A soakaway is a subsurface pit that receives surface water runoff, typically from a roof via downpipes, and disperses it slowly into the surrounding soil. For most UK properties without access to a public surface water sewer, a correctly designed soakaway is the approved drainage method under Building Regulations Approved Document H (Part H3) and the supporting standard BS EN 752.1
Getting it right is not complicated, but there are two steps that most DIYers skip: the percolation test to check whether your soil can actually absorb water, and the sizing calculation to make the pit large enough. Both are covered below.
When Is a Soakaway Appropriate?
Soakaways are suitable where:
- The soil percolation rate is adequate (see test below)
- The water table does not reach the bottom of the soakaway at any time of year1. That is the national test. Individual councils often ask for a margin below it: Wiltshire, for example, wants 1 m of unsaturated ground beneath the base2
- The soakaway can be positioned at least 5 m from any building or road, which is the Part H3 minimum1. There is no national distance to a boundary. Councils set their own, and Copeland for instance asks for 2.5 m3
- There is no risk of contamination from nearby septic tanks or cesspits (minimum separation 5 m)
They are not suitable in clay-heavy soils where water drains slower than 1 minute per 10 mm (the BS test threshold), in areas with high groundwater tables, on brownfield land with potential contamination, or on steeply sloping ground where lateral migration could undermine structures.
Percolation Test
Before designing your soakaway, you must establish the soil’s infiltration rate. For a soakaway serving a larger area Part H3 sends the design to BS EN 752 or BRE Digest 3651. For a domestic soakaway, most local authorities and building inspectors accept the field method set out in Approved Document H:
- Dig a trial pit 300 mm square by 300 mm deep at the proposed soakaway location and at the proposed soakaway base depth.1
- Fill the pit with water and allow it to drain completely, repeat twice to saturate the soil.
- On the third fill, measure the time in seconds for the water level to drop 10 mm.
- Calculate Vp (the average of three tests): Vp = time in seconds ÷ 10.
A Vp of between 12 and 100 is the range Approved Document H sets for a drainage field, and building control commonly applies the same window to soakaways.1 Below 12 the ground drains too fast for the soil to filter the water; above 100 it drains too slowly and the soakaway will back up.
Clay Soils
Much of London and the Home Counties sits on London Clay. A Vp above 100 is common. If your percolation test fails, you will need an alternative drainage route, a French drain to a watercourse, an attenuation tank, or an adoptable surface water connection.
How to Size a Soakaway
Soakaway volume is calculated from your roof (or paved area) drainage area and the percolation test result using the formula from BRE Digest 365:4
A = (Imp × D × Vp) ÷ (5 × 1000)
Where:
- A = required soakaway storage volume (m³)
- Imp = impermeable area draining to soakaway (m²)
- D = storm duration factor (use 10 for standard residential; hours)
- Vp = your percolation value
For a simpler practical guide, use the table below based on roof area:
| Roof/impermeable area (m²) | Indicative soakaway volume (m³) | Crate quantity (1,000-litre system) |
|---|---|---|
| Up to 30 m² | 0.5–0.8 m³ | 4–6 crates |
| 30–60 m² | 0.8–1.5 m³ | 7–12 crates |
| 60–100 m² | 1.5–2.5 m³ | 13–20 crates |
| 100–150 m² | 2.5–4.0 m³ | 21–32 crates |
Values assume Vp of 50 and moderate UK rainfall intensity. Always calculate from your own percolation test.
Rubble Soakaway vs Polypropylene Crate System
Traditional Rubble Soakaway
A rubble soakaway is a pit filled with clean angular aggregate (20–40 mm crushed stone or hardcore), with the incoming pipe feeding into the top and water dispersing from the voids in the stone. It is the older method, still an acceptable infiltration device under Part H1, and cheaper in materials, but takes more digging: a rubble pit has to be larger than a crate system to hold the same volume of water, because clean stone gives around 30% voids against the 90-95% that crate manufacturers declare.
Best for: small areas (up to 30 m²), properties with easily accessible open ground, lower budgets.
Polypropylene Crate System
Plastic soakaway crates (also called modular infiltration units) are interlocking polypropylene boxes with near-total void volume. They are wrapped in geotextile membrane to prevent soil ingress and sit at the bottom of a relatively compact excavation. A 1,000 × 500 × 500 mm crate typically holds around 190–250 litres of void volume.
Best for: larger drainage areas, constrained plots (shallower footprint), gardens where surface disruption must be minimised.
Cost Comparison (2026)
| Item | Rubble Soakaway | Crate System |
|---|---|---|
| Materials (mid-size, 60 m² roof) | £80–£150 (aggregate + membrane) | £150–£350 (crates + membrane + connectors) |
| Individual crate price | - | £5–£12 each (depending on size and brand) |
| Geotextile membrane (10 m²) | £15–£30 | £15–£30 |
| Inspection chamber (optional) | £30–£60 | £30–£60 |
| Contractor total (inc. dig & backfill) | £300–£600 | £400–£800 |
Tools and Materials
Tools
- Spade and mattock (or hire a mini-digger for larger excavations)
- Spirit level and tape measure
- Hacksaw or pipe cutter
- Rubber mallet
- Wheelbarrow
Materials
- Soakaway crates or clean angular aggregate (20–40 mm)
- Geotextile membrane (non-woven, 90–120 g/m²)
- 110 mm UPVC drainage pipe and fittings
- Inspection chamber and cover (recommended)
- Sharp sand (for bedding pipe)
- Cable ties or geotextile tape
Step-by-Step: Building a Crate Soakaway
Step 1: Confirm Utilities
Before digging, contact Dial Before You Dig (dial 0800 096 8399 or use the LSBUD map) and check for buried cables and pipes. Check your title deeds for any drainage easements.
Step 2: Mark Out and Excavate
Mark the soakaway footprint at least 5 m from the building. Dig to a depth that allows for: the crate stack height, plus 150 mm of granular material beneath, plus at least 200 mm of cover above. Allow 300 mm extra around the perimeter for membrane wrap. The base of the excavation must be below the invert level of your incoming drain.
Step 3: Prepare the Base
Compact the base firmly. Lay a 150 mm bed of clean angular aggregate (20–40 mm). Level with a spirit level, the crates must sit flat.
Step 4: Wrap in Geotextile
Line the entire excavation, base and sides, with geotextile membrane. Leave enough membrane hanging over the top edges to fold over and cover the top of the crate stack once assembled. This prevents soil migration into the voids over time.
Step 5: Assemble the Crates
Stack and clip the crates together following the manufacturer’s instructions. Most systems use push-fit connectors. Ensure the inlet pipe knockout is positioned to accept your 110 mm UPVC drain.
Step 6: Connect the Inlet Pipe
Run your 110 mm UPVC drain from the downpipe to the crate inlet. The pipe should fall at 1:80 minimum (about 12 mm drop per metre).5 Bed the pipe in sharp sand. Fit an inspection chamber upstream of the soakaway if the run is longer than 10 m, this allows rodding access.
Step 7: Install an Inspection Chamber (Strongly Recommended)
An inspection chamber at the junction between your downpipe and the soakaway run allows you to check water is flowing and to rod the pipe if a blockage occurs. A basic 100 mm chamber and cover costs £30–£60 at any builders’ merchant.
Step 8: Fold Over Membrane and Backfill
Once all pipe connections are made, fold the membrane over the top of the crates and secure with tape or cable ties. Backfill with the excavated soil in 150 mm layers, compacting each layer as you go. Do not use a heavy plate compactor directly over the crates, hand-tamp or use a lightweight wacker plate on the layers above 500 mm of cover.
Step 9: Reinstate Surface
Restore topsoil and turf, or lay whatever surface is appropriate. Avoid paving over the soakaway, the ground above should remain permeable to allow air and some moisture movement.
Building Regulations and Planning
Building Regulations Part H3 requires that new drainage to a soakaway serving an extension or new dwelling is built to comply with the standard. For extensions and new builds, you will typically need to notify your local authority building control (LABC) or a registered building control approver. Soakaways serving only roof drainage from small extensions (under the permitted development thresholds) are often covered under building notice rather than full plans.
BS EN 752 sets out the framework for drain and sewer systems outside buildings.6 For soakaways, this standard governs design life (typically 60 years), design storm return period, and documentation.
Planning permission is not usually required for a soakaway itself, it is underground infrastructure. However, if you are also installing a new driveway or patio covering more than 5 m² in non-permeable material that connects to the soakaway, that surfacing work may need permitted development compliance.7
Adoption
Soakaways are private drainage assets and are never adopted by the water company. Maintenance is your responsibility.
Common Mistakes
- Skipping the percolation test. Building a soakaway in clay soil that fails the test results in a pit that fills with water and never empties, backing up into downpipes and causing damp.
- Under-sizing. Using a rule-of-thumb crate count without calculating from actual roof area and Vp leads to soakaways that overflow in moderate rain.
- Too close to the house. The 5 m minimum from foundations is a legal minimum, not a target. Water migrating toward shallow foundations causes subsidence over time.
- No inspection access. A soakaway with no upstream inspection chamber is impossible to diagnose or rod when something goes wrong.
- Poor pipe fall. A shallow fall (less than 1:80) allows debris to settle and block the inlet pipe, typically within five years.
When to Get a Professional
DIY is feasible for small domestic soakaways (single downpipe, roof area under 50 m²) where the percolation test passes and access is clear. Consider using a contractor when:
- Your soil type is uncertain or the percolation test is borderline
- The excavation depth exceeds 1.2 m (health and safety requirement to consider shoring)
- The soakaway needs to receive multiple drainage sources or a large impermeable area
- Building control requires drawings or a drainage design report
- Ground conditions are variable (made ground, filled areas, sloping sites)
A drainage contractor typically charges £300–£800 for a complete soakaway installation including supply, dig, and reinstatement for a standard residential roof drainage job.
The rules in this note are those that apply in England. Scotland, Wales and Northern Ireland have their own building standards and permitted development rights.
References (7)
Figures in this note were checked against the sources below on 6 September 2026. Superscript numbers in the text point to them. Every source the site cites, by topic.
- 1technicalvery strongMinistry of Housing, Communities and Local Government.RN-SM6TRWThe statutory source for soakaway design and the discharge hierarchy every garden drainage note should state. Requirement H3(3) lists the order of priority for rainwater discharge: (a) an adequate soakaway or other adequate infiltration system, or where not reasonably practicable (b) a watercourse, or where not reasonably practicable (c) a sewer. Paragraph 3.25 bars infiltration devices within 5 metres of a building or road, in ground where the water table reaches the bottom of the device at any time of year, too close to other drainage fields or soakaways, or where contamination could pollute groundwater. Paragraph 3.26: soakaways serving less than 100 square metres are generally square or circular pits filled with rubble or lined with dry-jointed masonry or perforated ring units. Paragraph 3.27: design to a return period of once in ten years, and for small soakaways serving 25 square metres or less a design rainfall of 10mm in 5 minutes may be assumed as the worst case. Paragraph 3.28 requires percolation tests to derive the infiltration rate, and paragraph 3.30 sends larger soakaways to BS EN 752-4 or BRE Digest 365 Soakaway design. Paragraphs 2.10 to 2.12 cover pervious paving over a granular storage reservoir and warn against its use where sediment or oil spillage would block the pores. For foul drainage, paragraph 2.33 sets a minimum 75mm internal diameter, or 100mm for a WC, and Table 6 gives minimum gradients of 1 in 40 for 75mm and 100mm at peak flows under 1 litre per second.
- 2technicalstrong locallyWiltshire Council, guidance.RN-4M7TEJA council guidance note for developers on surface water soakaways: percolation testing, sizing, and the separation distances from buildings and boundaries. One council restating the national method from BRE Digest 365, so it is a clear practical explanation rather than the authority for the method. The page blocks automated fetching, so it is described from its title and publisher.
- 3technicalstrong locallyCopeland Borough Council, guidance.RN-Y0GBDTA council building control note on rainwater soakaways for areas of 25 m2 or less, which is the domestic case. Sets out the percolation test, the storage capacity a soakaway must have, and the minimum distance from the building. One council restating the national method, so it is a clear plain explanation of BRE 365 practice rather than the authority for it.
- 4technicalstrongBuilding Research Establishment (BRE), a standard.RN-JX2477BRE Digest 365, Soakaway Design, 2016 edition, by Stephen Garvin. The 16-page document that sets the standard method for sizing a soakaway and, more importantly, for the percolation test that must be done first: three test pits, the time for water to fall between 75% and 25% full, and the soil infiltration rate derived from it. Building control asks for a BRE 365 test by name, which is why it is cited even though the digest itself is a paid download.
- 5technicalvery strongLABC (Local Authority Building Control), guidance.RN-VL1786Local Authority Building Control on getting underground foul drainage right: gradients, bedding and surround, access points, and the mistakes inspectors keep finding. Written by the people who inspect it, which makes it a practical statement of what will and will not pass, alongside Approved Document H which is the requirement itself.
- 6technicalstrongBSI (British Standards Institution), a standard.RN-BCH6ZHBS EN 752:2017, drain and sewer systems outside buildings, sewer system management. Sets the objectives and performance requirements for drainage outside the building line, which is the part of a drainage run that becomes the water company's or a shared responsibility rather than the householder's alone.
- 7technicalvery strongPlanning Portal, guidance.RN-VCANMUThe Planning Portal on paving a front garden: permission is not needed if the surface is permeable, or if run-off is directed to a permeable area within the curtilage, but it is needed for more than five square metres of impermeable surface draining to the road. The specific rule that makes a drive a planning matter, which surprises most people paving one.
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Approved Document H - Drainage and waste disposal (2015 edition), Ministry of Housing, Communities & Local Government (UK Government / gov.uk), accessed 6 September 2026. assets.publishing.service.gov.uk
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Developer’s guidance note: Surface water soakaways, Wiltshire Council, accessed 6 September 2026. wiltshire.gov.uk
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Percolation Soakaways, Copeland Borough Council, accessed 6 September 2026. copeland.gov.uk
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Soakaway design (DG 365 - 2016) DOWNLOAD, Building Research Establishment (BRE), accessed 6 September 2026. bregroup.com
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Underground foul drainage how to get it right?, LABC (Local Authority Building Control), accessed 6 September 2026. labc.co.uk
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BS EN 752:2017, BSI (British Standards Institution), accessed 6 September 2026. knowledge.bsigroup.com
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Planning permission - Paving your front garden - Planning Portal, Planning Portal, accessed 6 September 2026. planningportal.co.uk