Do I need a soil test before building a pool?
Not always required, frequently decisive. The soil report turns 'rock to be quoted on the day' into a number you can compare between builders, and it feeds the concrete shell design, the paving and the council approval too.
Not always required, but it is what makes a quote comparable. A soil test classifies the site under AS 2870 — classes A, S, M, H1, H2, E and P — which drives the concrete shell and footing design and the rock allowance. Excavation and access cost $8,000 to $35,000, and the rock clause is where that price is won or lost.
The short answer
- The site class is determined per block by a test, never per suburb or postcode. No builder can tell you your class from an address.
- AS 2870 runs A, S, M, H1, H2, E and P — stable sand through extremely reactive clay, and P for problem sites.
- The test is what makes the rock allowance in a concrete pool contract a real price rather than an estimate — and what makes two quotes comparable.
- Excavation and site access are $8,000 to $35,000 nationally — the widest single range in a pool quote, and wider than the barrier, paving and landscaping combined.
- A builder who cannot state a definite amount may carry rock as a provisional sum. That is legitimate; an unexplained one is not.
| Class | Ground | What it tends to mean for a pool |
|---|---|---|
| A | Sand or rock, little or no movement with moisture | Predictable excavation; rock, if present, is the variable |
| S | Slightly reactive | Generally straightforward |
| M | Moderately reactive clay or silt | Common across much of Australia; design accounts for movement |
| H1 | Highly reactive | More movement; shell and surround design matter more |
| H2 | Highly reactive, greater movement | As above, with tighter engineering |
| E | Extremely reactive | Highest movement class; expect engineered detailing |
| P | Problem site — fill, soft soil, abnormal moisture | The class that changes the quote most; needs specific engineering |
What the test is actually for
A geotechnical site investigation bores the ground and classifies it under AS 2870, the Australian Standard for residential slabs and footings. The classes run from A — sand or rock with little movement as moisture changes — through S, M, H1, H2 and E for increasingly reactive clay, to P for a problem site with fill, soft soil or abnormal moisture conditions.
For a house that classification drives the footing design. For a pool it does two jobs: it informs the shell and surround engineering, and it tells everyone what is actually down there before a machine arrives. The second job is the one that saves money.
The rock clause, and why the test pays for itself
Look at the excavation line in any concrete pool quote and you will usually find rock treated as a provisional sum or an hourly rate. That is legitimate: the QBCC defines a provisional sum as an estimate used where the contractor cannot state a definite amount after making all reasonable enquiries, and gives rock removal as the example.
A soil report is one of the reasonable enquiries. With one, the allowance is grounded in what the boreholes found. Without one, two builders can quote the same pool $15,000 apart purely by choosing different rock allowances, and the cheaper quote is not the cheaper pool — it is the one that reconciles upward later.
So the useful question is not "do I need a soil test" but "what is your rock allowance based on". What a provisional sum is covers the mechanics, and why a pool costs more than the contract covers what happens when nobody asked.
The honest limit: your neighbour's report is not your report
Site class is determined per block. Two houses on the same street can classify differently, and within a single block the ground can change between the front and the back. This is why nobody — not a builder, not a council, not this page — can tell you your site class from your suburb.
Be sceptical of any quote that assumes a class, and of any advice that a whole area is "all sand" or "all rock". Regional generalisations are useful for expecting a surprise, not for pricing one.
Where the ground carries a mapped regulatory constraint rather than an engineering one — acid sulfate soils on the New South Wales coast, for instance — that is mapped, and it appears on the planning certificate. See acid sulfate soils and pool excavation.
When to get one, and who arranges it
Get one before you sign if the block slopes, if there is any history of fill, if neighbours have had rock, if the pool is going close to the house or a boundary, or if the quotes you are holding differ sharply on excavation. Those are the cases where the report changes the number.
Often the builder arranges it and passes on the cost; sometimes an engineer is engaged directly. Either way, ask for the report itself rather than a summary, and give the same report to every builder you are comparing — which is the point, because quotes are only comparable when the inputs are. You can get quotes on that basis.
Common questions
What is AS 2870?
Does a soil test guarantee I will not hit rock?
Can I use the soil report from when the house was built?
Who pays for the soil test?
Sources
- QBCC — Contracts and agreement types (provisional sums and prime cost items)
- Chalkline — AS 2870-2011 residential slabs and footings, site classification summary
- QBCC — Contract changes and variations
General information only, current at 2026-09-10. Pool rules differ by state and by council, and penalty amounts are updated regularly. Confirm your own obligations with your council or a registered inspector before acting.
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