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Soakaway Sizing Calculator — UK Building Regs Part H
Size a soakaway to UK BRE Digest 365 (2016). The required storage is the maximum of inflow minus infiltration outflow, swept across a range of 10-year storm durations. It's based on your roof and paved area, soil type and local rainfall.
Plan area of roof draining to this soakaway (100% run-off)
Patio, driveway, etc. draining to this soakaway
DG365 Fig 3 (60-min/2-day ratio). England & Wales ≈ 0.35–0.45; read your local map value.
Storage depth, drain invert to base. Typical 1.0–2.0 m (3–4 m max).
Standard crate: 0.19 m³ (1000×500×400 mm, ~95% void)
Granular fill: ~0.30 (30% free volume, DG365)
DG365 §3.4 recommends +30% on design rainfall for long-life soakaways (not a Building Regs requirement).
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How We Calculate This
This calculator uses the design method in BRE Digest 365 “Soakaway design” (revised 2016), together with UK Building Regulations Approved Document H, to estimate the storage a soakaway needs.
The design method (I − O = S)
BRE 365 balances the inflow of rainwater against the water that infiltrates into the soil during the storm. The required storage S is the inflow I minus the outflow O:
S = I − O, where I = A × R and O = as50 × f × D
- A = impermeable area drained (run-off taken as 100%)
- R = design rainfall depth for the storm (10-year return period)
- as50 = the pit’s internal side area to 50% of its storage depth — the base is excluded because it silts up
- f = soil infiltration rate (m/s) from a site soakage trial
- D = storm duration
Crucially, S is worked out for a range of storm durations (from a few minutes to many hours) and the largestvalue is taken. There is no single fixed “30-minute, 50 mm/hr” design storm. For slow-draining ground, the critical case is a long, less intense storm.
Design rainfall (BRE 365 Tables 1 & 2)
The rainfall depth is M10-D = (20 mm × Z1) × Z2. The 5-year, 60-minute base rainfall (M5-60) is 20 mm everywhere in the UK; Z1 comes from Table 1 using your local rainfall ratio r (read off the BRE 365 map, England & Wales ≈ 0.35–0.45) and the storm duration; Z2 is the 10-year (or 100-year) growth factor from Table 2.
Suitability & important notes
- The pit must discharge from full to half-volume within 24 hours, ready for the next storm — this is the BRE 365 suitability rule
- UK SuDS practice (CIRIA 753 SuDS Manual / council infiltration standards) puts a number on that rule: ground below about 1×10⁻⁶ m/s is treated as unsuitable for a soakaway
- Soakaways must be at least 5 m from any building and not in made ground (Approved Document H)
- Crate soakaways have ~95% void ratio; rubble fill only ~30%, so the excavation must be larger
- The soil rates here are indicative pre-test estimates — a site soakage trial is mandatory before design
Frequently Asked Questions
Soakaway size depends on your impermeable area (roof plus any paved areas draining into it), your soil's infiltration rate, and the local design rainfall. Under BRE Digest 365 the required storage is the largest value of inflow minus infiltration outflow across a range of storm durations. For slow-draining soils, the worst case is a long storm, not a short one. A typical 3-bed semi with around 70 m² of impermeable area draining to one soakaway in moderately permeable ground needs roughly 2–3 m³ of storage; faster sand or gravel can need under 1 m³. This calculator estimates that storage to BRE 365, but a site soakage trial to measure the real infiltration rate is mandatory before you build.
Building Regulations Approved Document Part H requires surface water to be disposed of via soakaways where ground conditions allow. Soakaways must be at least 5 metres from any building and not in an area of fill or made ground. BRE Digest 365 provides the design methodology for sizing soakaways. All drainage pipes connecting to the soakaway need the correct gradient, so use our Drainage Fall Calculator.
Soakaway crates are significantly more efficient than rubble fill. Crates have a void ratio of approximately 95% (meaning 95% of the volume stores water), while rubble fill only has about 30% void ratio. This means a crate soakaway can be roughly one-third the size of a rubble fill soakaway for the same storage capacity.
Usually not. UK SuDS practice (the CIRIA 753 SuDS Manual and most council infiltration standards) treats ground with an infiltration rate below about 1×10⁻⁶ m/s as unsuitable for infiltration drainage, because the pit will not discharge from full to half-volume within the 24 hours required by BRE Digest 365. Most heavy clays fall below that threshold, so Building Control is unlikely to approve a soakaway. In those cases you typically connect surface water to a watercourse, a public surface-water sewer, or another SuDS feature — or consider a French drain — see our French Drain Calculator. Only a site percolation test to BRE 365 can confirm the true rate, as fissured clays occasionally drain faster than the soil texture suggests.
Dig a hole 300mm x 300mm to below the proposed soakaway invert level. Fill with water to 300mm deep and let it drain. Refill to 300mm and time how long it takes to drain from 75% full (225mm) to 25% full (75mm). The result is used in BRE DG 365 calculations. Tests should be done in winter when the water table is highest. The gravel needed to fill a soakaway can be calculated with our Gravel Calculator.
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Last updated: February 2026
Verified against UK standards · estimates only, confirm with your supplier.