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Excavation SWMS

Free. No account, no email, nothing uploaded.

Start from a trade Excavation and earthworks Ticks the categories that usually apply and writes three rows to edit. It cannot know your site, your plant or your people, which is the half that decides whether the document is any good.

The one excavation and earthworks forgets. A deep trench is often also a confined space once it is deep enough that the atmosphere does not exchange, and heavier-than-air gases collect in the bottom of an excavation. People tick the trench limb, which is about depth, and miss that the second one is about the air. The two are separate limbs and both can apply to the same hole.

One activity per statement. A SWMS covering everything on the job covers nothing usefully, and a reviewer will say so.
Which high risk construction work is involved 4 of 18 A SWMS is required for these specifically. Tick everything that applies: most jobs involve more than one, and the missed one is usually powered mobile plant moving nearby.

  • Measured as the excavated depth.

The work, step by step Every task needs the last column filled in. It is the one the regulation asks for by name and the one that separates a SWMS from a method statement with an Australian title.
1
Who checks, when, and what happens if it is wrong. "As required" is what gets a SWMS sent back.
2
Who checks, when, and what happens if it is wrong. "As required" is what gets a SWMS sent back.
3
Who checks, when, and what happens if it is wrong. "As required" is what gets a SWMS sent back.
Who and where
Consulting the workers doing the work is a duty in its own right, not a formality, and a statement written without it is usually obvious to whoever reviews it.
Where it stands 3 tasks
1

thing still needed before this is a complete SWMS.

HRCW
Work in or near a shaft or trench deeper than 1.5 metres, or a tunnel
HRCW
Work on or near pressurised gas mains or piping
HRCW
Work on or near chemical, fuel or refrigerant lines
HRCW
Work in an area where powered mobile plant is moving
  • Every row here is still the example text. A SWMS has to describe the work you are actually doing, on this site, with your plant and your people, and a reviewer spots a generic one immediately. Edit the rows that nearly fit, delete the ones that do not, and add what is missing.

This produces the document. Whether it is adequate for your actual work, plant and site is the judgement of whoever prepares and signs it, and of the principal contractor who accepts it. Nothing here makes it compliant.

Built in your browser. Nothing is uploaded, no account, and the finished PDF carries your own branding rather than ours.

Worth doing

  • Nobody is recorded as consulted. Consultation with the workers doing the work is a duty in its own right, and a SWMS written without it is usually obvious to whoever reviews it.
  • Nobody is named as having prepared it.
  • No site or project named.
  • 3 tasks have nobody responsible named.

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All 18 high risk categories, and the monitoring field the regulation asks for.
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High risk construction work
Nineteen in WA, eighteen in the model regs. Every one, in the regulation’s words.
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Take 5 prestart check
Stop, look, assess, manage, proceed, with the register that makes it auditable.
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Concreting SWMS
Striking comes from tested strength, not from Thursday. Ticked, rows in.
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Pre-ticked for trenches, mobile plant and buried services, with three rows written. The two things that kill on excavation work are what is already in the ground and what is moving above it.

Locate, then prove, then dig

Drawings tell you what somebody recorded. A cable avoidance tool tells you what it can detect. Neither tells you what is actually there, which is why the third step is a trial hole dug by hand or with vacuum excavation to put eyes on the service before a bucket goes near it.

Skipping straight from the scan to the machine is the sequence that strikes cables, and the scan almost always looked fine beforehand. Plastic water main, a fibre duct with no tracer, an unrecorded supply to a shed that was demolished in 1994: none of them read on the instrument.

The trench is also about the air

People tick the trench limb, which is about depth, and miss that a deep excavation can also be a confined space, which is about the atmosphere. They are separate limbs and both can apply to the same hole.

Heavier-than-air gases collect in the bottom of an excavation and stay there. A leaking gas service nearby, exhaust from a pump or a generator sitting at the edge, or ground contamination from a previous use all end up where the person is working, and the air at the top of the trench tells you nothing about the air at the bottom.

Support goes in as you dig, never afterwards

A shoring system installed into an already open trench requires somebody to be in the unsupported trench to install it, which is the exact exposure the system exists to remove. Battering, benching or shoring is designed for the ground and the depth, and it goes in as the excavation progresses.

The other half is the inspection: before each shift, after rain, and after any alteration, by a competent person, recorded. Ground that was fine on Friday is a different material on Monday, and the collapse that follows a wet weekend is the most predictable event on any groundworks job.

Separate the people from the plant

Reversing alarms, high visibility clothing and a banksman are all controls that depend on somebody paying attention at the moment it matters. Physical separation does not, which is why it comes first: a segregated pedestrian route, a one-way traffic plan, barriers rather than paint.

Where somebody genuinely has to work inside the machine envelope, the machine stops and the operator makes eye contact before they approach. Not a wave from thirty metres, and not a radio call. Eye contact, then movement.

Water changes the ground and the plan

A trench that stood open all week can fail on Monday because it rained on Saturday. Water raises the pore pressure in the soil, adds weight, and washes fines out from behind a face that looked solid, and none of that is visible from the top.

So rain is a named trigger for re-inspection rather than a general caution, and the pumping arrangement is part of the design rather than a hire decision. Discharge matters too: pumping trench water onto the ground beside the excavation feeds it straight back in, which is one of the few ways to make an excavation worse while actively working on it.

Groundwater found during the dig is a different problem again, because it means the design assumptions about the soil were made on the wrong material. That is a stop and a conversation with whoever specified the support, rather than something to pump through.

Common questions

Does every excavation need a SWMS?

A shaft or trench deeper than 1.5 metres does, and so does any excavation where powered mobile plant is moving in the area, which is most of them. A shallow hand-dug trench with no plant nearby may sit outside the list, and the general duty still applies to it in full.

Is 1.5 metres the depth at which I need shoring?

No, and it is the most expensive misreading in this trade. It is the depth at which a SWMS is required. Ground support is decided by the ground conditions and the competent person, and trenches well under that figure have collapsed and killed people, particularly in made ground or after rain.

What counts as a competent person for the inspection?

Somebody with the knowledge and experience to recognise the ground conditions, spot the signs of instability and act on them, with the authority to stop the work. It is not a certificate and it is not automatically the most senior person present. The authority half matters as much as the knowledge half.

Do I need a separate SWMS for the plant?

The excavation statement should cover the plant working with it, because separating them produces two documents that each assume the other has dealt with the interface, which is exactly where people get hurt. What does need its own is anything the plant does elsewhere on site.

How close can a spoil heap sit to the edge?

Spoil and plant are kept back from the edge by at least the depth of the excavation as a working rule, because the surcharge from material at the edge is what turns a marginal trench wall into a collapse. It is one of the few figures on a groundworks job that is easy to check by eye.