Soakaway Design & Installation: Part H Building Regs UK
Quick Answer: A soakaway is an underground structure that discharges surface water to ground via infiltration. Building Regulations Part H3 require soakaways to be at least 5m from any building, sized according to a percolation test (BRE Digest 365 method), and not used for foul drainage. A typical domestic soakaway for a 50m² roof is a 1m³ crate or rubble pit at least 1m below ground but above the seasonal water table, located in suitable permeable ground.
Summary
A correctly installed soakaway disposes of rainwater from roofs, drives or paving without overloading combined sewers. In the UK they are the first option in the surface water disposal hierarchy under Building Regulations Approved Document H3 — only if soakaway is impractical may a watercourse or sewer be used.
Soakaways are not suitable everywhere. Clay ground, high water tables, contaminated land, very small plots and sites with known shallow service runs all make a soakaway impractical. The BRE Digest 365 percolation test is the standard method of confirming suitability and sizing the structure.
The two main forms are the traditional rubble-filled pit (clean broken hardcore, geotextile-wrapped) and the modular plastic crate (proprietary structures such as Aquacell, Polystorm, Stormcrate). Plastic crates have higher void ratio (95%+ vs ~30% for rubble), faster install, and a known design void volume — they have largely replaced rubble pits on new build.
Key Facts
- Minimum distance from building — 5m (Part H3, BS EN 752, NHBC standards)
- Minimum distance from boundary — 2.5m typical (consult LA / NHBC)
- Minimum distance from soakaway to drainfield — at least 5m
- Above seasonal water table — base of soakaway must be above the highest water table in the year
- BRE Digest 365 — Soakaway design method, including the percolation test procedure
- Test pit dimensions — 300mm square × 1m deep minimum (or full depth of proposed soakaway)
- Percolation test — fill pit to 300mm, time 75% to 25% drop, repeat 3 times, average f value
- f value — soil infiltration rate in m/s; typical 1×10⁻⁵ (fast) to 1×10⁻⁶ (slow); below 1×10⁻⁶ soakaway not viable
- Design storm event — typically 10-year return for domestic, 30-year for highways
- Plastic crate void ratio — typically 95% (1m³ crate ≈ 950 litres usable storage)
- Rubble void ratio — 30–35% for clean broken hardcore
- Geotextile — non-woven minimum 130 g/m² to prevent fines migration into the void
- Inspection access — required for crate soakaways (typically 300×300mm rodding eye)
- Roof catchment — 50m² catchment in a typical UK design rainfall ≈ 1.5m³ storage requirement
- Driveway catchment — increase by 1.2× for impermeable surface
Quick Reference Table
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Try squote free →| Soil Type | Typical f Value (m/s) | Suitability for Soakaway |
|---|---|---|
| Coarse sand / gravel | 10⁻³ to 10⁻⁴ | Excellent |
| Fine sand | 10⁻⁴ to 10⁻⁵ | Good |
| Sandy loam | 10⁻⁵ | Acceptable |
| Silt | 10⁻⁵ to 10⁻⁶ | Marginal |
| Clay-silt | 10⁻⁶ to 10⁻⁷ | Poor — usually not viable |
| Pure clay | <10⁻⁷ | Not viable |
| Made ground / fill | Variable | Test required |
Detailed Guidance
Percolation test (BRE Digest 365)
The standard UK method for sizing a soakaway:
1. Excavate trial pit: 300mm square × 1m deep
(or to the full depth of the proposed soakaway base)
2. Fill with water and allow to drain overnight (saturate ground)
3. Refill pit with water to 300mm above the base
4. Record time for water to fall from 75% (225mm) to 25% (75mm) full
5. Repeat test three times consecutively
6. Average the three readings to get the test time Tp
7. Calculate f = Vp/(50 × Ap × Tp) where:
Vp = volume of water (Vp75 to Vp25)
Ap = average internal surface area between 75% and 25%
Tp = time in seconds
8. Required storage volume Vs = Cr × A × i × D
Cr = runoff coefficient (0.95 paved, 0.50 lawn)
A = catchment area (m²)
i = design rainfall intensity (mm/hr)
D = design storm duration (hr)
If three tests give wildly different results (a factor of 2+ apart), retest — surface water tracking may be skewing the result.
Sizing the soakaway (worked example)
A typical UK domestic roof: 50m² catchment, design 10-year storm.
- Runoff coefficient (roof) = 0.95
- 10-year, 30-minute design rainfall ≈ 25 mm/hr (depending on location — check FEH or UK Met Office data)
- Volume needed Vs ≈ 0.95 × 50 × 25mm × 0.5h = 593 litres ≈ 0.6m³ minimum
- Plus storage redundancy and infiltration during storm: typical specification 1.0–1.5m³
Use one 1m³ plastic crate or equivalent rubble pit of 3m³ (allowing for 30% void ratio).
Choosing a location
- 5m minimum from any habitable building or structure (Part H3)
- 2.5m minimum from a boundary (consult LA / NHBC; some require 3m)
- At least 5m from another soakaway or septic tank drainfield
- Not in made-up ground or fill — true bearing soil only
- Above seasonal high water table — local water table may be 1–3m in winter
- Avoid steeply sloping ground — water emerges downhill as a spring
- No services in trench line — locate buried gas, water, telecoms before digging
- Vehicle loading — under driveway, choose a crate rated for the load (e.g. SuDS HGV-rated crate)
Excavation
For a 1m³ plastic crate (typically 1000 × 500 × 400mm or 1200 × 600 × 420mm depending on brand):
- Excavate the pit to allow 150mm bedding all round and a 300mm gravel cap above the crate
- Hand-trim the base level — never sit a crate on uneven or loose ground
- Place 50mm pea shingle bedding, levelled with a spirit level
- Lay non-woven geotextile membrane in the pit, allowing 1m overlap on all sides
- Position the crate centrally on the bedding
- Connect the inlet pipe (typically 110mm) to the rodding/inlet socket with the correct adaptor
- Fold geotextile up and over the crate, lapping the edges minimum 300mm
- Backfill carefully — 10/20mm clean angular stone all round; do not compact directly on the crate
- Cap with 300mm of clean stone, then non-woven geotextile, then 150mm topsoil
Inlet and rodding access
Building Control will look for a rodding eye or inspection chamber upstream of the soakaway. This allows the inlet pipe to be cleared if leaves or sediment build up. Many crate manufacturers supply purpose-made inspection turrets that bolt to the crate and bring access to ground level.
Roof vs paved catchments
Roofs are clean catchments — rainwater carries leaves and grit but no oils. Driveways and paved areas carry diesel, oil and tyre dust. Where surface water from a driveway discharges to a soakaway, an oil interceptor or trapped gully is required upstream. For domestic driveways, a trapped gully with regular silt clean-out is usually sufficient.
When a soakaway is not viable
- Percolation rate f < 1 × 10⁻⁶ m/s (clay or silty clay)
- Site does not have 5m clearance from buildings
- Groundwater is within 1m of proposed base in winter
- Site is in a Source Protection Zone (SPZ1) for drinking water — Environment Agency consultation needed
- Land is contaminated or on a former tip — risk of mobilising pollutants
Alternative discharge route hierarchy (Part H3):
- Soakaway / infiltration
- Watercourse (with EA consent if abstraction zone)
- Surface water sewer (with sewerage undertaker permission)
- Combined sewer (last resort, sewerage undertaker approval required)
Frequently Asked Questions
Do I need Building Control approval for a soakaway?
Yes for any soakaway forming part of new build, an extension, or work that changes the surface water disposal point. Soakaways replacing existing ones at the same point may not need approval, but check with your local authority Building Control or Approved Inspector.
How long does a soakaway last?
A well-installed plastic crate soakaway should last 50+ years. The structure itself is inert; failure is usually caused by silt and leaf litter blocking the void over time. Regular cleaning of upstream gullies and an inspection access on the soakaway itself extends life dramatically. Rubble pits often silt up faster because fines from surrounding ground migrate into the void if no membrane was used.
Can a soakaway take foul water?
No. A soakaway is for clean rainwater only. Foul water disposal off-mains requires a septic tank with drainage field (a different structure to British Standard BS 6297) or a packaged treatment plant. Connecting foul to a soakaway breaches Part H1 and is illegal under the Environment Agency's General Binding Rules for small sewage discharges.
Can I share a soakaway between two houses?
Possible in principle but the soakaway must be sized for combined catchment, ownership must be clearly recorded in title deeds (or by easement), and maintenance responsibility shared. Most new builds run one soakaway per dwelling for this reason.
What if my soakaway floods?
Three usual causes:
- Inadequate sizing — recalculate using BRE 365, larger storage may be needed
- Silt-up — open the inspection access and clean the inlet pipe; replace the soakaway if the crate is choked
- Rising water table — soakaway base is below winter water table and ground cannot accept more water
In all cases, do not assume "soakaways flood from time to time". A correctly designed and installed soakaway holds the design storm event. Frequent overflow indicates undersized storage or unsuitable ground.
Regulations & Standards
Building Regulations Approved Document H3 — Rainwater drainage (England & Wales)
BRE Digest 365 — Soakaway design (the de-facto UK standard for sizing)
BS EN 752:2017 — Drain and sewer systems outside buildings
BS 8582:2013 — Code of practice for surface water management for development sites
CIRIA C753 — The SuDS Manual (Sustainable Drainage Systems guidance)
Environment Agency General Binding Rules — Discharge consent for groundwater
Approved Document H1 — Foul water drainage (relevant for ensuring foul is not connected)
NHBC Standards Chapter 5.3 — Drainage below ground
Water Industry Act 1991 Section 106 — Right to discharge to sewer (where relevant)
GOV.UK — Approved Document H — Building Regulations for drainage
BRE — Digest 365 Soakaway Design — Authoritative design method
CIRIA — SuDS Manual C753 — Sustainable drainage techniques
Environment Agency — General Binding Rules — Discharge rules
NHBC Standards — Chapter 5.3, drainage requirements for new-build warranty
building regs part h drainage — Full overview of Part H drainage requirements
foundations — Foundation interaction with surface water
site survey setting out — Locating soakaway against building lines
trench safety guide — Safe excavation for soakaway pits
garage conversion guide — Surface water rerouting when paving is changed