[2025] QCAT 184
General information, not legal advice.
Queensland Civil and Administrative Tribunal
2025-05-15
Original judgment source is linked above.
TORTS - NEGLIGENCE - DUTY OF CARE - STANDARD OF CARE, SCOPE OF DUTY AND SUBSEQUENT BREACH - DAMAGES AND CAUSATION - GENERALLY - claim by subsequent homeowner - whether breach of duty by builder in undertaking building work - assessment of damages
LIMITATION OF ACTIONS - CONTRACTS, TORTS AND PERSONAL ACTIONS - where initial works were undertaken more than six years before the application was filed - where rectification works undertaken less than six years before the application was filed
C_ivil Liability Act_ 2003 (Qld), s 4, s 9, s 11, sch 2
Queensland Building and Construction Commission Act 1991 (Qld), s 3, s 77, sch 1B s 4, sch 2
Atkinson & Anor v Van Uden [2020] QCAT 259
Campbell v Queensland Building and Construction Commission [2021] QCATA 34
Cerda v Jacob [2020] QCATA 57
Chau's & Sons t/as Holiday Air Conditioning and Refrigeration Qld v Karam [2024] QCAT 476
Knox v Bellamy [2021] QCAT 192
Lyons v Dreamstarter Pty Ltd [2011] QCATA 142
Mallonland Pty Ltd v Advanta Seeds Pty Ltd [2024] HCA 25
(a) the liquidator of the original contractor assigned the construction contract to Strongbridge so that it could complete the building works and get 'building finals';
(b) it was a standard written contract without any "special standards or special things that we had to do";
(c) it contained a six month 'maintenance period';[4]
(d) Strongbridge's scope of works did not include landscaping and drainage, which was to be completed by the owner.
(a) a duty of care owed by Strongbridge to Mr Beatton;
(b) the duty of care was breached;[26]
(c) damage which is not too remote has been suffered by Mr Beatton as a consequence;[27]
(d) any defence to the claim has been rebutted; and
(e) the proportionate liability sections of the CLA have been applied.
Did Strongbridge owe a duty of care to Mr Beatton?
In domestic building cases involving the original parties to the building work, as recognised in Bryan v Maloney, there is an assumption of responsibility on the part of the building contractor. Accordingly, consideration of the vulnerability of the building owner in determining the existence of a duty of care is not required. This was recognised by Edelmann J in _Mallonlan_d albeit in the context of a subsequent purchaser:
It suffices to say that if there were truly an assumption of responsibility in Bryan v Maloney, then any reference to "vulnerability" would be superfluous and confusing at best.
Did Strongbridge breach the duty of care? Did Strongbridge cause harm?
(1) A person does not breach a duty to take precautions against a risk of harm unless -
(a) the risk was foreseeable (that is, it is a risk of which the person knew or ought reasonably to have known); and
(b) the risk was not insignificant; and
(c) in the circumstances, a reasonable person in the position of the person would have taken the precautions.
(2) In deciding whether a reasonable person would have taken precautions against a risk of harm, the court is to consider the following (among other relevant things) -
(a) the probability that the harm would occur if care were not taken;
(b) the likely seriousness of the harm;
(c) the burden of taking precautions to avoid the risk of harm;
(d) the social utility of the activity that creates the risk of harm.
(a) factual causation i.e., the breach of duty was a necessary condition of the occurrence of the harm; and
(b) scope of liability i.e., it is appropriate for the scope of liability of the person in breach to extend to the harm so caused.[36]
The installation of the effluent disposal system appears to have been completed from the house to the HSTP tanks including subsurface drainage by Strongbridge Homes Pty Ltd....
The drainage system appears to have functioned satisfactorily since the initial blockage October 2015.
item 3 of the complaint form has been investigated and it has been determined that the house drain has backfall approximately 4-8 metres downstream from the inspection opening behind the ensuite bathroom and another at 20-23 metres and 26-33 metres which is immediately upsteam of the HSTP (home sewerage treatment plant) adversely affecting the functional use of the system and may cause blockage of the drain. The treatment plant consists of two tanks, the primary tank is not sitting level in the ground and is also holding a higher than normal working level, this is likely due to the secondary tank being set at a higher level than the primary providing backfall between the two tanks. The secondary tank is also not set on a level base.
(a) by applying silicon to the tank lids; and
(b) reinstalling the tanks between 1 and 8 August 2016 and installing concreted anchor chains.
(a) he noticed subsidence around the tanks on 26 November 2016;
(b) two further sections of dispersal hoses were installed by Strongbridge's sub-contractor on 6 February 2017;
(c) adhesive foam was applied to the tank lids by Strongbridge's sub-contractor on 6 February 2017 to assist the lids seal and prevent water entry;
(d) on 2 April 2017 Mr Beatton wrote to the QBCC claiming that water was still entering the HSTP tanks during and after rain;[49]
(e) on 25 June 2017 Mr Beatton again wrote to the QBCC about the disposal hose activation issue continuing;[50]
(f) the sub-contractor's plumber returned on 25 May 2020 to place a brick under the outlet pipe of the secondary tank after the pipe had become dislodged;
(g) prior to 31 May 2021 the sub-contractor's plumber delivered fill to address the subsidence and following his retirement suggested Mr Beatton seek assistance from Gainsite;
(h) he noticed subsidence around the tanks in May 2021, July 2021, November 2021; and
(i) on or about 2 December 2021 he witnessed water flowing out from under the primary tank indicating that the tanks 'failed' for a second time, 5 years and 4 months after the re-installation.[51]
(a) the HSTP was not installed to the standard of a reasonably competent contractor because the HSTP tanks had not been installed to the manufacturer's recommendation nor to the Queensland Waste Water and Plumbing Code AS/NZS 1547 or 3500, which require the top of the tanks to be installed 100mm above ground level and that the standards for installation had not relevantly changed since 2000;
(b) the tanks were 400 to 500mm too deep for the site and the tanks were not suitable for the site because the 'invert' was not deep enough to suit the drain;
(c) the tanks could not be reused because they were 'non-compliant for the invert'[53] and the tanks structural integrity had been compromised;
(d) he recommended installation of a new concrete tank at the correct depth i.e., replacement of the system;
(e) the ground appeared to have been scalloped away to make it appear higher;
(f) he did not inspect the HSTP before 2022;
(g) tanks are required to be level/plumb give or take 10mm and that a competent contractor would install the tanks so that they are level;
(h) although a different type of HSTP was installed in 2022 he estimated that there was about a $500 differential in costs between the replacement and the type originally installed;
(i) because the tanks had been installed too deep for the site, during and following heavy rain, storm water was entering the HSTP causing issues with effluent quality, a health issue, and causing the dispersal hoses to activate frequently to drop levels in the system;
(j) the plastic tanks were not suitable to be installed at that depth because they were not capable of withstanding the soil pressure, which more likely than not caused the primary tank to split, allowing water, soil and sand to enter and causing subsidence between tanks;
(k) the installation of concrete anchors is an acceptable method of limiting hydrostatic lift of tanks;
(l) if the tanks had been properly installed, they may pop up but they were not likely to have sunk having regard to the soil type and the periods of rain since installation and re-installation to 2022; and
(m) there was no evident manufacturing fault with the tanks.
(a) the HSTP was not installed to the standard of a reasonably competent contractor;
(b) the relevant standards had not changed significantly since the HSTP was installed originally and since the rectification work was performed;
(c) the tanks were installed too low;
(d) the tanks should have been installed above ground level;
(e) he recommended a new system be installed at a higher level;
(f) it was not probable that the issue was a manufacturing issue with the tank nor a maintenance issue;
(g) the system was serviced regularly by Gainsite at approximately 3 monthly intervals but not necessarily by him;
(h) the alarms going off and the hoses activating frequently indicated stormwater was entering the treatment plant;
(i) stormwater should not enter a HSTP if it is properly installed;
(j) the installation of concrete anchors is an acceptable method of limiting movement of the tanks causing pipe breakages;
(k) to address subsidence after rain Gainsite supplied trailer loads of sand but it would drop away. The cavity was quite deep and dangerous;
(l) Gainsite carried out some investigations as to the cause of subsidence and that indicated there was a split in the tank or a hole;
(m) because the treatment plant was installed too deep it put excess pressure on it during rain resulting in the tanks distorting;
(n) no maintenance could rectify or prevent what happened; and
(o) it was not likely that extra dirt was pushed around the tank to make it look like it was too low because the block is fairly flat with a slight fall to the road.
The object of an award of damages in tort is to restore a party ... to the position they would have been in if the negligently performed building work had not occurred. Damages may include the cost of rectification.
....the measure of damages is the cost of bringing the works into conformity with what would have been the result had the works been carried out in an appropriate and skilful way subject to the remedial work being necessary and reasonable.
(a) 2/12/2021 Gainsite $449.68 (incl GST) in respect of subsidence investigation which locates water emerging from around the base of the primary tank;[64]
(b) 13/12/2021 Gainsite $127.76 (incl GST) in respect of delivering sand to fill subsidence cavity at the tanks;[65]
(c) 10/01/22 Gainsite $188.87 (incl GST) in respect of new subsidence investigation which locates water entering primary tank at the base and finds that the secondary tank is distorted. Gainsite resealed the lid of the secondary tank as it had sprung loose due to distortion;[66]
(d) 20/01/2022 Gainsite $138.87 (incl GST) in respect of delivering sand to fill subsidence cavity at the tanks;[67]
(e) 14/02/2022 Gainsite $463.74 (incl GST) in respect of costs to evaluate locating a replacement treatment plant closer to the house;[68] and
(f) 18/02/2022 CWWS $125.00 (incl GST) in respect of preparation of a report on the condition of the HSTP.[69]
(a) 23/03/2022 CWWS $1,195 (incl GST) in respect of percolation test and waste water design;[71]
(b) 31/03/2022 CWWS $850 (incl GST) in respect of council plumbing approvals;[72]
(c) 29/4/2022 CWWS $3,444 (incl GST) in respect of deposit on placement of order for new system;[73]
(d) 02/06/2022 CWWS $12,054 (incl GST) in respect of instalment of new system;[74] and
(e) On or about 15/06/2022 CWWS $1,722 (incl GST) in respect of the final balance for the new system.[75]
Human Rights Act 2019 (Qld) ('HR Act')
[1] Exhibit 10, Queensland Building and Construction Commission ('QBCC') Inspection Report dated 9 June 2016, p 6.
[2] Exhibit 1, Application filed at the Bundaberg Magistrates Court on 1 April 2022 (the Application), part C, p 7, [4], There is some evidence that the Form 21 Final Inspection certificate was dated 17 September 2014. Exhibit 1, attachment 26 is a copy of the Final Plumbing compliance certificate which is dated 14 August 2015. It shows that the final plumbing inspection occurred on 5 September 2014. Exhibit 1. attachment 25, letter from Strongbridge to Mr Beatton dated 10 May 2016. Exhibit 6, Handover Inspection Report dated 3 October 2014.
[4] Building contracts usually contain a defects liability period, after practical completion, during which the contractor agrees to rectify minor defects or omissions. Without the benefit of a copy of the contract being in evidence it is not possible to make findings as to any limitations on the contractual obligations.
[5] Exhibit 1, Application filed at the Bundaberg Magistrates Court on 1 April 2022 (the Application).
[8] Queensland Building and Construction Commission Act 1991 (Qld) ('QBCC Act') s 77(1).
[10] Exhibit 1, attachment 2 QBCC letter 7 February, 2017 and attachment 3 QBCC letter 17 March, 2017.
[20] Civil Liability Act 2003 (Qld) ('CLA') s 4(1).
[25] Knox v Bellamy [2021] QCAT 192 [87].
[30] [2024] QCAT 476 [41].
[35] Aarro's Plumbing Pty Ltd letter dated 7 November 2016. There is some evidence that this date was amended to 17 September 2020, see Exhibit 1, attachment 24.
[42] Exhibit 2, attachment 37, email QBCC 5 May 2017.
[43] Exhibit 14, statement of Peter Burnitt, annexure 6.
[46] Exhibit 1, attachment 2, attachment 3.
[53] He gave oral evidence that 'invert' meant depth.
[56] Having regard to the 15-year manufacturer's warranty.
[62] Atkinson and Anor v Van Uden [2020] QCAT 259 [61].
[63] Cerda v Jacob [2020] QCATA 57 [80].
[76] QBCC Act, s 77(3)(h); Lyons v Dreamstarter Pty Ltd [2011] QCATA 142.
[77] Queensland Civil and Administrative Tribunal Act 2009 (Qld) ('QCAT Act' ss 100 and 102.
[78] Ibid, s 105; Queensland Civil and Administrative Tribunal Rules 2009 (Qld) r 86.
[79] Campbell v Queensland Building and Construction Commission [2021] QCATA 34.
[80] Human Rights Act 2019 (Qld) s 11.
[82] Ibid s 9(4)(b).
Beatton
Strongbridge Homes Pty Ltd [2025] QCAT 184
(1995) 182 CLR 609