with inspection chamber sizing. For above-ground soil stacks and branch pipework, see UK soil pipe sizes and gradients. See also the Waste Pipe Sizing Calculator.

For gradient tables broken out by application and inspection chamber spacing, see the Part H drainage gradients reference, or the what drainage gradient do I need quick answer for fall-per-metre conversions.

Frequently Asked Questions

Was this calculator helpful?

Last updated: March 2026

Verified against UK standards · estimates only, confirm with your supplier.