Project Hazard_Risk Assessment Ozcare Noosa RACF 23-042024 STP24-0253 Application for Operational Works Fire Trail - 80 Cooyar Street Noosa Heads - Copy · OPW24/0118

                                                                                                                          Proposed Controls
        Activity                 Risk                                                                                                                                                                              Responsible Person




                                                  Risk
                                                                                                                                                                                                        Risk




                                                               HOC




                                                 Initial
                                                 Rating
                                                                                               (1/Elimination 2/Substitution 3/Isolation 4/Engineering 5/Administration 6/PPE)




                                                                                                                                                                                                      Residual
                                                                     Concrete test reports for supporting concrete structures i.e. slab top and bottom, dead men – supplied by concrete
                                                                     supplier

                         Insufficient crane/    EXTREME    3         Crane lifting capacity is not to exceed 85% without approval from Project Manager and Team HSE Manager                                      Site Management
                         lifting equipment
                         considerations                                                                                                                                                                          Contract Partner


                         Training and           EXTREME    5         The panel erection crew must be holders of intermediate rigging (RI) licence or be trainees.                                                Site Management
                         instruction
                                                                     Trainees engaged in formal training under RTO must be supervised and logbooks showing previous training must be                             Contract Partner
                                                                     kept.

Installation of panels   Collapse of pre-cast   EXTREME    4         A minimum of two braces will be secured to each panel unless specified by the engineer and indicated on the erection                        Site Management
                         concrete units                              drawings. Where only one brace is used there will be a minimum of two fixings at each end.
                                                                                                                                                                                                                 Contract Partner

                         Collapse of pre-cast   EXTREME    1         No part of the bracing support system will be removed until the panel has been permanently anchored and inspected                           Site Management
                         concrete units                              by the Pre-cast installer refer – Precast Installation Checklist
                                                                                                                                                                                                                 Contract Partner

                         Plant colliding with   EXTREME    4         Where plant is required to be operated near panels and bracing the following controls or a combination of controls                          Site Management
                         bracing                                     shall be in place:
                                                                                                                                                                                                                 Contract Partner
                                                                     Bump stops.
                                                                     Para webbing / bunting
                                                                     Water barriers/physical
                                                                     Signage

                         Plant colliding with   EXTREME    2         Where plant is required to be operated near panels the use of a scissor lift will be used where possible to reduce the                      Site Management
                         bracing                                     risk of contact with the panels or bracing
                                                                                                                                                                                                                 Contract Partner

                         People interaction     EXTREME    3         An exclusion zone will be established so that only those persons directly involved with the erection of panels are in                       Site Management
                         in installation area                        the area while lifting is taking place. The exclusion zone will be set up so that it includes an area where persons cannot
                         resulting in injury                         be struck either by:                                                                                                                        Contract Partner

                                                                     The crane falling over,
                                                                     The panel being lifted falling over (approx. 1.5 x height of largest panel), or




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