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Concrete Pool Construction (Concreter Side) SWMS

SWMS template for concrete pool construction (concreter side). Covers Pool excavation, reo cage, shotcrete shell. 8-state AU coverage, CIH-reviewed editable DOCX, available as an instant download.

βš–οΈWHS Regulation 2025 & Codes of Practice β€” legally binding from 1 July 2026 (s26A)
πŸ‘·Reviewed by certified occupational health and safety professionals
πŸ—ΊοΈState-specific variants for all 8 Australian jurisdictions
$99 AUDβœ“ Instant Download Available

SWMS variants reference your state’s WHS legislation. Instant download after payment.

Concrete pool construction by the concreter trade involves a sequence of high-risk activities including bulk excavation of the pool shell, fixing of heavy reinforcement cages, and pneumatic application of shotcrete or gunite to form the structural shell. Each phase exposes workers to mechanical, gravitational, respiratory, and ergonomic hazards that are individually capable of causing serious injury or fatality. Under WHS Regulation 2011 r291 and equivalent state provisions, this scope of work meets multiple definitions of High Risk Construction Work (HRCW), making a documented and signed Safe Work Method Statement mandatory before work commences. The SWMS must identify hazards, specify controls in line with the hierarchy of control under r36, be developed in consultation with workers under s47-48, and remain available for inspection for the duration of the work. This template addresses concreter-side duties only and integrates excavation, reo fixing, shotcrete and respirable crystalline silica controls into one auditable document.

Hazards identified

7 hazards covered, sorted by priority.

Collapse of unsupported pool excavation battered face onto workers fixing reo at the baseHIGH

Crushing asphyxia, traumatic chest injury or fatality with PCBU exposure to Category 1 prosecution under WHS Act s31

Inhalation of respirable crystalline silica from shotcrete rebound, dry-mix overspray and cured surface chippingHIGH

Accelerated silicosis, lung cancer and chronic obstructive pulmonary disease triggering mandatory health monitoring and compensable disease claims

Whip-back of pressurised shotcrete delivery hose due to blockage clearance or coupling failureHIGH

Severe blunt force trauma to head, torso or limbs with potential fatality and notifiable incident under WHS Act s38

Impalement on protruding vertical reinforcement starter bars during cage fixing and shell shapingHIGH

Penetrating abdominal or thoracic injury, severed femoral vessels and fatal haemorrhage requiring immediate notification to the regulator

Falls from the excavation perimeter or unstable reo cage during tie-off and shotcrete nozzle workHIGH

Fractures, spinal injury or fatality with breach of WHS Reg r306O fall prevention duties and HRCW non-compliance

Manual handling injuries from carrying N12-N20 bar, mesh sheets and dragging hose down battered slopesMEDIUM

Lumbar disc herniation, rotator cuff tears and chronic musculoskeletal disorders with workers compensation and return-to-work obligations

Cement burns and alkaline dermatitis from prolonged skin contact with wet shotcrete and rebound materialMEDIUM

Full-thickness chemical burns, ulceration and sensitisation dermatitis requiring medical treatment and notifiable injury reporting

Control measures

Hierarchy-of-controls order: elimination β†’ substitution β†’ isolation β†’ engineering β†’ administrative β†’ PPE.

  1. 1Elimination β€” Eliminate manual dry-mix shotcreting by specifying wet-mix process delivery from an agitator truck removing dust generation and reducing nozzleman exposure at source.
  2. 2Elimination β€” Eliminate confined working at base by sequencing reo cage prefabrication above ground and craning the assembled cage into the excavation in one lift.
  3. 3Substitution β€” Substitute high-silica aggregates with lower-silica fine sand blends in the shotcrete mix design where structural specification permits to reduce respirable silica generation.
  4. 4Substitution β€” Substitute hand-tied reo with prefabricated mechanically coupled cages reducing time spent kneeling on bars and exposure to impalement points.
  5. 5Engineering β€” Engineering: install benched or battered excavation profile to geotechnical report angles, shotcrete-anchored capping beam, and edge protection meeting AS/NZS 4994.1 around the perimeter.
  6. 6Engineering β€” Engineering: cap all protruding starter bars with engineered impalement protection caps, fit hose whip-checks and safety pins at every coupling, and use remote nozzle holders where geometry permits.
  7. 7Administrative β€” Administrative: conduct daily pre-start using this SWMS, enforce silica exclusion zones during shotcreting, rotate nozzlemen every two hours, and complete health monitoring under WHS Reg r435.
  8. 8Administrative β€” Administrative: verify excavation by competent person each shift after rain, restrict access to shotcrete rebound zone via hard barricades, and log all sign-ons and toolbox amendments.
  9. 9PPE β€” PPE: P2 half-face respirators for general crew and PAPR with hood for nozzlemen, AS/NZS 1716 compliant, fit-tested annually under AS/NZS 1715.
  10. 10PPE β€” PPE: alkali-resistant nitrile gauntlets, impervious overalls, safety eyewear to AS/NZS 1337.1, steel-cap rubber boots and hi-vis to AS/NZS 4602.1 for all shotcrete and reo activities.

Applicable Codes of Practice

How to Manage Work Health and Safety Risks Code of Practice (Safe Work Australia, current edition)βš– Legally binding Β· 1 Jul 2026

Establishes the risk management process and hierarchy of control duty under WHS Reg r36 that underpins every control selection in this SWMS.

Excavation Work Code of Practice (Safe Work Australia)βš– Legally binding Β· 1 Jul 2026

Mandates ground assessment, benching and battering, and edge protection for pool excavations deeper than 1.5m under WHS Reg r297-304.

Working with Silica and Silica Containing Products Code of Practice (Safe Work Australia 2024)βš– Legally binding Β· 1 Jul 2026

Sets the workplace exposure standard of 0.05 mg/mΒ³ respirable crystalline silica and requires air monitoring, health surveillance and engineering controls during shotcreting.

AS 3600 Concrete Structures and AS/NZS 4671 Steel Reinforcing Materials

Governs reinforcement detailing, lap lengths and cage tolerances ensuring structural integrity of the pool shell during shotcrete application and curing.

High-Risk Construction Work triggered

s291(g)
Is carried out in or near a shaft or trench deeper than 1.5 metres, or a tunnel

Pool excavations routinely exceed 1.5m to accommodate deep-end depth, placing concreters and reo fixers in HRCW conditions during cage and shotcrete works.

s291(a)
Involves a risk of a person falling more than 2 metres

Workers access the excavation perimeter and tie-off elevated reo cages where falls into the shell or onto starter bars exceed the two metre threshold.

s291(k)
Is carried out on or near energised electrical installations or services

Pool excavations frequently encounter underground residential electrical, comms and bonding services requiring Dial Before You Dig and potholing protocols.

Legal consequence

PCBUs must prepare, consult workers on, and retain this SWMS for the duration of the work and for two years after a notifiable incident; penalties are substantial and indexed, with the current maximum following the prevailing WHS schedule.

Who this is for

  • β†’Licensed concreters undertaking residential pool shells
  • β†’Shotcrete nozzlemen and pump operators on pool projects
  • β†’Steel fixers contracted to pool builder PCBUs
  • β†’Pool construction site supervisors and HSRs

What you receive

  • βœ“Editable DOCX template β€” Microsoft Word compatible
  • βœ“State-specific WHS legislation schedule (NSW/VIC/QLD/SA/WA/TAS/NT/ACT)
  • βœ“Hazard register with risk ratings + hierarchy-of-control mapping
  • βœ“Worker sign-on register, pre-start checklist, and incident escalation flow

Worked example

On a typical sloping suburban backyard pool project, the concreting leading hand opens this SWMS at the 6:30am pre-start gathered around the excavation, which a geotechnical report has confirmed as sandy clay battered at 45 degrees to 2.4m depth. He walks the three-person crew through the seven hazards, pausing on impalement and silica. Reviewing the control list, the crew confirms starter bar caps are fitted, the wet-mix agitator truck is on site instead of dry-mix, and the PAPR allocated to today's nozzleman has a charged battery and a current fit-test sticker. A first-year apprentice raises that overnight rain has softened the southern batter; the leading hand amends the SWMS in the field under administrative controls, adds a competent-person re-inspection before any worker enters the deep end, and all four crew initial the amendment. Each worker then signs the consultation sign-on register confirming they understand the controls. Mid-morning, the shotcrete hose blocks at a coupling. Because the SWMS specifies whip-checks and a clearance exclusion zone, the nozzleman steps clear, the pump operator depressurises, and the blockage is cleared without incident. At smoko the leading hand notes the event in the SWMS review log so the next shift inherits the lesson learned, demonstrating that the document is a live control tool, not a filed formality.

Related legislation

  • WHS Act 2011 (model)
  • WHS Regulation 2025
  • Crystalline Silica β€” National Strategy + CoP

Frequently asked questions

Is pool shell concreting high risk construction work?

Yes, on several counts. Pool excavations routinely exceed 1.5 metres to reach deep-end depth, which is section 291(g) of the WHS Regulation. Working the excavation perimeter and tying off elevated reinforcement cages puts workers at risk of falling more than 2 metres, engaging section 291(a), with perimeter edge protection to AS/NZS 4994.1 required as a result. Residential excavations also strike underground electrical and communications services, bringing in section 291(k), work on or near energised electrical installations or services. Section 299 then requires the SWMS be prepared in consultation with the crew, signed, and available for inspection for the duration of the work.

Does this cover the whole pool build?

No, and that is deliberate. This template addresses concreter-side duties only: the excavation interface, reinforcement cage fixing, and pneumatic application of shotcrete or gunite to form the structural shell. It does not cover the licensed electrical bonding and equipotential work, hydraulic and plumbing installation, waterline tiling and interior finishes, coping and paving, or the safety barrier installation that follows. Those are separate trades under their own documents and licences. Keeping the scope tight is what lets the concreter's document actually address rebound, whip-back and cage handling in the detail those hazards deserve.

How is shotcrete hose whip-back controlled?

By preventing the release and keeping people out of the arc. Every coupling on the delivery line carries a whip-check restraint and a safety pin, verified before the pump starts rather than after a hose has already parted. Blockages are the trigger event, and the rule is that the line is depressurised by the pump operator before anyone attempts to clear it β€” the nozzleman steps clear of the arc first. A hard-barricaded exclusion zone keeps other workers out of the rebound and whip area for the duration of the shoot, and remote nozzle holders are used where the shell geometry allows.

What respiratory protection does the nozzleman need?

More than the rest of the crew. The nozzleman works in the densest rebound and overspray, so the document specifies a powered air-purifying respirator with a hood for that position, while general crew wear P2 half-face respirators. All units must comply with AS/NZS 1716 and be fit-tested annually under AS/NZS 1715. The first control is upstream of the respirator: wet-mix delivery from an agitator truck is specified in place of manual dry-mix, which removes most of the dust generation at source. Nozzlemen rotate every two hours, and workers with ongoing exposure go into health monitoring.

What do I receive, and how does it get used on a wet morning?

You receive an editable Microsoft Word document, bought once, integrating the excavation, reinforcement, shotcrete and silica controls into one auditable document, with the hazard register and risk ratings, the hierarchy-based control set, the consultation sign-on register and the legislation schedule for your state. Overnight rain is the classic trigger for using it properly: the crew amends the document in the field to require a competent-person re-inspection of the softened batter before anyone enters the deep end, and everyone initials the change. Starter bar impalement caps get checked at the same pre-start, before reinforcement work begins.

What's in this SWMS

Document details

Regulation
WHS Regulation 2011 r291 β€” High Risk Construction Work; applicable state WHS Regulations and Codes of Practice.
HRCW Category
Excavation, reo, shotcrete, silica
Hazards Identified
7 hazards with controls
Format
Editable DOCX (Microsoft Word)
Author
Certified Industrial Hygienist (CIH)
Delivery
Instant download after payment
CIH-reviewed SWMS Β· from $99 Β· instant download

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