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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

21
Work in or near a trench or shaft deeper than 1.5 metres

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

14
Work involving 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.

10
Work 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
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
6 hazards with controls
Format
Editable DOCX (Microsoft Word)
Author
Certified Industrial Hygienist (CIH)
Delivery
Instant download after payment