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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

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

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Last updated: February 2026

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