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Foul Drainage Calculator — Pipe Routing, Cover Depth & IC Positions

Plan foul drainage pipe routing with inspection chamber positions, minimum cover depth checks, gradient fall and material quantities.

Total pipe run from building to sewer

Bends >45° need access (AD H 2.49). Count each only once — don’t also count it below

Extra gradient/horizontal changes not already counted as a bend above

Where other drains join

Installed cost per metre

How We Calculate This

This calculator plans your foul drainage system by determining inspection chamber positions, checking cover depths and calculating material quantities.

The formula

IC Positions = Bends + Direction Changes + Branches + 2 (head & end)

Per AD H 2015 para 2.49, an access point is needed at the head of the run, at each bend or change of gradient, at each junction and at each change of pipe size. Count each physical point once — a bend over 45° is itself a change of direction, so do not enter it as both a bend and a direction change.

Total Fall = Gradient × Run Length

Pipe Runs = ceil(Length ÷ 3m per length)

Minimum cover depths (uPVC / thermoplastic pipe)

From AD H 2015 Table 10 (thermoplastics, ring stiffness SN4), measured over the pipe crown:

  • Garden / field: 600mm
  • Light road / driveway: 900mm
  • Main road / highway: 900mm

Rigid clayware or concrete pipe (AD H Tables 8/9) needs 1200mm under any road. Where cover falls below the table minimum, AD H para 2.44 allows the pipe to be protected with a reinforced concrete cover slab or surround rather than re-laying deeper.

Frequently Asked Questions

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Last updated: March 2026

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