Site requirements
Soil Classification Reports for NSW Dwellings
Before your footings can be designed, your block needs a soil classification. Here's what the report covers, what each soil class means, and why Class P sites need special attention.

A soil classification report (sometimes called a geotechnical or soil test report) identifies how reactive the ground on your site is — in other words, how much it swells and shrinks with changes in moisture. For NSW dwellings, this report is required so that footings and slabs can be engineered correctly under AS 2870 — Residential slabs and footings. Without it, your engineer can't design compliant footings and your certifier can't approve the structural documentation.
Why is it required?
Reactive soils are one of the most common causes of cracking in homes. By classifying the site first, the slab and footing design can accommodate ground movement, protecting the building for its lifetime. A soil report is typically needed as part of the documentation for a construction certificate or CDC for new homes, additions, granny flats and similar Class 1 buildings.
The site classifications
Under AS 2870, sites are classified by their reactivity:
- Class A — stable, non-reactive (mostly sand or rock).
- Class S — slightly reactive clay; minor ground movement.
- Class M — moderately reactive clay or silt.
- Class H1 / H2 — highly reactive clay; significant movement.
- Class E — extremely reactive clay.
- Class P — problem sites requiring special engineering.
What does Class P soil mean?
Class P stands for a "problem" site. A site is classified P when normal designs can't be relied on — for example because of soft or unstable soils, deep fill, landslip, mine subsidence, trees affecting the soil, or abnormal moisture conditions. Class P sites require a site-specific footing design from a structural engineer, often using deeper piers, raft slabs or other engineered solutions. This usually means higher footing costs, so it's important to know your classification early in the budgeting stage.
How Meta Certifiers helps
We make sure your soil classification report and engineering align before your application is lodged, so there are no compliance gaps that delay your certificate. If your site comes back as Class P, we'll help you understand what the engineered design means for your project. Your Principal Certifier will also confirm the footing inspection stages before concrete is poured. Talk to our certifiers about your block in Sydney.
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Frequently asked questions
Do I need a soil classification report for a new home in NSW?
Yes. AS 2870 requires a soil classification before footings can be designed for Class 1 residential buildings, and your certifier can't approve the structural documentation without it.
What does Class P soil mean?
Class P is a 'problem' site — soft or unstable soils, deep fill, landslip, mine subsidence, tree influence or abnormal moisture. It requires a site-specific engineered footing design and usually costs more than a standard slab.
Who arranges the soil test?
The property owner or builder arranges a geotechnical engineer to test the site. The report is then supplied to the structural engineer and lodged with your Construction Certificate or CDC.
How long is a soil report valid?
There's no fixed expiry, but if site conditions change — significant excavation, added fill, tree removal or long delays between test and construction — a new report may be required.
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