[1976] HCA 24
Burnie Port Authority v General Jones Pty Ltd (1994) 179 CLR 520
[1994] HCA 13
Coventry v Lawrence [2014] AC 822
Source
Original judgment source is linked above.
Catchwords
[2012] EWCA 312
Benning v Wong (1969) 122 CLR 249[1969] HCA 58
Buck v Bavone (1976) 135 CLR 110[1976] HCA 24
Burnie Port Authority v General Jones Pty Ltd (1994) 179 CLR 520[1994] HCA 13
Coventry v Lawrence [2014] AC 822[2014] UKSC 13
Curtis v Harden Shire Council (2014) 88 NSWLR 10[2013] NSWCCA 382
Henville v Walker (2001) 206 CLR 459[2001] HCA 52
Hicks v Ruddock (2007) 156 FCR 574[2007] FCA 299
House of Peace v Bankstown City Council (2000) 48 NSWLR 498[2000] NSWCA 44
Hunt & Hunt Lawyers (A firm) v Mitchell Morgan Nominees Pty Ltd (2013) 247 CLR 623[2013] HCA 10
Hunter Industrial Rental Equipment Pty Ltd v Dungog Shire Council (2019) 101 NSWLR 1[1991] HCA 12
Marcic v Thames Water Utilities Ltd [2002] QB 929
Melaleuca Estates Pty Ltd v Port Stephens Council (2006) 143 LGERA 319[2006] NSWCA 31
Minister for Immigration and Citizenship v Li (2013) 249 CLR 332[2013] HCA 18
Minister for Planning v Walker (2008) 161 LGERA 423[2008] NSWCCA 224
Newcastle City Council v Shortland Management Services (2003) 57 NSWLR 173[2003] NSWCA 156
Northern Residential Pty Ltd v Newcastle City Council (2009) 75 NSWLR 192
[2012] HCA 5
Telstra Corporation v Hornsby Shire Council (2006) 67 NSWLR 256
[2006] NSWLEC 133
Trump International Golf Club Scotland Ltd v Scottish Ministers at [2016] 1 WLR 85
[2015] UKSC 74
Tubbo Pty Ltd v Minister administering the Water Management Act 2000
Harvey v Minister administering the Water Management Act 2000 [2008] NSWCA 356
Vairy v Wyong Shire Council (2005) 223 CLR 422
[2005] HCA 62
Wallace v Kam (2013) 250 CLR 375
[2014] HCA 19
Warringah Shire Council v Sedevcic (1987) 10 NSWLR 335
Warth v Lafsky [2014] Aust Torts Rep 82-166
[2014] NSWCA 94
Weber v Greater Hume Shire Council (2019) 100 NSWLR 1
[2019] NSWCA 74
Western Australian Planning Commission v Temwood Holdings Pty Ltd (2004) 221 CLR 30
[2004] HCA 63
Wingecarribee Shire Council v De Angelis [2016] NSWCA 189
Winn v Director-General National Parks and Wildlife (2001) 130 LGERA 508
Judgment (31 paragraphs)
[1]
] HCA 24
Burnie Port Authority v General Jones Pty Ltd (1994) 179 CLR 520; [1994] HCA 13
Coventry v Lawrence [2014] AC 822; [2014] UKSC 13
Curtis v Harden Shire Council (2014) 88 NSWLR 10; [2014] NSWCA 314
Elston v Dore (1982) 149 CLR 480 [1982] HCA 71
Environment Protection Authority v Du Pont (Australia) Ltd [2013] NSWLEC 98
Environment Protection Authority v Grafil Pty Ltd (2019) 238 LGERA 147; [2019] NSWCCA 174
Environment Protection Authority v Sydney Water Corporation [2015] NSWLEC 80
F Hannan Pty Ltd v Electricity Commission of New South Wales (No 3) (1985) 66 LGRA 306
Gales Holdings Pty Ltd v Tweed Shire Council (2013) 85 NSWLR 514; [2013] NSWCCA 382
Henville v Walker (2001) 206 CLR 459; [2001] HCA 52
Hicks v Ruddock (2007) 156 FCR 574; [2007] FCA 299
House of Peace v Bankstown City Council (2000) 48 NSWLR 498; [2000] NSWCA 44
Hunt & Hunt Lawyers (A firm) v Mitchell Morgan Nominees Pty Ltd (2013) 247 CLR 623; [2013] HCA 10
Hunter Industrial Rental Equipment Pty Ltd v Dungog Shire Council (2019) 101 NSWLR 1; [2019] NSWCA 147
Jeffman Pty Ltd and Lawrence Dry Cleaners Pty Ltd v Environment Protection Authority of NSW, Sydney Water Corporation and Douglas and Hilary Hutchinson [2011] NSWLEC 89
K&M Prodanovski Pty Ltd v Wollongong City Council (2013) 195 LGERA 23; [2013] NSWCA 202
Lake Macquarie City Council v Australian Native Landscapes Pty Ltd (No 2) [2015] NSWLEC 114
Lloyd v Robinson (1962) 107 CLR 142 at 154 [1962] HCA 36
March v E & MH Stramare Pty Ltd (1991) 171 CLR 506; [1991] HCA 12
Marcic v Thames Water Utilities Ltd [2002] QB 929
Melaleuca Estates Pty Ltd v Port Stephens Council (2006) 143 LGERA 319; [2006] NSWCA 31
Minister for Immigration and Citizenship v Li (2013) 249 CLR 332; [2013] HCA 18
Minister for Planning v Walker (2008) 161 LGERA 423; [2008] NSWCCA 224
Newcastle City Council v Shortland Management Services (2003) 57 NSWLR 173; [2003] NSWCA 156
Northern Residential Pty Ltd v Newcastle City Council (2009) 75 NSWLR 192; [2009] NSWCA 141
Oshlack v Irongates Pty Ltd (1997) 130 LGERA 189; [1997] NSWLEC 89
Patrick Stevedores Operations (No 2) Pty Ltd v Hennessy; FBIS International Protective Services (Aust) Pty Ltd [2015] NSWCA 253
Precision Products (NSW) Pty Ltd v Hawkesbury City Council (2008) 74 NSWLR 102; [2008] NSWCA 278
Quick v Alpine Nursery Sales Pty Ltd [2010] NSWSC 1248
R (on the application of Skelmersdale Limited Partnership v West Lancashire Borough Council [2016] EWCA Civ 1260
Randren House Pty Ltd v Water Administration Ministerial Corporation [2020] NSWCA 14
Rao v Canterbury City Council (2000) 112 LGERA 360; [2000] NSWCCA 471
Roads and Maritime Services v Grant [2015] NSWCA 138
Robson v Leischke (2008) 72 NSWLR 98; [2008] NSWLEC 152
Rowley v NSW Leather Trading Co Pty Ltd and Woollahra Municipal Council (1980) 49 LGRA 250
Rylands v Fletcher (1868) LR 3 HL 330
Southern Properties (WA) Pty Ltd v Executive Director, Department of Conservation and Land Management (2012) 42 WAR 287; [2012] WASCA 79
Strong v Woolworths Ltd (2012) 246 CLR 182; [2012] HCA 5
Telstra Corporation v Hornsby Shire Council (2006) 67 NSWLR 256; [2006] NSWLEC 133
Trump International Golf Club Scotland Ltd v Scottish Ministers at [2016] 1 WLR 85; [2015] UKSC 74
Tubbo Pty Ltd v Minister administering the Water Management Act 2000; Harvey v Minister administering the Water Management Act 2000 [2008] NSWCA 356
Vairy v Wyong Shire Council (2005) 223 CLR 422; [2005] HCA 62
Wallace v Kam (2013) 250 CLR 375; [2014] HCA 19
Warringah Shire Council v Sedevcic (1987) 10 NSWLR 335
Warth v Lafsky [2014] Aust Torts Rep 82-166; [2014] NSWCA 94
Weber v Greater Hume Shire Council (2019) 100 NSWLR 1; [2019] NSWCA 74
Western Australian Planning Commission v Temwood Holdings Pty Ltd (2004) 221 CLR 30; [2004] HCA 63
Wingecarribee Shire Council v De Angelis [2016] NSWCA 189
Winn v Director-General National Parks and Wildlife (2001) 130 LGERA 508; [2001] NSWCA 17
Wollondilly Shire Council v Foxman Environmental Development Services Pty Ltd (No 5) [2013] NSWLEC 68
Wyong Shire Council v Shirt (1980) 146 CLR 40; [1980] HCA 12
X (Minors) v Bedforshire County Council [1995] 2 AC 633
Texts Cited: John Austin, Austin: The Province of Jurisprudence Determined, ed Wilfrid Rumble (Cambridge University Press, 1995)
Category: Principal judgment
Parties: J.K. Williams Staff Pty Limited (Applicant)
Sydney Water Corporation (Respondent)
Representation: Counsel:
Mr W G Muddle SC with Mr H El-Hage (Applicant)
Mr S Donaldson SC with Mr S Glascott (Respondent)
The water flows in a creek in western Sydney, Boundary Creek, are significantly eroding the bank within land owned by the applicant, J. K. Williams Staff Pty Ltd (Williams), at 44 Jack Williams Drive, Penrith. Central issues in these proceedings are: what is the cause and who is responsible for this erosion?
Williams claims that treated effluent discharged by Sydney Water Corporation (Sydney Water) from its sewage treatment plant at Penrith (Penrith STP), located about 1km upstream, is a material cause of the erosion and hence Sydney Water is responsible. Williams claims that Sydney Water has legal responsibility under three planning or environmental laws, the Environmental Planning and Assessment Act 1979 (EPA Act), the Protection of the Environment Operations Act 1997 (POEO Act) and the Sydney Water Act 1994 (SW Act), the common law of private nuisance, and the duty of care in relation to support for land under s 177 of the Conveyancing Act 1919 (Conveyancing Act). Williams claims that Sydney Water has breached these legal responsibilities in various ways by discharging treated effluent into Boundary Creek in such volume and such manner as to cause erosion of Williams' land.
Sydney Water accepts that water flows in Boundary Creek are eroding the bank within Williams' land and that Sydney Water has discharged and continues to discharge treated effluent into Boundary Creek. Sydney Water contests, however, that the discharged treated effluent is a material cause of the erosion of the bank of Boundary Creek. It claims that the volume of discharged treated effluent is insufficient by itself to cause the erosion. Instead, the main cause of erosion is runoff from the Boundary Creek catchment. In this factual circumstance, Sydney Water contends that it is not in breach of any of its statutory or common law legal responsibilities. If, however, the discharged treated effluent is a cause of the erosion, Sydney Water contests that it has breached any of its legal responsibilities, for various reasons that depend on the elements of the legal responsibility in question and any defence that is available to relieve it of responsibility.
[4]
The structure of the judgment
As a central issue in these proceedings is the cause of the erosion, I will commence with this issue. I will secondly address the claims of breach of the three planning or environmental laws, in the order of the EPA Act, POEO Act and SW Act. I will thirdly address the claim of breach of the duty of care under s 177 of the Conveyancing Act. Finally, I will address the claim of private nuisance.
[5]
The cause of erosion
Boundary Creek, in its natural state, is an ephemeral creek. It originates in land situated at 35 Coombes Drive, Penrith and heads first northwards under Hickeys Road then westwards through Ockeys Park and past Penrith STP. Boundary Creek is largely channelised in this stretch. At the point where Penrith STP discharges treated effluent into Boundary Creek, Sydney Water has constructed a protective stone layer on the embankment of Boundary Creek to prevent bank erosion.
After this point of discharge, Boundary Creek travels westwards under Castlereagh Road, through three parcels of land situated at 2166 Castlereagh Road, 2152-2164 Castlereagh Road and Mullins Road, before entering Williams' land. Before Boundary Creek enters Williams' land, it becomes a natural stream. The northern bank of Boundary Creek within Williams' land is high and steep and is significantly eroding. This northern bank is at the outside of a bend of Boundary Creek, where erosional forces are greatest.
After Boundary Creek leaves Williams' land, still heading westwards, it travels through a public reserve, owned by Penrith City Council, before discharging into the Nepean River about 50m downstream of Penrith Weir.
Since the commencement of operation of Penrith STP, treated effluent has been discharged into Boundary Creek from Penrith STP. The volume of the discharges increased substantially after the Replacement Flows Project was commissioned and commenced operation in August 2010. I will explain this project in the next section of the judgment.
In the period from January 2005 to July 2010, an average of 24ML/day of treated effluent was discharged from Penrith STP into Boundary Creek. During this period, there were days when more than 24ML/day were discharged in a single day (up to 94ML/day). Between August 2010, when the Replacement Flows Project was commissioned and commenced operation, and January 2018, the volume of treated effluent discharged from Penrith STP into Boundary Creek increased to be on average 44ML/day. During this period, there have also been days when more than 44ML/day has been discharged during a single day (up to 197ML/day). The increase in the average daily volume of treated effluent discharged before and after the Replacement Flows Project commenced operation is therefore 83%.
Expressed in terms of annual discharge volumes, in the period 2005 to 2009, Penrith STP discharged into Boundary Creek an average of 8,791ML per annum, which increased in the period 2010 to 2017 to an average of 15,562ML per annum, an increase of 77%.
[6]
The conditions of approval
Penrith STP was originally operated by Penrith City Council but was later purchased and then operated by Sydney Water. On 20 June 2007, the Minister for Planning, under the then Part 3A of the EPA Act, approved the Replacement Flows Project at Penrith STP (the RFP approval). This project included the construction of pipelines to transport tertiary treated effluent from Penrith STP and another sewage treatment plant at Quakers Hill for further treatment at a new advanced water treatment plant at St Marys (St Marys AWTP), and a further pipeline to transport the highly treated recycled water back from St Marys AWTP to Penrith STP, so that it could be released into Boundary Creek and ultimately to the Hawkesbury-Nepean River.
As a result of the Replacement Flows Project, Penrith STP releases effluent from two sources at the one discharge point: first, the highly treated recycled water sent back from St Marys AWTP and, secondly, tertiary treated effluent from Penrith STP, being the difference between the volume of effluent treated at Penrith STP less the volume sent to St Marys AWTP for further treatment.
The RFP approval was issued subject to conditions. Two conditions are important. Condition 1.1 requires Sydney Water to carry out the Replacement Flows Project "generally in accordance with":
1. the Major Projects Application 06_0190 that sought approval for the Replacement Flows Project;
2. the Environmental Assessment of the Replacement Flows Project dated November 2006 that accompanied that application;
3. the Preferred Project Report for the Replacement Flows Project dated February 2007; and
4. the conditions of the approval.
Condition 1.5 of the RFP approval requires that the Replacement Flows Project "shall be limited to the release of up to 50ML/day of highly treated recycled water (replacement flow) to the Hawkesbury-Nepean River…".
The documents referred to in condition 1.1(b) and (c) regulate the Replacement Flows Project in two ways of relevance to this case. First, the Environmental Assessment and the Preferred Project Report, documents prepared on behalf of Sydney Water as required steps in the process of applying for approval, included a Statement of Commitments by Sydney Water. Commitment 10 of the draft Statement of Commitments in the Environmental Assessment and commitment 11 of the revised Statement of Commitments in the Preferred Project Report each stated: "No degradation of bed or bank stability would occur within Boundary Creek downstream of Penrith STP as a result of the Project".
[7]
Williams' argument of breach of conditions
Williams claims that Sydney Water is breaching both condition 1.1 and condition 1.5 of the RFP approval. Sydney Water is breaching condition 1.1 firstly by not carrying out the Replacement Flows Project generally in accordance with the commitment in the Statement of Commitments (that is draft commitment 10 or revised commitment 11). That commitment by Sydney Water is that: "No degradation of bed or bank stability would occur within Boundary Creek downstream of Penrith STP as a result of the Project". Yet, the uncontested evidence is that degradation of bed or bank stability has occurred within Boundary Creek downstream of Penrith STP. Williams submits that such degradation is "a result of" the Replacement Flows Project, even if the project is not the sole cause as it "materially contributes" to the degradation.
Williams submits that the requirement of condition 1.1 that the Replacement Flows Project be carried out "generally in accordance with" the Environmental Assessment and the Preferred Project Report, and the Statement of Commitments in those documents, does not allow any material deviation in this case, having regarding to the terms in which the commitment is phrased. Under the commitment, Sydney Water undertook that "no degradation would occur within Boundary Creek" as a result of the Replacement Flows Project. That commitment is unequivocal. It does not allow degrees of compliance. Any degradation of Boundary Creek as a result of the Replacement Flows Project is a failure to comply with the commitment.
Williams submits that the causal element of the commitment, "as a result", imports a requirement for there to be a connection between the Replacement Flows Project and the degradation of Boundary Creek. A common sense approach should be adopted to determine this issue. The relevant question is whether discharges under the Replacement Flows Project "materially contributed" to the degradation of the bed and bank of Boundary Creek: see generally Henville v Walker (2001) 206 CLR 459; [2001] HCA 52 at [18], [61], [96], [153] and [158]. Sydney Water cited Hayne J's observations at [163] as apposite:
"Secondly, seldom, if ever, will contravening conduct be the sole cause of a person suffering loss… What the Act directs attention to is whether the contravening conduct was a cause. It does not require, or permit, the attribution of some qualification such as 'solely' or 'principally' to the word 'by'."
See also Wollondilly Shire Council v Foxman Environmental Development Services Pty Ltd (No 5) [2013] NSWLEC 68 at [234]-[237] dealing with the meaning of "cause".
[8]
Sydney Water's argument of no breach of conditions
Sydney Water contests that it has breached conditions 1.1 and 1.5 of the RFP approval.
In relation to commitment 11 in the revised Statement of Commitments in the Preferred Project Report, Sydney Water contests that it is under a legal obligation to comply with that commitment. Sydney Water noted that the then applicable s 75J(5) of the EPA Act empowered the Minister to grant an approval subject to a condition requiring the proponent to comply with any obligation expressed in a statement of commitments. The subsection provided:
"The conditions of approval for the carrying out of a project may require the proponent to comply with any obligations in a statement of commitments made by the proponent (including by entering into a planning agreement referred to in section 93)".
Sydney Water accepted that condition 1.1 of the RFP approval required it to carry out the project generally in accordance with the Preferred Project Report, which included the Statement of Commitments made by Sydney Water. However, the terms in which commitment 11 in that Statement of Commitments is expressed does not impose any obligation on Sydney Water to do or refrain from doing anything. Rather, the commitment is expressed in terms of an understanding or belief. The impacts of the discharge from the project on Boundary Creek had been assessed and the result of that assessment was that there would be no degradation of bed or bank stability of Boundary Creek as a result of the project.
Sydney Water further submitted that condition 1.1, requiring the project to be carried out generally in accordance with the Preferred Project Report including the Statement of Commitments in it, cannot sensibly be read as requiring Sydney Water not to do precisely that which the approval permitted, of discharging treated effluent into Boundary Creek. Sydney Water submitted that it has carried out the project precisely in accordance with the Preferred Project Report, which contemplated that it would discharge highly treated recycled water into Boundary Creek. That serves to emphasise that a commitment in a statement of commitments, such as that contained in commitment 11, must be interpreted as a statement of belief and not an undertaking to modify the project in some undefined way at some time in the future.
Sydney Water contested that it was limited to discharging treated effluent from Penrith STP to Boundary Creek to 50ML/day. The environment protection licence issued under the POEO Act authorises the discharge of up to 238ML/day. Sydney Water accepted that, during wet weather events, discharges from Penrith STP have occasionally exceeded the average of 43ML/day since 2007 but have not exceeded the licence limit of 238ML/day.
[9]
Breach of condition 1.1 of the RFP approval established
I find that Sydney Water has breached condition 1.1 but not condition 1.5 of the RFP approval. These findings flow largely from the proper construction of the conditions of the RFP approval.
A development consent granted under Part 4 of the EPA Act or an approval granted under Part 3A of the EPA Act are to be construed having regard to the statutory provisions governing its grant (Hunter Industrial Rental Equipment Pty Ltd v Dungog Shire Council (2019) 101 NSWLR 1; [2019] NSWCA 147 at [268]) and "its enduring functions" of authorising the carrying out of the development or activity for which consent or approval was sought (Winn v Director-General National Parks and Wildlife (2001) 130 LGERA 508; [2001] NSWCA 17 at [4]). The consent or approval speaks "according to its written terms, construed in context but having regard to its enduring function": House of Peace v Bankstown City Council (2000) 48 NSWLR 498; [2000] NSWCA 44 at [37] and see [23]. The meaning of the language used in the consent or approval "is to be determined objectively having regard to the context in which the consent was issued and taking into account the fact that, unlike a contract between parties, the consent operates in rem and is for the benefit of subsequent owners and occupiers, as well as the applicant": K&M Prodanovski Pty Ltd v Wollongong City Council (2013) 195 LGERA 23; [2013] NSWCA 202 at [23].
It is permissible to look at the application seeking consent or approval and the documents and plans accompanying the application in order to determine the scope and operation of the consent or approval and the development or activity for which consent or approval was sought: Hunter Industrial Rental Equipment Pty Ltd v Dungog Shire Council at [57]-[59], [62], [80], [296]-[298], [302]-[305], [310] and [311].
A consent or approval is to be determined in accordance with the same principles of statutory interpretation that are applicable to interpreting other legal documents. Planning permissions are not in a special category requiring adoption of a completely different approach to their interpretation: Trump International Golf Club Scotland Ltd v Scottish Ministers at [2016] 1 WLR 85; [2015] UKSC 74 at [60], [66]. There is no general principle requiring laxity or flexibility in construing delegated planning legislation or statutory instruments, including development consents or approvals, nor do practical considerations permit a re-writing of delegated legislation or statutory instruments to meet what the court thinks is a permissible and practical outcome: Wingecarribee Shire Council v De Angelis [2016] NSWCA 189 at [20]; 4nature Incorporated v Centennial Springvale Pty Ltd (2017) 95 NSWLR 361; [2017] NSWCA 191 at [45]; Environment Protection Authority v Grafil Pty Ltd (2019) 238 LGERA 147; [2019] NSWCCA 174 at [257]-[261], [272].
[10]
No breach of condition 1.5 of the RFP approval established
The situation with condition 1.5 of the RFP approval is different. The breach of condition 1.5 alleged by Williams is dependent on construing condition 1.5 as capping all flows released from Penrith STP to the Hawkesbury-Nepean River via Boundary Creek and not just the highly treated recycled water under the Replacement Flows Project. This is because the evidence is that, although on occasions of high rainfall up to 238ML/day of liquid has been discharged from Penrith STP into Boundary Creek, of that volume no more than 50ML/day comprised highly treated recycled water under the Replacement Flows Project. On this evidence, Sydney Water would not have breached condition 1.5 if that condition only limits the release of highly treated recycled water to the Hawkesbury-Nepean via Boundary Creek.
I find that condition 1.5 should be construed in this manner. First, condition 1.5 states that "the project" is limited to the release of up to 50ML/day. The "project" is described in Schedule 1 of the RFP approval. This is the project that the Minister approved. The project described in Schedule 1 is the Replacement Flows Project.
One of the components of this project, as described, is the Advanced Water Treatment Plant at St Marys STP, which is described as producing "up to 50ML/day of highly treated recycled water for discharge to the Hawkesbury-Nepean River." The volume of 50ML/day is therefore the volume of highly treated recycled water produced by St Marys AWTP. This highly treated recycled water constitutes the "replacement flows" that are to be discharged into the Hawkesbury-Nepean River. This discharge of the replacement flows to the Hawkesbury-Nepean River is to be "via the Penrith STP discharge to Boundary Creek", which is another component of the project as described.
Secondly, condition 1.5 limits the volume of liquid that can be released to "50ML/day". As noted, this volume is the same volume of highly treated recycled water as is produced by the St Marys AWTP.
Thirdly, condition 1.5 defines the nature of the liquid to be released as being "highly treated recycled water". Only the AWTP at St Marys STP produces "highly treated recycled water". Penrith STP produces "tertiary treated effluent". The project involves the treatment at St Marys AWTP of the tertiary treated effluent that has been transferred from Penrith STP. To this end, the project involves the construction of a pipeline for the transfer of tertiary treated effluent from Penrith STP to St Marys AWTP and the construction of a further pipeline for the transfer of the highly treated recycled water produced by St Marys AWTP to Penrith STP. The project describes the discharge of only this "highly treated recycled water", being the recycled water produced by St Marys AWTP, and not any "tertiary treated effluent" from Penrith STP.
[11]
Breach of s 75D(2) of the EPA Act
Sydney Water, in carrying out the Replacement Flows Project in breach of condition 1.1 of the RFP approvals, has breached s 75D(2) of the EPA Act. That subsection requires a person, carrying out a project that the Minister has approved under Part 3A, to comply with any conditions to which such an approval is subject.
[12]
The claimed breach of the POEO Act
The second claimed breach of a planning or environmental law is that Sydney Water has polluted land in breach of s 142A(1) of the POEO Act. That section states simply that: "A person who pollutes land is guilty of an offence."
The action of polluting land includes causing or permitting any land to be polluted: s 142(2). "Land pollution" or "pollution of land" is defined to mean:
"placing in or on, or otherwise introducing into or onto, the land (whether through an act or omission) any matter, whether solid, liquid or gaseous:
(a) that causes or is likely to cause degradation of the land, resulting in actual or potential harm to the health or safety of human beings, animals or other terrestrial life or ecosystems, or actual or potential loss or property damage, that is not trivial, or
(b) that is of a prescribed nature, description or class or that does not comply with any standard prescribed in respect of that matter,
but does not include placing in or on, or otherwise introducing into or onto, land any substance excluded from this definition by the regulations."
[13]
Williams' argument of land pollution
Williams contends that Sydney Water's deliberate action of discharging treated effluent from Penrith STP into Boundary Creek, which flows downstream past Williams' land, causes the treated effluent to be placed in or on, or otherwise introduced into or onto, the bank of Boundary Creek within Williams' land and that such placing or introducing of the treated effluent in or on Williams' land causes degradation of that land and actual or potential property damage that is not trivial.
Williams submits that a person can pollute land indirectly, as illustrated by Environment Protection Authority v Du Pont (Australia) Ltd [2013] NSWLEC 98, where the Court held that the defendant's emissions of pollutant laden dust into the atmosphere, which fell onto land, caused the introduction of the pollutant laden dust into or onto the land: at [55]-[62], [76]-[79], [87] and [88].
Williams contends that Sydney Water's environment protection licences do not afford a defence against 142C of the POEO Act for proceedings for a breach of s 142A of the POEO Act. The defence under s 142C only operates if the person who pollutes land in breach of s 142A(1) establishes that the pollution of land was regulated by an environment protection licence and the conditions to which that licence was subject relating to the pollution of land were not contravened: s 142C(a) and (b).
Williams submits that the environment protection licences held by Sydney Water do not regulate the pollution of land at all and hence there are no conditions to which the licences are subject relating to the pollution of land. In short, Sydney Water's environment protection licences do not authorise the pollution of land. Instead, they regulate the carrying out of scheduled activities and the pollution of water.
Environment protection licence no. 1409 authorises the carrying out at the premises of Penrith STP of the scheduled activity of sewage treatment and the fee-based activity of sewage treatment processing by large plants, at the maximum scale of 10,000-20,000ML annual volume of discharge: Conditions A1.2 and A2.1. Conditions L4.1 and L4.2 limit the volume of liquids that can be discharged to water at nominated discharge points, both individually and combined, to a maximum of 238,000KL/day (or 238ML/day). Condition L7.2 limits the frequency of wet weather overflows from the reticulation system to a maximum of 36 overflows per 10 years, while condition L7.4 limits the total number of dry weather overflows reaching waterways from the sewage treatment system to a maximum of 8 in any reporting period.
[14]
Sydney Water's argument that no land pollution
Sydney Water contests that it has caused land pollution. Even if, as a matter of fact, the treated effluent discharged from Penrith STP into Boundary Creek has caused erosion of Williams' land, such erosion does not constitute land pollution of Williams' land. Erosion and pollution are distinct concepts. Pollution of land involves the placing or otherwise introducing some harmful matter into or onto the land. Land pollution is the state of affairs characterised by the continued presence of that harmful matter in or on the land. This is not the harm claimed by Williams, which involves the erosion of its land not the continued presence on its land of some harmful matter. Sydney Water argued that Williams' land "had not been polluted any more than a house washed away in a flood has sustained damage in the nature of pollution."
If, however, land pollution has occurred, Sydney Water submits that that pollution was regulated by the environment protection licences held by Sydney Water and the conditions of those licences were not contravened. Section 142C of the POEO Act therefore provides a defence. Sydney Water submits that environment protection licence 1409 permitted discharges of up to 238ML/day of treated effluent from Penrith STP (conditions L4.1 and L4.2) and for a limited number of wet and dry weather overflows (conditions L7.2 and L7.4). Environment protection licence 13210 permitted the transfer of flows from St Marys AWTP to Penrith STP pursuant to condition 1.5 of the RFP approval, which permitted 50ML/day of replacement flows to be released via Boundary Creek into the Hawkesbury-Nepean River.
Sydney Water contests Williams' argument that environment protection licence 1409 was issued in breach of s 50(2) of the POEO Act. Sydney Water contends that conditions 1.1 and 1.5 of the RFP approval only limit the maximum volume of liquid that can be discharged into Boundary Creek from the Replacement Flows Project, not the existing operation of Penrith STP. Sydney Water submits that this is clear from the use of the word "project" in condition 1.5 and the description of the project in the RFP approval. The "project" approved is only the Replacement Flows Project. Conditions of approval of that project could only relate to that project. Conditions could not lawfully be imposed to limit the operation of any other existing activity being carried out at Penrith STP, including setting limits on the volume of tertiary treated effluent that could be discharged from Penrith STP independently of the Replacement Flows Project.
[15]
No land pollution established
I find that Sydney Water has not caused Williams' land to be polluted in breach of s 142A(1) of the POEO Act. The reason is that the liquid (whether the highly treated recycled water or the tertiary treated effluent) discharged from Penrith STP does not cause degradation of land within the meaning of the definition of "land pollution" or "pollution of land" in the Dictionary to the POEO Act. To understand why this is so, it is helpful to set out again the definition:
"land pollution or pollution of land means placing in or on, or otherwise introducing into or onto, the land (whether through an act or omission) any matter, whether solid, liquid or gaseous -
(a) that causes or is likely to cause degradation of the land, resulting in actual or potential harm to the health or safety of human beings, animals or other terrestrial life or ecosystems, or actual or potential loss or property damage, that is not trivial, or
(b) that is of a prescribed nature, description or class or that does not comply with any standard prescribed in respect of that matter,
but does not include placing in or on, or otherwise introducing into or onto, land any substance excluded from this definition by the regulations."
Under this definition, pollution of land can occur in two ways: by doing the specified action referred to in (b) or by doing the specified action that has the specified results referred to in (a).
The first way involves "placing in or on, or otherwise introducing into or onto, the land (whether through an act or omission) any matter, whether solid, liquid or gaseous…(b) that is of a prescribed nature, description or class or that does not comply with any standard prescribed in respect of that matter." Clause 109(1) of the Protection of the Environment Operations (General) Regulation 2009 prescribes certain matter for the purposes of paragraph (b) of the definition, being asbestos waste, hazardous waste, restricted solid waste, and waste tyres in specified quantities. However, the matters in cl 109(1) are excluded from the definition if they are placed or introduced in a specific manner: cl 109(1)(a). This first way, therefore, focusses on the action of placing in or on or introducing into or onto land matter of such a nature or in such a quantity as to cause or be likely to cause harm to the land.
The second way that land can be polluted involves "placing in or on, or otherwise introducing into or onto, the land (whether through an act or omission) any matter, whether solid, liquid or gaseous…(a) that causes or is likely to cause degradation of the land, resulting in actual or potential harm to the health or safety of human beings, animals or other terrestrial life or ecosystems or actual or potential loss or property damage, that is not trivial." This second way requires not only the action of placing or introducing matter into or onto land, but also two results, the first result being degradation of the land and the second result being harm to human health or safety or the environment or property damage. The first result must be caused by the action and the second result must be caused by the first result.
[16]
The operating licence granted under the SW Act
The third claimed breach of a planning or environmental law is that Sydney Water has breached conditions of its operating licence granted under s 12 of the SW Act.
Section 12(1) of the SW Act provides:
" The Governor may grant one or more operating licences to enable the Corporation in accordance with this Act, in the area of operations, to provide, construct, operate, manage or maintain systems or services for:
(a) storing or supplying water, or
(b) providing sewerage services, or
(c) providing stormwater drainage systems, or
(d) disposing of waste water."
Pursuant to s 12(1), the Governor has granted operating licences to Sydney Water, the most recent licence tendered being for the period 2015-2020. The operating licence authorised Sydney Water to provide services. Condition 1.2.1 provides:
"This Licence is granted to enable and require Sydney Water to provide, construct, operate, manage and maintain efficient, coordinated and commercially viable systems for providing the Services within the Area of Operations."
The "Services" are defined broadly in the Definitions and Interpretations of the operating licence as meaning:
"Subject to this Licence, any applicable law and any order made by the Governor under section 10(2) of the Act, the provision, construction, operation, management and maintenance by Sydney Water of systems and services for:
(a) storing and supplying water (including Recycled Water and Drinking Water);
(b) providing sewerage services;
(c) providing stormwater drainage systems; and
(d) disposing of wastewater."
These Services evidently include the operation by Sydney Water of Penrith STP, St Marys AWTP and the Replacement Flows Project.
The operating licence requires Sydney Water to meet certain objectives and comply with certain quality and performance standards. Condition 1.1.1 provides:
"The objective of this Licence is to enable and require Sydney Water to provide the Services within its area of operation. Consistent with this objective, this Licence requires Sydney Water to:
(a) meet the objectives and other requirements imposed on it in the Act and other applicable laws;
(b) comply with the quality and performance standards specified in this Licence;
(c) recognise the rights given to Customers and Consumers; and
(d) be subject to Operational Audits."
[17]
Williams' argument of breach of operating licence
Williams submits that, by discharging effluent into Boundary Creek and either causing the erosion of Williams' land or permitting such degradation through various discharges, Sydney Water has not complied with its principal objective in s 21(1)(b) of the SW Act, namely to protect the environment by conducting its operations in compliance with the principles of ecologically sustainable development in s 6(2) of the Protection of the Environment Administration Act, which includes the precautionary principle. Williams submits that Sydney Water's conduct is at odds with the precautionary principle. It continues to deny responsibility and take any remedial action, despite the available evidence which demonstrates that there is reasonable scientific plausibility that erosion of the beds or banks of Boundary Creek has been caused by the discharges from Penrith STP: noting Telstra Corporation v Hornsby Shire Council (2006) 67 NSWLR 256; [2006] NSWLEC 133 at [144].
Williams notes that the importance of the principal objective in s 21(1)(b) of the SW Act is apparent from the decision in Environment Protection Authority v Sydney Water Corporation [2015] NSWLEC 80 at [94], where the Court took into account the obligation imposed by s 21(1)(b) as a mitigating factor on sentence for the commission by Sydney Water of environmental offences, including pollution of waters.
Williams submits that Sydney Water's actions are also in breach of the special objective in s 22(1)(b) of the SW Act, interpreted, as required by s 22(2), by reference to the objectives referred to in s 6(1)(b) of the Protection of the Environment Administration Act. Sydney Water has failed to prevent the degradation of the environment by promoting pollution prevention or adopting the principle of reducing to harmless levels the discharge into land of substances likely to cause harm to the environment. Again, Williams submits that the significance of this special objective is apparent from Environment Protection Authority v Sydney Water Corporation at [94], where the Court also took into account this special objective as a mitigating factor on sentence.
[18]
Sydney Water's argument of no breach of operating licence
Sydney Water contests that its operation of Penrith STP, St Marys AWTP and the Replacement Flows Project, including its discharge of treated effluent into Boundary Creek, gives rise to an actional breach of the SW Act. True it is that the operating licence granted under the SW Act requires Sydney Water to meet the objectives in the SW Act (condition 1.1.1). But these objectives are broad and unspecific, and potentially conflicting, as the circumstances of this case illustrate.
The first principal objective of Sydney Water is "to be a successful business and to this end to operate at least as efficiently as any comparable businesses" (s 21(1)(a)(i)). The second principal objective of Sydney Water is "to protect the environment by conducting its operations in compliance with the principles of ecologically sustainable development", which include the precautionary principle (s 21(1)(b)). Williams relies on this second objective to allege that the precautionary principle required Sydney Water to refrain from proceeding with the Replacement Flows Project, approved by the Minister for Planning following an exhaustive environmental assessment, in order to address, amongst other impacts, the possible risk of erosion of Williams' land. Sydney Water submits that this illustrates the potentiality for conflict between the objectives in the SW Act. Sydney Water submits that conflicting objectives must be balanced. An exercise of judgment that results in pursuing a course of action consistent with one rather than another of two conflicting objectives is not a breach of the SW Act that specifies those objectives.
Sydney Water drew the analogy to an exercise of statutory power conditioned on the formation of opinion, which leaves to the decision-maker "a very wide discretion which cannot be effectively reviewed by the courts", except on the narrow range of grounds outlined in Buck v Bavone (1976) 135 CLR 110; [1976] HCA 24 at 118-119: see Newcastle City Council v Shortland Management Services (2003) 57 NSWLR 173; [2003] NSWCA 156 at [51].
[19]
No breach of operating licence established
I find that Williams has not established that Sydney Water has breached its operating licence issued under the SW Act and hence the SW Act itself. The primary reason is that the objectives of the SW Act, which the operating licence required Sydney Water to meet in providing the services within its area of operations, do not give rise to directly enforceable duties. It may be accepted that condition 1.1.1 of the operating licence states that "this Licence requires Sydney Water to: (a) meet the objectives and other requirements imposed on it in the Act and other applicable laws." But the legal effect of a requirement to meet the objectives imposed on Sydney Water in the SW Act depends on the nature and content of the objectives themselves. There are three aspects of the objectives that cause them not to give rise to directly enforceable duties.
The first concerns the character of the objectives. The objectives imposed on Sydney Water by the SW Act comprise principal objectives (in s 21) and special objectives (in s 22). Both types of objectives are expressed to be objectives of Sydney Water, s 21(1) identifying "the principal objectives of the corporation" and s 22(1) identifying that "the corporation has the following special objectives". Both the principal objectives and special objectives of Sydney Water are expressed in terms of goals or policy outcomes that Sydney Water expected to achieve. The principal objectives are to be a successful business, to protect the environment and to protect public health. The special objectives are to reduce risks to human health and to prevent the degradation of the environment. Notwithstanding these objectives being expressed in terms of goals or policy outcomes, they still are a statement of the objectives of Sydney Water as a statutory corporation, rather than any identified action that Sydney Water is required to undertake.
Second, the principal objectives and special objectives are stated at a high level of generality, expressed as broad aspirations rather than specific actions. The goals of Sydney Water, expressed in the principal objectives, of being a successful business, protecting the environment and protecting human health, are apt to describe objectives but not to impose enforceable requirements: see Minister for Immigration and Citizenship v Li (2013) 249 CLR 332; [2013] HCA 18 at [51]. The too general expression of a legislative objective as an aspiration rather than as an identified action is an indicator against a legislative intention to create an enforceable duty.
[20]
The claimed breach of the duty of care in s 177 of the Conveyancing Act
Under s 177 of the Conveyancing Act, for the purposes of the common law of negligence, a duty of care exists in relation to the right of support of land: s 177(1). The duty of care is "not to do anything on or in relation to land (the supporting land) that removes the support provided by the supporting land to any other land (the supported land)": s 177(2). The concept of "supporting land" is broad and includes "the natural surface of the land, the subsoil of the land, any water beneath the land, and any part of the land that has been reclaimed": s 177(3).
Whilst s 177 of the Conveyancing Act imposes a duty of care in relation to the right of support for land for the purposes of the common law of negligence, it abolishes "any right at common law to bring an action in nuisance in respect of the removal of the support provided by supporting land to supported land": s 177(8). Accordingly, if the erosion of Williams' land involves the removal of support within the meaning of s 177, the section operates to abolish any action in nuisance arising from such erosion.
[21]
Williams' argument of negligent removal of support
Williams claims that Sydney Water is under this duty of care in relation to the right of support for land. Williams contends that the supporting land is the lower part of the bank of Boundary Creek within Williams' land that is subject to the erosional processes of treated effluent discharged from Penrith STP into Boundary Creek. The lower bank provides support to the upper bank above the lower bank and the earthen material deeper within the lower bank behind the exposed face of the lower bank. Williams contends that Sydney Water, by discharging treated effluent from Sydney STP into Boundary Creek, which then flows downstream and erodes the lower bank of Boundary Creek within Williams' land, is doing something "in relation to" this supporting land that removes the support provided by the supporting land to the supported land. Williams submits that the words "in relation to" are sufficiently wide to embrace the indirect relationship between the discharge of treated effluent from Penrith STP to Boundary Creek and the downstream erosion of the lower bank of Boundary Creek by the discharged treated effluent.
Williams submits that the evidence establishes that the discharged treated effluent is a material, if not the main, contributor to the cause of erosion of the lower bank of Boundary Creek within Williams' land.
Williams claims that Sydney Water has breached its duty of care not to do anything in relation to the supporting land that removes the support provided by the supporting land to the supported land. Williams submits that, although the duty imposed by s 177 is a duty to act with reasonable care, Sydney Water has failed to do so. Sydney Water at all material times has been aware that discharges from Penrith STP to Boundary Creek have flowed downstream onto Williams' land and that the lower bank of Boundary Creek within Williams' land has been eroded. Sydney Water has known at least from the time it prepared the Environmental Assessment and later the Preferred Project Report for the Replacement Flows Project, both of which included a Statement of Commitments that no erosion of bed or bank stability of Boundary Creek would occur as a result of the discharges from Penrith STP, that the risk of erosion of the bank of Boundary Creek within Williams' land was reasonably foreseeable. A reasonable person, in the position of Sydney Water, would take precautions to avoid this foreseeable risk of harm to Williams' land. Sydney Water had failed to do so, and has thereby breached its duty of care under s 177.
[22]
Sydney Water's argument that no negligent removal of support
Sydney Water contests that its activity of discharging treated effluent from Penrith STP into Boundary Creek was an activity "on or in relation to" any supporting land within Williams land, within the meaning of s 177 of the Conveyancing Act. The point of discharge of treated effluent from Penrith STP into Boundary Creek is immediately adjacent to Penrith STP, not "on or in relation to" the bank of Boundary Creek within Williams' land a kilometre downstream of the discharge point. Sydney Water submits that, although wide, the phrase "in relation to" is not so wide as to connect the discharge of treated effluent at the discharge point at Penrith STP with the bank of Boundary Creek within Williams' land a kilometre downstream.
Sydney Water further submits that Williams' argument blurs the clear distinction in s 177(2) between supporting land and supported land. Even if Sydney Water's activity of discharging treated effluent into Boundary Creek could be characterised as anything done "in relation to" Williams' land, because the discharges have an impact on Williams' land, Williams' land does not comprise both the supporting land and the supported land within the meaning of s 177(2).
Alternatively, if Sydney Water's activity of discharging treated effluent into Boundary Creek does meet the description in s 177(2), the duty imposed by s 177 is a duty to act with reasonable care. Sydney Water submits it has not breached this duty.
Sydney Water contends that it has carried out its activities at Penrith STP in accordance with the RFP approval and environment protection licences that permit those activities. Sydney Water submits it has carefully investigated the potential impacts of those activities, including the risk of erosion of bed and bank stability of Boundary Creek as a result of the discharges from Penrith STP, and has acted in accordance with the advice of appropriately qualified experts. This advice included that provided in the Environmental Assessment and the Preferred Project Approval that discharges from the Replacement Flows Project will not cause any significant additional erosion in Boundary Creek.
Prior to the commission of the Replacement Flows Project, Sydney Water commissioned surveys of Boundary Creek to facilitate monitoring of any erosion as a result of the project (in 2006 and 2009) and the pre-commissioning survey was the subject of an interpretation report (in 2010). After the Replacement Flows Project was commissioned and became fully operational, post-commission surveys (in 2010 and 2012) were also the subject of interpretation reports (in 2010 and 2012). The June 2012 interpretation report found that "the STP release flows are significantly less than an annual natural flow and much less again than any flows capable of geomorphically modifying the channel or its banks…there is no evidence of any episodic changes that have occurred since 2003, nor any systemic changes throughout the channel". Sydney Water also obtained qualitative visual riparian condition assessments to determine whether a visual change in the riparian zone along Boundary Creek had occurred following commencement of discharges from the Replacement Flows Project. The conclusion of the visual riparian condition assessments was that there had been no change in the integrity of the creek bank related to the Replacement Flows Project.
[23]
Breach of duty of care in relation to removal of support established
Section 177(1) of the Conveyancing Act declares that, "for the purposes of the common law of negligence, a duty of care exists in relation to the right of support for land." The content of that duty of care is that a person "is not to do anything on or in relation to land (the supporting land) that removes the support provided by the supporting land to any other land (the supported land)": s 177(2). That duty is owed to individuals of an identifiable class, being the owners and occupiers of land that is "supported land", under s 177(2).
The liability of a person in negligence for breach of the duty of care imposed by s 177 of the Conveyancing Act is to be addressed in accordance with Part 1A of the Civil Liability Act, whilst relief from liability of a public authority is addressed in Part 5 of the Civil Liability Act, particularly in this case in s 43A: s 5A of the Civil Liability Act and Weber v Greater Hume Shire Council at [28].
Williams bears the onus of proving, on the balance of probabilities, that Sydney Water owed a duty of care to Williams under s 177 of the Conveyancing Act, that Sydney Water breached its duty of care, that Sydney Water's negligence was a necessary condition of the occurrence of harm to Williams, and that it is appropriate for the scope of Sydney Water's liability to extend to the harm so caused to Williams. I find that Williams has established each of these elements.
The first element is that Sydney Water owed Williams a duty of care. The duty of care imposed by s 177(2) of the Conveyancing Act is "not to do anything on or in relation to land (the supporting land) that removes the support provided by the supporting land to any other land (the supported land)." Broken down into its components, establishing the existence of a duty of care involves:
1. identifying the action that is claimed to give rise to a duty of care (the doing of "anything");
2. identifying the supporting land;
3. identifying the supported land;
4. establishing a causal connection between the action and the supporting land (so that the action is "in relation to" the supporting land); and
5. establishing that the action removes the support provided by the supporting land to the supported land.
I find each of these components to be established. First, the action of Sydney Water ("to do anything") is the discharge of treated effluent from Penrith STP into Boundary Creek, from whence it flows downstream to erode the bed and bank of Boundary Creek within Williams' land.
[24]
Defence under s 43A of Civil Liability Act not engaged
I reject Sydney Water's reliance on s 43A of the Civil Liability Act. Engagement of s 43A involves two steps: Weber v Greater Hume Shire Council at [44]-[46]. The first step is to identify the basis of liability relied on by the plaintiff. Here, the liability of Sydney Water depends on its failure to take precautions to avoid the risk of harm by its discharges from Penrith STP into Boundary Creek eroding the bank of Boundary Creek in Williams' land. The second step is to determine whether these activities involved the exercise of a special statutory power, as defined in s 43A(2). Here, this requires determining whether Sydney Water's failure to take precautions to avoid the risk of this harm involved the exercise or failure to exercise a special statutory power conferred on Sydney Water. This special statutory power is a power conferred by or under a statute that is of a kind that persons generally are not authorised to exercise without specific statutory authority: s 43A(2) of the Civil Liability Act. Furthermore, this special statutory power must be "conferred on" the public or other authority who is otherwise liable.
For this second step, it is not sufficient that Sydney Water is constituted as a state owned corporation under the SW Act (s 4(1)), that it has the functions conferred or imposed on it by the SW Act or any other Act (s 5(1)), and that it provides the systems and services in the area of operations that an operating licence granted under the SW Act authorises it to provide (ss 10 and 12). What is required, in order for s 43A to be engaged, is that the particular act or omission on which the liability is founded is dependent on the exercise or failure to exercise a special statutory power conferred on Sydney Water.
As Basten JA observed in Weber v Greater Hume Shire Council at [47], "there is a distinction to be drawn between activities which are reliant for their lawfulness on a statutory power and those which can be undertaken in accordance with the general law". This distinction is important for determining statutory immunity from civil liability: see also Curtis v Harden Shire Council at [254]. Basten JA illustrated the distinction by reference to a local government authority's activities on a public road:
"Thus, a council officer requires no statutory authority to drive a vehicle on a public road beyond the licensing requirements applicable to all drivers; whereas statutory authority is required for the erection of signs along a roadway, an activity which is prohibited except by or with the consent of the relevant roads authority.": at [47].
[25]
Defence of statutory authority not established
Sydney Water also has not established the common law defence of statutory authority. Parliament may, by express direction or by necessary implication, authorise the construction and operation of an undertaking or activity, that carries with it an authority to do what is authorised with immunity from any action at common law, such as an action based on nuisance or negligence. There is, however, a qualification or condition "that the statutory powers are exercised without 'negligence'- that word here being used in a special sense so as to require the undertaker, as a condition of obtaining immunity from action, to carry out the work and conduct the operation with all reasonable regard and care for the interests of other persons": Allen v Gulf Oil Refining Ltd [1981] AC 1001 at 1011.
This is the defence of statutory authority. It may be raised in answer to any common law claim, although it is most commonly raised in answer to a claim in nuisance. It has been raised in answer to a claim based on the principle in Rylands v Fletcher (1868) LR 3 HL 330 (in Benning v Wong (1969) 122 CLR 247), but that claim would now be seen as absorbed by the principles of ordinary negligence (Burnie Port Authority v General Jones Pty Ltd (1994) 179 CLR 520 at 556; [1994] HCA 13). There are, however, conceptual and practical difficulties in establishing the defence of statutory authority in answer to a claim in negligence, because of the need to establish the non-negligent exercise of the statutory authority. This will be explained later.
Whether Parliament has by statute authorised the undertaking or activity with immunity from action is a question of statutory construction. The inquiry is to determine, by a proper construction of the statute, whether any statutory authority has been conferred and, if so, the scope of the statutory authority conferred. The inquiry involves two steps. The first step is to ascertain what on its proper construction the statute relevantly has authorised, including whether it authorises the particular undertaking or activity that has caused the interference with the plaintiff's private rights. The second step is to identify whether the authority which the statute gives is "absolute or qualified": Benning v Wong at 255. The second step involves ascertaining whether the interference with private rights is an inevitable result or consequence of carrying out the authorised undertaking or activity: Benning v Wong at 308; Allen v Gulf Oil Refining Ltd at 1013, 1014.
[26]
Claim in nuisance
If s 177 of the Conveyancing Act does not apply, Williams claims that the discharge of treated effluent from Penrith STP into Boundary Creek and the resulting erosion of Williams' land amounts to a nuisance at common law.
Nuisance is an unreasonable interference with the use and enjoyment of one person's land by the use of another person's land: Melaleuca Estates Pty Ltd v Port Stephens Council (2006) 143 LGERA 319; [2006] NSWCA 31 at [22]; Gales Holdings Pty Ltd v Tweed Shire Council at [132]. Whether there has been "unreasonable interference" is to be determined objectively by considering the ordinary usages of people living in a particular society: Gales Holdings Pty Ltd v Tweed Shire Council at [132]. Fault of some kind must be established (Robson v Leischke (2008) 72 NSWLR 98; [2008] NSWLEC 152 at [44]-[46] and Gales Holdings Pty Ltd v Tweed Shire Council at [132]), although it is not necessary to establish negligence (Elston v Dore (1982) 149 CLR 480 at 487-488; [1982] HCA 71). The type of fault required to establish nuisance depends on whether the wrongdoer created the nuisance or rather adopted or continued the nuisance: Robson v Leischke at [47]-[53].
[27]
Williams' argument of nuisance
Williams submits that establishing fault in this case involves proving only foreseeability of harm and material damage to property: Quick v Alpine Nursery Sales Pty Ltd [2010] NSWSC 1248 at [141], [142], [147]. Damage to land occasioned by the presence of unpolluted stormwater runoff is an accepted form of nuisance: Gales Holdings Pty Ltd v Tweed Shire Council at [174].
Williams submits, having regard to the experts' agreement that parts of the bank of Boundary Creek within Williams' land have eroded, there can be no dispute that there has been material damage to Williams' land. Equally, there can be no dispute that Sydney Water was aware that discharges from Penrith STP have flowed onto Williams' land and that there has been erosion of Williams' land. Williams submits that, from the time Sydney Water prepared the Environmental Assessment for the Replacement Flows Project and subsequently the Preferred Project Report, both of which included a Statement of Commitments, including commitment 11, the risk of erosion of the banks of Boundary Creek within Williams' land as a result of the discharges from Penrith STP was reasonably foreseeable to Sydney Water. Such conduct amounts to nuisance that Sydney Water has failed to abate.
Williams again disputes that s 43A of the Civil Liability Act affords Sydney Water a defence to liability in nuisance, for the reasons it gave in relation to the claim in negligence under s 177 of the Conveyancing Act. Sydney Water's liability in nuisance cannot be said to be "based on" Sydney Water's exercise, or failure to exercise, any "special statutory power" conferred on Sydney Water. However, even if s 43A were to be engaged, Sydney Water's act or omission involving an exercise of, or failure to exercise, a special statutory power was, in the circumstances, so unreasonable that no authority having the special statutory power could properly consider the act or omission to be a reasonable exercise of, or failure to exercise, its power.
Williams also contests the applicability of the common law defence of statutory authority. The common law defence of statutory authority requires, in order to be engaged, that there be specific statutory authority to carry out the activity of discharging the treated effluent into Boundary Creek. Williams submits that the discharges from Penrith STP into Boundary Creek have contravened both the RFP approval and the environment protection licences by Sydney Water discharging more than 50ML/day in contravention of the conditions of the approval and the licences.
[28]
Sydney Water's argument that no nuisance
Sydney Water disputes that it has committed a nuisance in discharging treated effluent from Penrith STP into Boundary Creek. Sydney Water submits that Williams has not established factual causation, that the discharges of treated effluent from Penrith STP have caused unreasonable interference with the use and enjoyment of Williams' land. Williams has not proven that the alleged erosion of the bank of Boundary Creek within Williams' land would not have occurred but for the Penrith STP discharges or that such erosion would not have produced the same impacts upon Williams' use and enjoyment of its land as are evident or anticipated.
Furthermore, in order to establish an actionable nuisance, Williams needs to establish fault, which effectively requires a failure on the part of Sydney Water to exercise reasonable care: Robson v Leischke at [48], [52], [53] and Quick v Alpine Nursery Sales Pty Ltd at [142]-[147]. Sydney Water submits that no fault has been established, for the reasons it gave in relation to the claim in negligence under s 177 of the Conveyancing Act.
Alternatively, if liability in nuisance is established, Sydney Water contends that the common law defence of statutory authority relieves it from liability. The defence of statutory authority is available where the operations of a public authority, here Sydney Water, arise from the non-negligent performance by it of a duty imposed by statute: Marcic v Thames Water Utilities Ltd [2002] QB 929 at 988; Melaleuca Estates Pty Ltd v Port Stephens Council at [49].
Sydney Water submits that it was not negligent in the performance of its statutory functions, for the reasons it gave earlier. Sydney Water acted in accordance with the RFP approval and environment protection licences in discharging treated effluent from Penrith STP into Boundary Creek. The approval and the licences provided statutory authority for the discharges.
[29]
Nuisance claim not maintainable
I have found that Sydney Water is liable in negligence under s 177 of the Conveyancing Act for removing the support provided by the supporting land of the lower bank of Boundary Creek within Williams' land to the supported land above and behind the lower bank. By dint of s 177(8) of the Conveyancing Act, Williams' right at common law to bring an action in nuisance against Sydney Water in respect of this removal of the support provided by the supporting land to the supported land has been abolished. The only cause of action Williams can maintain is that in negligence for breach of the duty of care in relation to the support for Williams' land under s 177. Accordingly, there is no utility in determining Williams' claim in nuisance that Sydney Water's actions of discharging treated effluent into Boundary Creek led to the erosion of the lower bank of Boundary Creek in Williams' land, thereby removing the support provided by the lower bank to the land above and behind the lower bank. That claim in nuisance is not maintainable.
[30]
Relief for established breaches of the law
I have found that Williams has established two claims: first, that Sydney Water has breached s 75D(2) of the EPA Act by carrying out the Replacement Flows Project not in accordance with condition 1.1 of the conditions to which the RFP approval is subject and, secondly, that Sydney Water is liable in negligence for breaching its duty of care in relation to support for land under s 177 of the Conveyancing Act. The question that now arises is the relief that should be granted to remedy and restrain these breaches.
Williams seeks injunctive orders to remedy the breaches. In its amended summons commencing the proceedings under s 9.46 of the EPA Act, Williams sought orders, firstly, restraining Sydney Water from breaching s 75D (2) of the EPA Act by failing to comply with condition 1.1 of the RFP approval, which required that, throughout the operation of the Replacement Flows Project, no degradation of bed or bank stability would occur within Boundary Creek downstream of Penrith STP as a result of the project and, secondly, remedying the degradation of bed and bank stability within Boundary Creek downstream of Penrith STP, including the erosion of Williams' land and other parts of Boundary Creek downstream of Penrith STP.
In its summons commencing the proceedings for breach of the duty of care under s 177 of the Conveyancing Act and for nuisance, Williams sought the following orders:
"1. An order that the Defendant forthwith do all such things, and perform all such acts, as are necessary to prevent further damage to the land owned by the Plaintiff comprised in Folio Identifier 441/1092750 and situated at 44 Jack Williams Drive, Penrith (Plaintiff's Land) caused by the discharge of water from the Penrith Sewerage Treatment Plan[t] operated by the Defendant upon the land comprised in Folio Identifier 110/774782 also owned by the Defendant (the Penrith STP).
2. An order that the Defendant forthwith do all such things, and perform all such acts, as are necessary to abate the nuisance to the Plaintiff's Land caused by the discharge of water from the Penrith STP, including by repairing, making good and rectifying by appropriate works the damage to the Plaintiff's Land caused by the said discharge."
In closing submissions, Williams refined the remedial orders it sought in both proceedings to be:
"1. Intercept and convey Penrith Sewage Treatment Plant (STP) flows in a stable and safe manner through the portion of Boundary Creek between Castlereagh Road and the Nepean River, including provision of a stable outlet structure that does not cause erosion.
2. Undertake the necessary works to realign Boundary Creek and restore parts of the land within the JKW Land that have been lost.
3. Undertake the necessary works to restore the vegetation of Boundary Creek with suitable endemic species to maintain and improve bank stability while requiring minimal ongoing maintenance.
4. Undertake any works necessary or incidental to the implementation of the works described above, including the clearing of vegetation, the construction of gabions and works to enable the temporary diversion of flows from the STP.
5. Within 6 months of the date of the Court's orders, prepare all necessary environmental and planning investigations/reports which would be required to obtain statutory approvals for the carrying [out] of the works.
6. Take steps to obtain all necessary statutory approvals for the carrying [out] of the works.
7. The works described above must be carried out and completed within 24 months of the date of the Court's orders."
[31]
DISCLAIMER - Every effort has been made to comply with suppression orders or statutory provisions prohibiting publication that may apply to this judgment or decision. The onus remains on any person using material in the judgment or decision to ensure that the intended use of that material does not breach any such order or provision. Further enquiries may be directed to the Registry of the Court or Tribunal in which it was generated.
Decision last updated: 18 March 2021
Water flows in Boundary Creek have three sources:
1. rainfall within the Boundary Creek catchment, which converts to local rainfall;
2. leakage and intentionally released domestic water imported to the Boundary Creek catchment through the water supply system, primarily comprising leaking water supply pipes, leaking sewerage pipes and watering of parks and gardens; and
3. Penrith STP discharges into Boundary Creek comprising treated effluent and stormwater runoff that unintentionally enters the sewage system.
Of these three sources, only runoff derived from local rainfall and the discharges from Penrith STP can be readily quantified.
The sources of water flows to Boundary Creek have remained the same, although their relative proportions have varied over time. The main change in water source occurred in 2010 when the Replacement Flows Project commenced. Penrith STP contributes to the flows in Boundary Creek in two ways: first, it releases a relatively steady baseflow and, second, it releases increased flows during storm events due to unintentional entry of stormwater into the wastewater system.
Penrith STP is the source of nearly all of the water flows in Boundary Creek. At the point of discharge of Penrith STP into Boundary Creek, in the period 2005 to 2009, 97.6% of daily flows in Boundary Creek were sourced from Penrith STP, while in the period from 2010 to 2018, 98.4% of daily flows in Boundary Creek were sourced from Penrith STP. Further downstream at Castlereagh Road, the percentages for the same periods are 94.6% and 96.5% respectively.
These figures can be presented in the converse. The average percentage of daily flows from sources other than Penrith STP, which largely is catchment runoff derived from local rainfall, at the point of discharge from Penrith STP into Boundary Creek is 2.4% for the period 2005 to 2010 and 1.6% for the period 2010 to 2018, while at Castlereagh Road it is 5.4% for the period 2005 to 2010 and 3.5% for the period 2010 to 2018.
The same proportions can be derived from the annual flow volumes in Boundary Creek. At the point of discharge of Penrith STP into Boundary Creek, the average annual flow volume in Boundary Creek for the period 2005 to 2009 was 9,004ML, of which 8,791ML was discharged from Penrith STP, a percentage of 97.6%, while for the period 2010 to 2017, the annual average flow volume was 15,808ML, of which 15,562ML was discharged from Penrith STP, a percentage of 98.4%. At Castlereagh Road, the annual average flow volume in Boundary Creek in the period 2005 to 2009 was 9,293ML, of which 8,789ML was discharged from Penrith STP, a percentage of 94.6%, while for the period 2010 to 2017, the annual average flow volume in Boundary Creek was 16,132ML, of which 15,562ML was discharged from Penrith STP, a percentage of 96.4%.
There have been changes in the bed and banks of Boundary Creek over these periods, as a result of the erosion of the bed and bank of Boundary Creek. Dr Markham, the hydrobiologist for Williams, and Mr McAlister, the water technology engineer for Sydney Water, agreed that, between 2000 and now, there has been erosion to the parts of the bank at Boundary Creek situated within Williams' land.
Mr Warry, a surveyor called by Williams, sought to identify the extent of the erosion of the bank of Boundary Creek within Williams' land, by comparing aerial photographs and LiDAR (Light Detection and Ranging) data. He identified the differences in the edge of the plateau (the top of the bank) from 2003 to 2011 and 2011 to 2019. The year of 2011 was selected as it was shortly after the Replacement Flows Project was commissioned and commenced operation. Mr Warry inferred that in the period 2003 to 2011, 355sqm of land had been eroded, while in 2011 to 2019, 577sqm of land had been eroded.
Mr McAlister was critical of Mr Warry's analysis and findings as to the area of land that had been eroded before and after 2011. Mr McAlister's criticism, however, was of no moment. One agreed fact is that erosion of the bank within Williams' land had occurred before, and has continued to occur after, the Replacement Flows Project commenced operation. A second agreed fact is that the discharge of treated effluent from Penrith STP is at least one of the causes of bank erosion, Dr Markham saying that it is the dominant cause while Mr McAlister says it is subordinate to catchment runoff but nevertheless a cause. A third agreed fact is that flows in Boundary Creek, sourced from Penrith STP discharges and catchment runoff, undercut the bank of Boundary Creek leading to collapse of overlying blocks, causing regression of the edge of the plateau and hence the bank of Boundary Creek within Williams' land. This is the very mechanism observed and recorded by Mr Warry. It matters not, therefore, whether Mr Warry's precise delineation of the edge of the plateau in 2003, 2011 and 2019 is accurate at every point along the escarpment of the plateau. What matters is that Mr Warry has recorded regression of the edge of the plateau over time, evidencing erosion of the bank of Boundary Creek.
Dr Markham and Mr McAlister agreed that the dominant mechanism of bank erosion within Williams' land is erosion at the base of the bank causing collapse of overlying blocks. Dr Markham explained this mechanism. The bank of Boundary Creek within Williams' land is a composite bank, comprised of layers of material of different properties. Preferential erosion by fluvial forces of lower layers leads to undercutting and block failure (by modes such as shear, beam and tensile failures). The geotechnical properties of the composite bank may define the precise mode of block failure. Blocks that fall to the base of the bank are eroded by flows in a process called basal cleanout. Fluid entrainment of basal material (ie fluvial erosion at the bank toe) is critically important. The retreat rate of composite banks in the medium to long term is affected by the stability of the lower bank and the toe zone.
The current mechanism of bank erosion is different to the historical mechanism. Mr McAlister agreed with Dr Markham that: "Tentatively, the 1943 historic aerial photograph suggests that the mechanism of bank failure is different now (undercutting and slab failure) compared to that evident in the 1943 photographs (rotational/slumping)."
Dr Markham and Mr McAlister agree that this process of undercutting of the bank and collapse of the overlying blocks has caused bank and bed migration and will contribute to changes in the position of the thalweg and the bank of Boundary Creek in the future. The thalweg is the line collecting the lowest points of successive cross-sections along the course of a watercourse.
The erosion at the base of the bank is caused by the erosive flows in Boundary Creek. The level to which the base of the bank is subject to erosive flows corresponds with the water surface elevation of the flows in Boundary Creek. The water surface elevation of the flows in Boundary Creek varies from time to time. The relative constant daily discharge of treated effluent from Penrith STP results in baseflows with a relatively constant water surface elevation, around 0.2 to. 0.4m. In times of high rainfall, the volume of flow in Boundary Creek increases with a concomitant rise in water surface elevation at the bank within Williams' land. The increase in flow is partly due to increased discharges from Penrith STP because of stormflow runoff unintentionally entering the sewerage system and partly due to local runoff within the Boundary Creek catchment.
Erosion of the earthen materials in the bank does involve, in the end result, the mobilisation and transportation of earthen materials from the bank. The velocity and shear stress of the flow in Boundary Creek affects the rate and extent of erosion. The velocity of flows is the speed at which flows travel down the channel of the creek. The velocity of flows varies across the creek, longitudinally and with depth even when flows are constant. As flows change, so too does the distribution of velocity. The velocity of the flow will be greater on the outside of the bend of the creek than on the inside. The shear stress is the force exerted by the flow on the bed and banks of the channel. The initiation of motion of a sediment particle of a given size is estimated using a parameter called the critical shear stress, which is the value of shear stress at which a sediment particle of a given size and density will just start to move. Increased velocity and shear stress of the flow will allow mobilisation and transportation of larger sized particles.
Dr Gippel, the hydrologist jointly appointed by the parties, modelled the impact of velocity and shear stress under different flows in Boundary Creek. Dr Gippel's model suggested that urbanisation increased the duration of velocity and shear stress over most of the range of flows, particular during storm runoff events, which had higher magnitude under urbanised land use. Penrith STP discharges increase the duration of velocity and shear stress relative to the case without Penrith STP discharges. In this case, the relative impact was greater on the lower range of flows, because without the Penrith STP discharges, the baseflow was very low. The model showed that Penrith STP discharges have the effect of substantially increasing velocity and bed shear stress during flood event recession and baseflow periods.
Mr McAlister believed that the increased velocity and shear stress of the flows during catchment runoff peaks initiated erosion in Boundary Creek. Mr McAlister calculated the threshold of particle size that would be transported under different flow conditions. Mr McAlister found that for a water surface slope of 0.015m/m and an average water depth of 0.2m (which would result from a typical discharge from Penrith STP of 50ML/day), the upper threshold of the bed material particle size that would be able to be transported by the flow is 60mm. Using a different method of analysis, Mr McAlister derived a lesser figure of 35mm. Under a significant rainfall and catchment runoff event, which would increase the water depth to 0.7m, Mr McAlister calculated the upper threshold of bed material particle size able to be transported to be 210mm. Using his other method of analysis, he derived a lesser figure of 80mm. Mr McAlister concluded from this analysis that larger sized particles could only be transported by the higher flows during catchment runoff peaks, not during regular flows from Penrith STP. Mr McAlister considered that "this demonstrates the dominant role that rainfall and catchment flows play, and the subordinate influence of regular flows from the Penrith STP and Replacement Flows, in moving sediment within and from Boundary Creek. All regular flows from the Penrith STP and the Replacement Flows will do is assist in removing fines - after catchment flow events cease."
I find Mr McAlister's conclusion to be simplistic. First, as Dr Markham explained, there is rarely a simple linear relation between the processes of bank erosion and the factors that influence them. The rate of bank erosion is typically variable in both time and spatial extent. For example, there may be a time lag between a substantial flow event and a concomitant failure of the adjacent river bank. This may be due to a wide range of factors such as geotechnical stability thresholds of the eroding bank, progressive weakening of the bank over time (perhaps from weathering processes), leading to eventual substantial failure from an apparently minor triggering impact, amongst other factors. Dr Markham's summary was that:
"Overall, bank erosion rates result from a complex interplay between a wide range of factors including the geotechnical properties of the bank, the properties of the sediment within the bank, moisture conditions and saturation, the fluid forces of the creek flow and, potentially, a range of other external impacting variables. Erosion of a given bank may vary spatially, the rate may vary over time, may occur some time after the main impacting process (or a range of impacting processes), and may occur directly or indirectly as a result of one of a range of impacting factors. In other words, bank erosion is typically a complex process."
Dr Markham explained that it is important to understand the threshold of erosion, which is the point at which flow in a channel starts to erode the bed and bank material. The threshold of erosion depends on the balance between the erosive power of the flow and the resistance of the boundary material. Shear stress is one factor affecting the erosive power of the flow, but there are a range of other impacting factors, as identified by Dr Markham.
It may be accepted that increased flows at times of high rainfall events increase the shear stress and the erosional power of the flows. But the continual flows resulting from Penrith STP discharges also contribute to bank erosion, not only at times of high rainfall but also during baseflow conditions. Starting with flows in times of high rainfall, Dr Markham and Mr McAlister agree that:
"the effect of treatment plant flows on creek flows resulting from periodic large rainfall events is:
- an increase in the duration to which unstable bank sediments are exposed to potentially erosive flows;
- an increase in the duration to which unstable bank sediments are exposed to wetting leading to weakening of the soil structure.
Both these impacts are likely to increase the risk of erosion of the bank."
Dr Markham and Mr McAlister also agree with Dr Gippel's finding that:
"Under 2018 land use conditions, both velocity and shear stress peaks for storm events was similar for both the with and without plant flow scenarios, but that treatment plant flows caused elevated values of both to persist for much longer, typically several hours."
This effect of weakening the soil structure by wetting of bank materials also occurs during baseflow conditions. Dr Markham identified that the baseflows in Boundary Creek from the continual discharges from Penrith STP have increased the frequency of wetting of the earthen materials in the bank within Williams' land. The bank materials are a mixture of larger sized particles, such as cobbles and coarse gravel, and smaller sized particles such as fine sediments. Mr Johnston, who examined and tested the sediments in the lower bank, found that the sediments were "highly slaking and disaggregated rapidly and completely upon immersion in water" and that "sediments in the lower bank are extremely susceptible to disaggregation from wetting and drying". In short, the sediments of the lower bank become more erodible when wet. Dr Markham found that "Mr Johnston's work indicates that the stability of the bank sediments (and therefore the rate of erosion of the bank), at least up to a height of about 3m, is influenced by the frequency and duration of wetting, as well as the force of the water flow."
The consequence is, contrary to Mr McAlister's view, that erosion is not initiated only when the shear stress of flows in Boundary Creek increases to a value sufficient to mobilise and transport the larger size particles at times of peak catchment runoff. The baseflows from Penrith STP discharges increase the wetting and disaggregation of the bank materials, and enable mobilisation and transportation of the fine sediments. The threshold of erosion therefore differs for different sized particles; whilst larger sized particles might only be mobilised and transported under peak flows, smaller sized particles are mobilised and transported under baseflows. Once smaller sized particles are eroded from the lower bank, the remaining soil structure is weakened, disaggregates and slumps, resulting in bank undercutting.
Dr Markham and Mr McAlister agree that the erosion of Boundary Creek has been caused by the combined effect of "natural processes of erosion and deposition including bank erosion and longer-term bed incision (based on evidence from Peachtree Creek which appears to be incising but is not affected by treatment plant flows); land use change; and increased discharge from the [Penrith] WTP operation". Of these three causes of erosion, Dr Markham identifies the increased discharges from Penrith STP as being "the dominant process". Dr Markham relies on Dr Gippel's report that detailed the substantially greater changes to the flow regime that have occurred from the operation of Penrith STP compared with the impact of land use change. The results of Dr Gippel's modelling demonstrated the substantial extent to which both the erosive power of the flow and the duration of wetting of unstable sediments has increased as a result of the increased discharges from Penrith STP. Mr McAlister believes that catchment runoff and increases in the magnitude and frequency of such runoff due to catchment urbanisation are far more significant influences than the effect of persistent flows from Penrith STP.
I disagree with Mr McAlister and agree with Dr Markham on the cause of the erosion. First, as Dr Gippel's evidence establishes, Penrith STP is the source of nearly all of the flows in Boundary Creek, whether measured in terms of daily flows or annual flows. Non-Penrith STP sources, including catchment runoff, contribute only an extremely small percentage of the flows in Boundary Creek. As Dr Reinfelds, a hydrologist engaged by the Office of the Hawkesbury Nepean to consider the issue of erosion in Boundary Creek in 2011 after Penrith STP commenced operation, observed:
"It is untenable to argue for a position that substantial increases in baseflow discharges within Boundary Creek arising from the STP, which under current STP discharge rates of 43ML/day represent a 5-6 times increase in annual runoff volumes over natural conditions, have had no effect on channel dimensions, channel bed incision, channel bank erosion, meander migration and pool-riffle geometry. The current STP discharges represent a very large increase in annual runoff volumes over natural conditions within a stream that had never in its recent (Holocene) geological history experienced sustained annual runoff volumes of this magnitude."
Second, at times of high rainfall, discharges from Penrith STP are increased beyond the usual baseflow, as a result of stormwater runoff that unintentionally enters the sewage system. The source of increased flows in Boundary Creek after high rainfall is, therefore, not limited to catchment runoff but also includes increased discharges from Penrith STP.
Third, the discharges from Penrith STP in times of high rainfall act in concert with catchment runoff to increase erosional processes in Boundary Creek. Dr Reinfelds had observed in 2011 that Penrith STP discharges "act in concert with stormwater runoff peaks by extending the duration of sediment transporting flows during such events." Dr Gippel found that Penrith STP discharges during storm events caused elevated values of both velocity and shear stress peaks to persist for much longer, typically several hours. Dr Markham found, and on this point Mr McAlister agreed, that the effect of Penrith STP discharges on creek flows resulting from periodic large rainfall events is to increase the duration to which unstable bank sediments are exposed to potentially erosive flows and increase the duration to which unstable bank sediments are exposed to wetting, leading to weakening of the soil structure, both of which impacts increase the risk of bank erosion.
Fourth, the discharges from Penrith STP contribute to bank erosion even during baseflow conditions, by wetting and weakening the soil structure of the lower bank, by the process explained by Dr Markham. Erosion does not only occur during storm events when catchment runoff occurs.
In these ways, Dr Markham is correct in identifying the discharges from Penrith STP, not only in times of high rainfall but also at all other times, as the dominant cause of the erosion of the bank of Boundary Creek within Williams' land.
Second, both the Environmental Assessment and the Preferred Project Report impose the same limit on the volume of highly treated recycled water that can be discharged per day into Boundary Creek as does condition 1.5.
The Environmental Assessment described the project as producing "up to 50 million litres per day (ML/day) of highly treated recycled water" for discharge to the Hawkesbury-Nepean via the Penrith STP discharge to Boundary Creek (see for example pp S.1, S.5, S.7 (Figure 3) and S.8 (Figure 4)). The assessment of impact of the discharge due to the project on erosion of Boundary Creek was based on the discharge due to the project increasing up to 50ML/day (see pp 7.13 and 7.15).
The Preferred Project Report also described the project as involving the production of up to 50ML/day of highly treated recycled water for discharge to the Hawkesbury-Nepean River via the Penrith STP discharge to Boundary Creek (pp 1.2, 1.3 and 4.24). In relation to the concern expressed in submissions regarding the impact of the discharged effluent on Boundary Creek, the Preferred Project Report stated (at p 3.16):
"Boundary Creek currently receives a flow of 22ML/day from Penrith STP. The discharge due to the Project will increase this volume to 50ML/day. The most likely impact on Boundary Creek due to the Project will be the potential for increased erosion of alluvial areas." (p 3.16).
Williams submits that Sydney Water is secondly breaching condition 1.1 by not carrying out the Replacement Flows Project "generally in accordance with" the limit on the volume of treated effluent able to be discharged to Boundary Creek of 50ML/day, as stated in both the Environmental Assessment and the Preferred Project Report. Williams accepted that the phrase "generally in accordance with" might allow for some latitude and deviation from the limit of 50ML/day fixed in the Environmental Assessment and the Preferred Project Report, but only if it is of a relatively minor nature: Oshlack v Irongates Pty Ltd (1997) 130 LGERA 189 at 196-197; [1997] NSWLEC 89; Lake Macquarie City Council v Australian Native Landscapes Pty Ltd (No 2) [2015] NSWLEC 114 at [48]. In this case, however, the deviation from the limit of 50ML/day is not minor, as the discharge has reached up to 238ML/day at times.
Williams submits that Sydney Water, by discharging more than 50ML/day, has also breached condition 1.5 of the RFP approval.
Accordingly, Sydney Water denies that it has breached either condition 1.1 or condition 1.5 by discharging to Boundary Creek more than 50ML/day of highly treated recycled water.
A condition of consent or approval is to be interpreted by asking "what a reasonable reader would understand the words to mean when reading the condition in the context of the other conditions and of the consent as a whole. This is an objective exercise in which the Court would have regard to the natural and ordinary meaning of the relevant words, and overall purpose of the consent, any other conditions which cast light on the purpose of the relevant words, and common sense": Trump International Golf Club Scotland Ltd v Scottish Ministers at [34].
With this guidance in mind, I turn to construe the RFP approval, having regard to the statutory provisions governing its grant and the application for approval of the project and the accompanying documents.
The RFP approval was granted under the then in force Part 3A of the EPA Act. Part 3A applied to major infrastructure or other development declared to be a project to which the Part applied: s 75B(1) and (2). The Minister for Planning declared, by order dated 23 October 2006, the Replacement Flows Project to be a project to which Part 3A applied. The Minister's approval under Part 3A was thereupon required for the carrying out of the Replacement Flows Project: s 75D(1).
Sydney Water applied for the Minister's approval to carry out the Replacement Flows Project, the application being received by the Director-General on 14 July 2006. As required by s 75E(2)(a), the application described the Replacement Flows Project for which approval was being sought, briefly in the application form and more fully in the attached Preliminary Assessment document. The brief description in the application form was:
"Western Sydney Recycled Water Initiative - Replacement Flows Project
Significant components include:
- Effluent transfer pipelines from Quakers Hill, Penrith and St Marys sewage treatment plants to the proposed advanced water treatment plant;
- Brine transfer from the proposed advanced water treatment plant into the Northern Suburbs Ocean Outfall Sewer;
- An advanced water treatment plant at the St Marys sewage treatment plant site;
- Discharge of the highly treated recycled water (replacement flows) into the Hawkesbury-Nepean River."
Pursuant to s 75F(2) and (3), after receiving the application, the Director-General prepared, and notified Sydney Water on 1 September 2006 of, the environmental assessment requirements for the project. The Director-General described the project as follows:
"The Western Sydney Recycled Water Initiative - Replacement Flows Project, involving the interconnection of three existing sewage treatment plants and treating the available effluent from these plants via a new advanced water treatment plant to replace the water that is currently released from Warragamba Dam for extraction and river health purposes. The project involves the construction and operation of the following key components (Major Project Application: 06_0190):
a) an advanced water treatment plant at St Marys sewage treatment plant;
b) effluent transfer pipelines from Quakers Hill, Penrith and St Marys sewage treatment plants to the advanced water treatment plant;
c) a brine transfer pipeline and pumping station for the brine from the advanced water treatment plant to a storage pond at Quakers Hill sewage treatment plant. This will connect with a pipeline that will transfer brine from the pond to the Northern Suburbs Ocean Outpour Sewer (NSOOS);
d) balance storage tanks and pumping stations at Penrith, Quakers Hill and St Marys sewage treatment plants;
e) a recycled water pipeline for the transfer of the treated recycled water (replacement flow) produced by the advanced water treatment plant to Penrith sewage treatment plant. The replacement flow is proposed to be discharged via the existing effluent outlet into Boundary Creek, which discharges into the Hawkesbury-Nepean River below Penrith Weir."
As entitled under s 75F(6), the Director-General required, as one of the General Requirements, Sydney Water to include in the environmental assessment "a statement of the commitments the proponent is prepared to make for environmental management and mitigation measures on the site". The Director-General's requirement was that the Environmental Assessment must include "a draft Statement of Commitments detailing measures for environmental mitigation, management and monitoring for the project".
One of the Key Assessment Requirements that the Director-General required the Environmental Assessment to address was "Impacts on the stability of Boundary Creek and measures to rehabilitate the banks and bed of the creek."
As required by s 75H(1), Sydney Water submitted to the Director-General the required Environmental Assessment for approval to carry out the Replacement Flows Project. The Summary of the Environmental Assessment briefly described the Replacement Flows Project as follows:
"The Project involves the construction and operation of an Advanced Water Treatment Plant (AWTP) and associated works. It will include treating existing tertiary effluent from St Marys, Penrith and Quakers Hill sewage treatments plans (STPs) in north western Sydney at an AWTP located at St Marys, producing up to 50 million litres per day (ML/day) of highly treated recycled water. The recycled water would be substituted, as replacement flows, for water that is currently released from Warragamba Dam for extraction and river health purposes. The volume of treated tertiary effluent discharged directly from Penrith STP would be minimised, and sufficient volume of tertiary treated effluent discharged from St Marys and Quakers Hill STPs would be maintained for the downstream water uses in South Creek."
This brief description was followed by a fuller description as follows:
"The project consists of:
- an Advanced Water Treatment Plant (AWTP) at the St Marys STP site for the treatment of tertiary treated effluent from Quakers Hill, Penrith and St Marys STPs. The AWTP would produce about 50ML/day of highly treated recycled water for discharge to the Hawkesbury-Nepean River downstream of Penrith Weir, and approximately 8ML/day of concentrate to be discharged to the Northern Suburbs Ocean Outfall Sewer (NSOOS)
- a pipeline for the transfer of tertiary treated effluent from Penrith STP to the AWTP site at St Marys STP
- a pipeline for the transfer of tertiary treated effluent from Quakers Hill STP to the AWTP at St Marys STP
- a pipeline for the transfer of recycled water produced by the AWTP at St Marys STP to Penrith STP
- a pipeline for the transfer of the concentrate from the AWTP to Quakers Hill STP
- a storage pond at Quakers Hill STP for the temporary storage of the concentrate, when the NSOOS may not be available for discharge (during periods of extended wet weather)
- transfer of the concentrate to the NSOOS via an existing pipeline from Quakers Hill STP to Seven Hills and a new pipeline between Seven Hills and Vineyard Creek at Dundas
- balance storages and pumping stations at Penrith, Quakers Hill and St Marys STPs."
These descriptions of the project apply the maximum volume of 50ML/day discharged to Boundary Creek to the highly treated recycled water produced at the AWTP at St Marys STP and transferred to Penrith STP. Elsewhere, however, the Summary of Environmental Assessment is less specific. Figure 3 Replacement Flows Project during normal operations identifies "highly treated recycled water 50ML/day" as being discharged from the "Advanced Water Treatment Plant" into the Hawkesbury-Nepean River and shows no flows coming directly from Penrith STP into the Hawkesbury-Nepean River but instead shows flows coming from Penrith STP to the AWTP. Figures 4, 5 and 6 summarise the water quantity and quality changes as a result of the Replacement Flows Project. Figures 4 and 5 identify, at point 4, which is the discharge via Boundary Creek, that "all flow conditions (STP or AWTP discharges)" are predicted to increase from the current level of 22ML/day to 50ML/day.
In the assessment of the impact of the project on river health and water users, the Environmental Assessment described the existing conditions of Boundary Creek downstream of Penrith STP. It notes that "Boundary Creek is the discharge location for Penrith STP, which currently discharges approximately 22ML/day of tertiary treated effluent into the creek" (s 7.3.3). The Environmental Assessment, in the assessment of the project on Boundary Creek, stated:
"The discharge due to the Project would increase up to 50ML/day, providing an additional source of flow for this section of the river." (s 7.3.3).
The Environmental Assessment then assesses the impact of this change in flows on Boundary Creek (in s 7.3.6):
"Boundary Creek is a small tributary of the Hawkesbury-Nepean River, with a catchment of 304ha, which flows into the main river channel, about 50m downstream of Penrith Weir. Its relevance to the Project is that approximately, 22ML/day of tertiary treated effluent from Penrith STP is currently discharged into the creek, approximately 500m upstream of its junction with the Nepean River. Boundary Creek flows through the Penrith STP site where its riparian zone has been cleared or contains patchy re-growth of casuarinas and terrestrial and aquatic weed species.
Downstream of the Penrith STP, Boundary Creek crosses under Castlereagh Road through a culvert, before entering an industrial and commercial zone. A 10-20m riparian zone either side of the creek has been maintained through this area, which increases in width as the creek flows towards the Nepean River. The riparian zone is heavily infested with weeds and there is some re-growth of endemic native vegetation. There is evidence of significant erosion of alluvial soils in the lower sections of the creek, near the confluence with the Nepean River.
The creek catchment does not contribute any flows to the creek in dry weather. However, in wet weather, flows in the creek increase significantly. For a 1 in 2 year storm, estimated flows are 3,255ML/day, increasing to 5,731ML/day for a 1 in 20 year storm. These volumes are significantly greater than the current Penrith STP discharge of 22ML/day and the proposed replacement flow of 50ML/day.
An assessment was undertaken of the potential of the current discharge and proposed replacement flows discharge to cause erosion of the alluvial areas currently affected. In the eroding stretch of the creek, the current discharge has a depth between 0.1 to 0.3m and a velocity between 0.1 to 0.7m/s. With the discharge of the replacement flows the depth would increase marginally to between 0.1 to 0.5m and velocity to between 0.2 to 0.9m/s. This water depth is within the natural channel and below the level of alluvial sediments which are eroding. There would also not be sufficient velocity to cause any significant additional erosion. The main causes of the erosion appear to be high wet weather flows and receding floodwaters from the Nepean River. Consequently no additional mitigation measures are required to manage erosion in Boundary Creek, which may result from the operation of the Project."
As required by the Director-General, the Environment Assessment included a draft Statement of Commitments in chapter 11. The Overview explained the reason for Sydney Water making these commitments:
"The Environmental Assessment of the Project has identified measures to manage any potential impacts associated with the Project. These have been identified in Chapters 7 and 8 and have been developed as commitments that would avoid or reduce potential effects of the Replacement Flows Project. This Chapter provides the draft Statement of Commitments for the Project. The draft will be finalised in response to stakeholder and community input during the display of the Environmental Assessment. Following project approval, Sydney Water and its contractors will be required to deliver and operate the Project in accordance with these commitments." (s 11.1).
This last statement is important as it indicates that Sydney Water viewed the Statement of Commitments it had made as being legally binding and requiring Sydney Water and its contractors to deliver and operate the project in accordance with the commitments.
The commitments were described in Table 11.1 (key issues) and Table 11.2 (other issues) in terms of commitment topic, commitment statement and relevant project phase (s 11.2). In Table 11.1, under the commitment topic of "Ecology" was the commitment statement then numbered 10, that "no degradation of bed or bank stability would occur within Boundary stream [sic, Creek] downstream of Penrith STP as a result of the Project", which applied to the project phase of "Design, Construction & Operation". This commitment statement directly engaged with the Director-General's "key assessment requirement" with respect to aquatic ecology, that the Environmental Assessment address "impacts on the stability of Boundary Creek and measures to rehabilitate the banks and bed of the creek."
After the Environmental Assessment was submitted to the Director-General, the Director-General made the Environmental Assessment publicly available, invited submissions by the public and public authorities, and provided copies of submissions received to Sydney Water (see s 75H(3), (4) and (5)).
Under s 75H(6), the Director-General required Sydney Water to submit a response to the issues raised in the submissions, a preferred project report that outlines any proposed changes to the project to minimise the environmental impact, and "any revised statement of commitments": s 75H(6)(a), (b) and (c). As required by the Director-General, Sydney Water submitted a "Preferred Project Report for Replacement Flows Project" dated February 2007. The Preferred Project Report responded to the issues raised in submissions (Chapter 3), summarised the changes to the project since the Environmental Assessment (Chapter 4), and submitted a revised Statement of Commitments (Chapter 5).
One of the submissions raised concern regarding impacts on Boundary Creek by the increased flows in Boundary Creek as a result of the project. The Preferred Project Report responded to this concern:
"Boundary Creek currently receives a flow of 22ML/day from Penrith STP. The discharge due to the Project will increase this volume to 50ML/day. The most likely impact on Boundary Creek due to the Project will be the potential for increased erosion of alluvial areas.
The EA included an assessment of the impacts of the Project on erosion in Boundary Creek, which concluded that the main causes of the erosion appear to be high wet weather flows and receding floodwaters from the Nepean River.
The water quality in Boundary Creek will improve with the operation of the Project as the tertiary treated effluence that is currently discharged to the creek will be replaced with highly treated recycled water that has significantly lower levels of nutrients and dissolved solids."
The preferred project was described in the same terms as the project was described in the Environmental Assessment with the addition of the pilot facility at St Marys STP and some changes to sections of the concentrate pipeline route between Seven Hills and Vineyard Creek, Dundas (none of which are relevant to the discharges from Penrith STP into Boundary Creek) (s 4.5.1).
The description of the preferred project included, amongst others, the following components:
"- An AWTP at the St Marys STP site for the treatment of the tertiary treated effluent from Quakers Hill, Penrith and St Marys STP… The AWTP would produce up to 50ML/day of highly treated recycled water for discharge to the Hawkesbury-Nepean River downstream of Penrith Weir, and about 8ML/day of a concentrate for discharge to the Northern Suburbs Ocean Outfall Sewer (NSOOS).
- a pipeline for the transfer of tertiary treated effluent from Penrith STP to the AWTP at the St Marys STP site
- a pipeline for the transfer of tertiary treated effluent from Quakers Hill STP to the AWTP at the St Marys STP site
- a pipeline for the transfer of recycled water produced by the AWTP at St Marys STP to the Penrith STP
- discharge of the replacement flows to the Hawkesbury-Nepean River, via the Penrith STP discharge to Boundary Creek, immediately downstream of Penrith Weir" (s 4.5.2).
Chapter 5 provided details of the revised Statement of Commitments for the Replacement Flows Project. The Statement of Commitments was revised in response to submissions (in Chapter 3) and the proposed changes to the project (in Chapter 4). There was no change to draft commitment 10 proposed in the Environmental Assessment. That commitment was renumbered as commitment 11, but otherwise the commitment topic, commitment statement and project phase remained the same.
Pursuant to s 75I(1), the Director-General prepared and gave to the Minister a report on the project for the purposes of the Minister's consideration of the application for approval to carry out the project. The Director-General's report included, as required by s 75I(2)(a), Sydney Water's Environmental Assessment and Preferred Project Report. Appendix B to the Director-General's report was the statement of commitments made by Sydney Water in the Preferred Project Report. The Director-General's report recommended that the Minister approve the project application subject to the recommended conditions of approval in Annexure A.
Pursuant to s 75J(1) and (4), on 20 June 2007, the Minister approved the carrying out of the project on the conditions recommended by the Director-General. In formal terms, the approval stated that the Minister approved the project referred to in Schedule 1, subject to the conditions in Schedule 2.
The project described in Schedule 1 of the approval was as follows:
"Construction and operation of the Western Sydney Recycled Water Initiative - Replacement Flows Project, involving the interconnection of three existing sewage treatment plants and treating the available effluent from these plants via a new Advanced Water Treatment Plant (AWTP) to replace the water that is currently released from Warragamba Dam for extraction and river health purposes. The project involves the construction and operation of the following key components:
- an AWTP at the St Marys STP site for the treatment of the tertiary treated effluent from Quakers Hill, Penrith and ST Marys STP. The AWTP would produce up to 50ML/day of highly treated recycled water for discharge to the Hawkesbury-Nepean River downstream of Penrith Weir, and about 8ML/day of a concentrate for discharge to the Northern Suburbs Ocean Outfall Sewer (NSOOS);
- a pipeline for the transfer of tertiary treated effluent from Penrith STP to the AWTP at the St Marys STP site;
- a pipeline for the transfer of tertiary treated effluent from Quakers Hill STP to the AWTP at the St Marys STP site;
- a pipeline for the transfer of recycled water produced by the AWTP at St Marys STP to the Penrith STP;
- discharge of the replacement flows to the Hawkesbury-Nepean River, via the Penrith STP discharge to Boundary Creek, immediately downstream of Penrith Weir;
- a pipeline for the transfer of the concentrate from the AWTP to Quakers Hill STP;
- a storage pond at Quakers Hill STP for the temporary storage of the concentrate, when the NSOOS may not be available for discharge (during periods of extended wet weather);
- transfer of the concentrate to the NSOOS via an existing pipeline from Quakers Hill STP to Seven Hills and a new pipeline between Seven Hills and Vineyard Creek at Dundas;
- balance storages and pumping stations at Penrith, Quakers Hill and St Marys STP; and
- temporary pilot facility at St Marys STP."
The conditions in Schedule 1 include conditions 1.1 and 1.5:
"1.1 The Proponent should carry out the project generally in accordance with the:
a) Major Projects Application 06_0190;
b) Environmental Assessment: Western Sydney Recycled Water Initiative - Replacement Flows Project (prepared by Sydney Water Corporation and Sinclair Knight Merz dated November 2006);
c) Preferred Project Report: Western Sydney Recycled Water Initiative - Replacement Flows Project prepared by Sydney Water Corporation and Sinclair Knight Merz dated February 2007);
d) the conditions of this approval.
1.5 The project shall be limited to the release of up to 50ML/day of highly treated recycled water (replacement flow) to the Hawkesbury-Nepean River and approximately 8ML/day of concentrate from the advanced water treatment plant to the NSOOS."
This is the regulatory context in which the RFP approval was granted subject to conditions, including conditions 1.1 and 1.5, and the RFP approval needs to be construed.
Condition 1.1, by requiring Sydney Water to carry out the project generally in accordance with the Environmental Assessment and the Preferred Project Report, which included a draft Statement of Commitments and a revised Statement of Commitments respectively made by Sydney Water, is a condition authorised to be imposed by s 75J(5) of the EPA Act. The Minister may approve a project on such conditions as the Minister may determine: s 75J(4). These conditions may include conditions of the kind specified in s 75J(5). Pursuant to s 75J(5), "[t]he conditions of approval for the carrying out of a project may require the proponent to comply with any obligations in a statement of commitments made by the proponent…".
This outcome under s 75J(5) may be achieved by the conditions directly or indirectly requiring compliance with any obligations in a statement of commitments. The conditions may directly require the proponent to comply with the statement of commitments (such as by stating in the conditions that the proponent shall carry out the project in accordance with the statement of commitments) or indirectly require the proponent to comply with the statement of commitments (such as was done in this approval by stating in the condition that the proponent shall carry out the project in accordance with a document, such as the Environmental Assessment or Preferred Project Report, that includes the statement of commitments). As I have earlier noted, the Director-General may require the proponent to include in an environmental assessment a statement of commitments the proponent is prepared to make for environmental management and mitigation measures on the site (s 75F(6)) and to submit to the Director-General a preferred project report that outlines any proposed changes to the project to minimise its environmental impact and any revised statement of commitments (s 75H(6)(b) and (c)). These statutory requirements enable inclusion of a statement of commitments in the environmental assessment and preferred project report and the imposition of conditions of approval indirectly requiring the proponent to comply with a statement of commitments by requiring the proponent to carry out the project in accordance with the environmental assessment and preferred project report that include the statement of commitments.
The result is that condition 1.1 of the RFP approval imposes a legally binding obligation on the proponent, Sydney Water, in carrying out the project, to comply with any obligations in the Statement of Commitments made by Sydney Water in the Environmental Assessment and the Preferred Project Report. The commitments made by Sydney Water in the Statement of Commitments are legally binding. This flows not only from the regulatory scheme under which the conditions of approval for the carrying out of the project required compliance with the Statement of Commitments, but also from the natural and ordinary meaning of the word "commits". The word "commits" connotes a legally binding commitment or obligation: R (on the application of Skelmersdale Limited Partnership v West Lancashire Borough Council [2016] EWCA Civ 1260 at [17], [18].
The relevant commitment in this case is commitment 10 in the draft Statement of Commitments in the Environmental Assessment and commitment 11 in the revised Statement of Commitments in the Preferred Project Report, which are in the same terms. This commitment is expressed in a manner that identifies an express outcome that the project must achieve: "No degradation of bed or bank stability would occur within Boundary Creek downstream of Penrith STP as a result of the Project."
This approach of expressing the condition in terms of an outcome or objective is an accepted manner of drafting conditions of approval: see as an example the current s 4.17(4) of the EPA Act. The commitment does not identify the process by which that outcome is to be achieved; that is left to Sydney Water to devise. This is consistent with an application of the principle of subsidiarity, which leaves to the proponent of a development or project the choice of actions that might best achieve the required outcome. The rationale is that the proponent is best placed to maximise benefits and minimise costs to develop their own solutions and responses to the environmental problem: Jeffman Pty Ltd and Lawrence Dry Cleaners Pty Ltd v Environment Protection Authority of NSW, Sydney Water Corporation and Douglas and Hilary Hutchinson [2011] NSWLEC 89 at [85].
The outcome in the commitment is expressed in the negative, as an outcome that is not to occur: "No degradation of bed or bank stability would occur within Boundary Creek downstream of Penrith STP as a result of the Project". So expressed, Sydney Water's obligation is to ensure that this outcome does not occur.
The modal verb "would" is used in this commitment to refer to the possibility of the outcome occurring. It is this possible occurrence of the outcome that Sydney Water is obliged under the commitment to prevent. The word "would" is not used to indicate a mere understanding or belief about the occurrence of the outcome, as Sydney Water submitted, but rather, in the context of the commitment read as a whole, directs that action be taken to ensure that the proscribed outcome does not occur in the future should approval be granted. Construed in this way, the commitment imposes an obligation on Sydney Water.
That this construction of the Statement of Commitments as imposing obligations on Sydney Water is reasonable is corroborated by Sydney Water's assertion at the time it made the Statement of Commitments. In offering the Statement of Commitments in the Environmental Assessment, Sydney Water asserted: "Following project approval, Sydney Water and its contractors will be required to deliver and operate the Project in accordance with these commitments." This is a recognition that the Statement of Commitments impose legally binding obligations.
The evidence establishes that Sydney Water has failed to comply with this obligation in the commitment. Degradation of bed or bank stability within Boundary Creek downstream of Penrith STP has occurred as a result of the project. As I have found earlier, discharges under the Replacement Flows Project are at least one of the three causes, and probably the dominant cause, of erosion of the bank of Boundary Creek within Williams' land. This erosion is a form of degradation of bed and bank stability within Boundary Creek, in the sense in which the word "degradation" is used in the commitment. Insofar as the discharges under the Replacement Flows Project have caused degradation of Boundary Creek in addition to any degradation caused by the other two sources of flows in Boundary Creek, Sydney Water has not complied with the obligation in the commitment.
This failure to comply with the commitment, which is commitment 10 in the draft Statement of Commitments in the Environmental Assessment and commitment 11 in the revised Statement of Commitments in the Preferred Project Report, results in Sydney Water not carrying out the project generally in accordance with the Environmental Assessment and the Preferred Project Report, in breach of condition 1.1.
The qualifying adverb in condition 1.1 that Sydney Water must carry out the project "generally" in accordance with the Environmental Assessment and Preferred Project Report does not afford any latitude or permit any deviation having regard to the terms in which the obligation in the commitment is expressed. Either there is degradation of Boundary Creek or there is no degradation of Boundary Creek as a result of the Project; there can be no degrees of degradation. Thus, Sydney Water carries out the project either in accordance with this commitment (so that there is no degradation of Boundary Creek as a result of the project) or not in accordance with the commitment (because there is degradation of Boundary Creek as a result of the project); there can be no "general" accordance with the commitment.
Fourthly, no different conclusion is reached from reading condition 1.5 in the context of the other conditions of the RFP approval, including condition 1.1. The Major Projects Application, Environmental Assessment and Preferred Project Report, referred to in condition 1.1, all describe the Replacement Flows Project. I have quoted earlier the relevant parts of these descriptions of the project. With few exceptions, these descriptions are consistent with the construction of condition 1.5 I have given. The maximum volume of 50ML/day of liquid authorised to be released into Boundary Creek from Penrith STP refers to the highly treated recycled water produced by St Marys AWTP, as this constitutes the replacement flows to the Hawkesbury-Nepean River via the Penrith STP discharge to Boundary Creek. The few places where brief reference is made to 50ML/day being an aggregate of all discharges from Penrith STP are inconsistent with the fuller descriptions of the project that confine that maximum volume to the release of highly treated recycled water produced by St Marys AWTP.
If condition 1.5 is construed in this manner, Williams has not established that Sydney Water has breached condition 1.5. The evidence does not establish that Sydney Water has released more than 50ML/day of highly treated recycled water to the Hawkesbury-Nepean River via Penrith STP discharge to Boundary Creek. The discharge of tertiary treated effluent from Penrith STP to Boundary Creek, in whatever volume, is not regulated by condition 1.5 and cannot lead to a breach of condition 1.5 by the aggregate volume of the highly treated recycled water from St Marys AWTP and tertiary treated effluent from Penrith STP exceeding 50ML/day.
Environment protection licence no. 13210 regulates water pollution resulting from the fee-based activity "miscellaneous licensed discharge to waters (at any time)" at the scale of ">1000.00ML maximum annual volume of discharge authorised" carried out at the premises of St Marys AWTP: conditions A1.1 and A2.1. The premises also comprises "the transfer and reticulation system associated with the advanced water treatment plant at St Marys including, but not necessarily limited to, the effluent transfer and overflow pipelines, concentrate transfer and overflow pipelines, recycled water transfer and overflow pipes, pumping stations, storage ponds and tanks": condition A2.2.
Environment protection licence no. 13210 identifies the monitoring and discharge points, including point 1 located at "the discharge channel from Penrith STP 100m upstream from the confluence with Boundary Creek…": condition P1.3. The licence sets concentration limits for specified pollutants at each monitoring/discharge point, including point 1: conditions L3.1 and L3.4. The licence does not authorise pollution of waters by any pollutant other than those specified in condition L3: condition L3.3. This licence does not fix a volume limit for discharge point 1: see condition L4.1.
Williams contends that neither licence authorises land pollution of the bank of Boundary Creek within Williams' land. An environment protection licence only authorises the carrying out of the particular activities and the particular pollution specified in the licence, nothing more: Lake Macquarie City Council v Australian Native Landscapes Pty Ltd (No 2) at [197].
If, however, environment protection licence 1409 could be construed as regulating pollution of land, so as to potentially provide Sydney Water a defence under s 149C of the POEO Act, Williams challenges the validity of certain conditions of that licence in so far as they purport to permit the discharge of up to 238ML/day of liquid into Boundary Creek. Williams contends that the conditions should either be read as only permitting 50ML/day (the maximum volume authorised by the RFP approval) or are invalid (as being inconsistent with the RFP approval). Either way, Sydney Water, by discharging at times up to 238ML/day into Boundary Creek, would have contravened the licence conditions, thereby disentitling Sydney Water from establishing the defence under s 142C.
Williams developed this argument as follows. First, conditions 1.1 and 1.5 of the RFP approval limit the volume of liquid that can be discharged from Penrith STP to 50ML/day. This limit is fixed directly by condition 1.5 and indirectly by condition 1.1 insofar as the latter condition requires the project to be carried out generally in accordance with the Environmental Assessment and the Preferred Project Report. Both of these documents fix the maximum volume of liquid permitted to be discharged from Penrith STP into Boundary Creek as being 50ML/day. Williams contends that this maximum volume of 50ML/day is the combined discharge into Boundary Creek of not only the highly treated recycled water returned from St Marys AWTP but also any additional discharge of treated effluent from Penrith STP. In short, it is the maximum volume of liquid permitted to be discharged into Boundary Creek, from whatever source at Penrith STP.
Second, s 50(2) of the POEO Act limits the power under s 55 of the POEO Act to grant an environment protection licence. The subsection provides:
"A licence that relates to controlled development must not be granted or varied (other than on the initiative of the EPA) by the appropriate regulatory authority, unless development consent has been granted for the controlled development. However, this section does not prevent the consideration of a licence application by the appropriate regulatory authority before development consent is granted."
The concept of "controlled development" is defined in s 50(1) to be "development that cannot be carried out without development consent" under the EPA Act. The term "development consent" is defined widely in s 50(4) to include not only a development consent under Pt 4 of the EPA Act but also an approval to carry out a project or infrastructure under Pt 3A or Part 5.1 of the EPA Act. Penrith STP, St Marys AWPT and the Replacement Flows Project are each controlled development within the meaning of this concept in s 50(1).
Subsection 50(2) operates to preclude the grant of an environment protection licence that permits the carrying out of an activity that is controlled development unless development consent has been granted under the EPA Act for that activity. The existence of such a consent is a pre-condition to the exercise of the power to grant a licence: Hunter Industrial Rental Equipment Pty Ltd v Dungog Shire Council at [178], [182] and [339]. The evident purpose of s 50(2) is to ensure that the EPA Act and the POEO Act operate in tandem and do not result in conflicting permissions: at [177].
Third, where a development consent has been granted for controlled development on conditions that restrict the carrying out of the development, such as the RFP approval did in fixing the maximum volume of liquid that can be discharged into Boundary Creek at 50ML/day, s 50(2) operates to preclude the grant of an environment protection licence on terms that are inconsistent with such conditions, such as to permit a greater volume of liquid to be discharged into Boundary Creek than the 50ML/day fixed by the conditions of the RFP approval.
Fourth, it follows that conditions L1.1, L4.1 and L4.2 of environment protection licence 1409, insofar as they purport to permit Sydney Water to discharge up to 238ML/day of liquid into Boundary Creek, are not conditions that can validly be imposed by s 50(2) of the POEO Act. Consistently with s 32 of the Interpretation Act 1987, conditions L1.1, L4.1 and L4.2 should be read down so that they are construed as authorising a discharge of up to 50ML/day, being the volume permitted by the RFP approval. Alternatively, if those conditions cannot be read down in this way, both the conditions and the environment protection licence as a whole are invalid.
Fifth, either way, Sydney Water could not rely on the defence in s 142C of the POEO Act. If the conditions of the environment protection licence are read down as permitting Sydney Water to discharge a maximum of 50ML/day into Boundary Creek, Sydney Water has contravened these conditions as it has on numerous occasions discharged more than 50ML/day into Boundary Creek. Alternatively, if the environment protection licence is invalid, there is no licence on which Sydney Water can rely for the defence under s 142C.
If the RFP approval is construed in this way, there is no inconsistency between the RFP approval and the environment protection licence. The environment protection licence does fix a higher maximum volume of liquid that can be discharged from Penrith STP into Boundary Creek (up to 238ML/day), but that is not inconsistent with the RFP approval's limit of 50ML/day. The licence's maximum volume is for the combined discharge of highly treated recycled water from St Marys AWTP (up to 50ML/day) and tertiary treated effluent from Penrith STP (the balance above 50ML/day up to 238ML/day). The licence does not authorise a discharge of highly treated recycled water from St Marys AWTP under the Replacement Flows Project in excess of 50ML/day.
Sydney Water submits that the evidence does not establish that it has contravened the conditions of the environment protection licence. Its combined discharges have not exceeded 238ML/day and the discharges of highly treated recycled water from St Marys AWTP have not exceeded 50ML/day. In these circumstances, Sydney Water can rely on the defence of authority conferred by the environment protection licence under s 142C.
The second way that land can be polluted is claimed by Williams to be applicable in the circumstances of this case. Williams claims that Sydney Water's discharges of treated effluent (which is liquid matter) from Penrith STP into Boundary Creek is the relevant action. Although the point of discharge of the treated effluent is at Penrith STP, the treated effluent flows downstream and contacts, to use a neutral word, the lower bank of Boundary Creek within William's land. This contact of the treated effluent with the lower bank, Williams argues, can be described as introducing into or onto the lower bank the treated effluent that has been discharged upstream at Penrith STP. It is introduced onto the lower bank insofar as it contacts the surface of the lower bank. It is introduced into the lower bank insofar as it wets and penetrates the earthen materials in the lower bank.
Williams argues that this action causes the first result, the degradation of the land. The introduction of the treated effluent into or onto the lower bank causes the erosion of the lower bank, initially that part of the lower bank in contact with the effluent, and later, after that part is eroded, other parts of the bank above or behind the part that is eroded. In turn, the first result of the erosion of the lower bank causes the second result, harm to human health or safety or the environment or property damage.
I reject Williams' argument for three reasons.
First, the claimed action of the introduction into or onto the lower bank of Boundary Creek within Williams' land (being the relevant land) of liquid matter does not cause the first result, the degradation of the land. The mere contact of the liquid matter (the treated effluent) on the surface of the lower bank or the wetting or penetration of the earthen materials in the lower bank by the liquid matter does not cause the erosion of the land (which is the claimed degradation of the land). Rather, erosion is caused by the liquid matter (the treated effluent) flowing in Boundary Creek past the land, wearing away and transporting earthen materials in the lower bank. This action of erosion of matter from the land is the antithesis of the action of introduction of matter into or onto the land.
Secondly, the definition requires that the land that receives the action (the land in or on which matter is placed or introduced) be the same as the land that suffers the result (the land that is degraded), yet that does not occur under Williams' argument. As I have explained, Williams' argument is that the land into or onto which the liquid matter (the treated effluent) is introduced is the surface of or the earthen materials in the lower bank contacted or wetted by the liquid matter. That is but a thin layer of the lower bank. The land that is eroded, however, is not merely this thin layer but more substantially the earthen materials above and behind this thin layer of the lower bank, which collapse into the bed of the creek. It is the erosion of this other land, rather than of the thin layer of land, that results in the regression of the bank of the creek. However, this other land that suffers this result is not the land that receives the action of the introduction of liquid matter.
Thirdly, erosion of land is not "degradation" of land for the purposes of the definition of "land pollution" or "pollution of land". Whilst in geology, "degradation" refers to the lowering of a fluvial surface, such as the bed or banks of a stream, through erosional processes, that is not the sense in which the word "degradation" is used in the definition of "land pollution" or "pollution of land". The former refers to degradation by the removal of land while the latter refers to degradation of land by a change in the nature or quality of the land that remains.
This conclusion flows from the definition of "land pollution" or "pollution of land" requiring that the land that receives the action (the land into or onto which matter has been placed or introduced) be the same as the land that suffers the result (the land that is degraded). In the case of degradation by erosional processes, the land that suffers this result ceases to exist - it is eroded away. Yet, the definition requires the land to still be in existence, although in a state of degradation. That state of degradation of the land needs to be caused by the action of placing or introducing matter into or onto the land.
That the definition of "land pollution" or "pollution of land" uses "degradation" in this sense is supported by the fact that the first result (the degradation of the land) must cause the second result (the harm to human health or safety or the environment or property damage). Land that no longer exists because it has been eroded away cannot cause the second result, but land that still exists, although in a degraded state, can cause the second result.
This construction of paragraph (a) of the definition is consistent with paragraph (b) of the definition. As I have explained, land can be polluted under paragraph (b) by the action of placing in or on or introducing into or onto land matter of such a nature or in such a quantity as to cause or be likely to cause harm to the land. This means of polluting land is predicated on the land continuing to exist, but being harmed by the placing or introduction of matter that is harmful. Construing paragraph (a) of the definition so as also to require the continued existence of the land that receives the action and suffers the first result is consistent with this construction of paragraph (b) of the definition.
For these reasons, Williams has not established that Sydney Water has polluted land, in breach of s 142A of the POEO Act, by discharging treated effluent from Penrith STP into Boundary Creek.
This conclusion renders unnecessary determination of the parties' respective arguments on whether the environment protection licences provide a defence under s 142C of the POEO Act of authority conferred by licence. I can say, however, that the environment protection licences held by Sydney Water could not found a defence under s 142C for the simple reason that those licences do not regulate pollution of land. Section 142C is clear that the defence is only available if the person who is alleged to have polluted land establishes that pollution of land was regulated by an environment protection licence held by the person, and the conditions to which that licence was subject relating to the pollution of land were not contravened. The environment protection licences held by Sydney Water regulated pollution of water but not land. The defence under s 142C of authority conferred by licence is not available. It is therefore unnecessary to consider Williams' argument that environment protection licence 1409 was issued in breach of s 50(2) of the POEO Act.
The objectives set out in the SW Act comprise "principal objectives" of Sydney Water (in s 21) and "special objectives" that Sydney Water has in implementing the principal objectives (in s 22).
Section 21(1) states:
"The principal objectives of the Corporation are:
(a) to be a successful business and, to this end:
(i) to operate at least as efficiently as any comparable businesses, and
(ii) to maximise the net worth of the State's investment in the Corporation, and
(iii) to exhibit a sense of social responsibility by having regard to the interests of the community in which it operates, and
(b) to protect the environment by conducting its operations in compliance with the principles of ecologically sustainable development contained in section 6 (2) of the Protection of the Environment Administration Act 1991, and
(c) to protect public health by supplying safe drinking water to its customers and other members of the public in compliance with the requirements of any operating licence."
The principles of ecologically sustainable development contained in s 6(2) of the Protection of the Environment Administration Act 1991 include the precautionary principle. This is defined in s 6(2)(a) as: "if there are threats of serious or irreversible environmental damage, lack of full scientific certainty should not be used as a reason for postponing measures to prevent environmental degradation". Section 6(2)(a) continues:
"In the application of the precautionary principle public and private decisions should be guided by:
(i) careful evaluation to avoid, wherever practicable, serious or irreversible damage to the environment, and
(ii) an assessment of the risk-weighted consequences of various options."
Section 22, so far as is relevant, provides:
"(1) In implementing the principal objectives set out in section 21, the Corporation has the following special objectives:
(a) to reduce risks to human health,
(b) to prevent the degradation of the environment.
(2) Those special objectives are to be interpreted by reference to the objectives referred to in section 6 (1) (b) of the Protection of the Environment Administration Act 1991, so far as they are relevant to the Corporation.
(3) In implementing those special objectives, regard is to be had to the means referred to in section 6 (1) (b) of the Protection of the Environment Administration Act 1991, so far as they are relevant to the Corporation, and (in particular) to the following means:
(a) reducing the environmental impact of its discharges into or onto the air, water or land of substances likely to cause harm to the environment,
(b) minimising its creation of waste by the use of appropriate technology, practices and procedures,
(c) reducing its use of energy, water and other materials and substances,
(d) re-using and recovering energy, water and other materials and substances, used or discharged by it, by the use of appropriate technology, practices and procedures,
(e) reducing significantly, by 30 June 2000, the combined environmental impact of the per capita amount of energy and water used by the Corporation and other materials and substances discharged by the Corporation, compared with that impact in the year ending 30 June 1994."
The objectives referred to in s 6(1)(b) of the Protection of the Environment Administration Act are:
"(b) to reduce the risks to human health and prevent the degradation of the environment, by means such as the following:
- promoting pollution prevention,
- adopting the principle of reducing to harmless levels the discharge into the air, water or land of substances likely to cause harm to the environment,
- minimising the creation of waste by the use of appropriate technology,
- regulating the transportation, collection, treatment, storage and disposal of waste,
- encouraging the reduction of the use of materials, encouraging the re-use and recycling of materials and encouraging material recovery,
- adopting minimum environmental standards prescribed by complementary Commonwealth and State legislation and advising the Government to prescribe more stringent standards where appropriate,
- setting mandatory targets for environmental improvement,
- promoting community involvement in decisions about environmental matters,
- ensuring the community has access to relevant information about hazardous substances arising from, or stored, used or sold by, any industry or public authority,
- conducting public education and awareness programs about environmental matters."
The principal and specific objectives in the SW Act are similar in character to the objects and water management principles in the Water Management Act 2000, which were described by the Court of Appeal in Tubbo Pty Ltd v Minister administering the Water Management Act 2000; Harvey v Minister administering the Water Management Act 2000 ("Tubbo") [2008] NSWCA 356 at [74] as follows:
"The statutory power is to be exercised in the public interest, for purposes of serving a wide range of broadly expressed policy objectives of a character that overlap, conflict and are incommensurable with each other".
The principal objectives and specific objectives of the SW Act also push and pull in different directions, perhaps reflecting the three pillars of sustainable development: economic development ("to be a successful business"), social development ("to protect public health" and "to reduce risks to human health") and environmental protection ("to protect the environment" and "to prevent the degradation of the environment"). The statute does not prioritise one objective over any other. Indeed, each of the principal objectives are stated to be of equal importance: s 21(2) of the SW Act. Different objectives will have different relevance and salience for different exercises of statutory functions and administrative decision-making. Sydney Water's exercise of its functions and administrative decision-making under the SW Act involves selecting which of the principal and special objectives are relevant and important in any particular instance, considering how the selected objectives should be implemented, and balancing any conflicting objectives. In undertaking this policy-laden evaluative task, Sydney Water has "a very wide discretion which cannot be effectively reviewed by the courts": Buck v Bavone at 118-119 and see, for another example of policy-laden, evaluative decision-making, Minister for Planning v Walker (2008) 161 LGERA 423; [2008] NSWCCA 224 at [52]-[55]. This character of the objectives pushing and pulling in different directions is another indicator that the objectives do not impose enforceable requirements: Minister for Immigration and Citizenship v Li at [51]; Tubbo at [74], [79].
Implementation of the principal and special objectives in the exercise of statutory functions under the SW Act involves polycentric decision-making. Decision-making under the SW Act may involve a "multiplicity of considerations, together with the broad range of interconnected, conflicting and incommensurable interests": Tubbo at [79]. The polycentricity of decision-making under such a statutory scheme affects the construction of statutory provisions governing the exercise of functions under the SW Act, including what is involved by the principal and special objectives, and the existence and content of any specific procedural obligations, such as whether there is any duty to implement the principal and special objectives: see Randren House Pty Ltd v Water Administration Ministerial Corporation [2020] NSWCA 14 at [15].
Third, even if any "duty" were to be imposed by the principal and special objectives, and by condition 1.1 of the operating licence to meet these objectives, any such duty is one of "imperfect obligation". Duties of imperfect obligation have political but not legal force. Austin described an imperfect law (or a duty of imperfect obligation) as "a law which wants a sanction, and which, therefore, is not binding… Though the author of an imperfect law signifies a desire, he manifests no purpose of enforcing compliance with the desire, the expression of a desire is not a command. Consequently, an imperfect law is not so properly a law, as counsel, or exhortation, addressed by superiors to inferiors…The imperfect laws… are laws which speak the desires of political superiors, but which their authors (by oversight or design) have not provided with sanctions… An imperfect obligation, in the sense of the Roman jurists, is exactly equivalent to no obligation at all": John Austin, Austin: The Province of Jurisprudence Determined, ed Wilfrid Rumble (Cambridge University Press, 1995) 32, 33.
As expressed in the SW Act, any duties of imperfect obligation speak to what the statutory authority, Sydney Water, is expected to do, but provide no sanctions if expectations are not met. A court cannot examine or enforce the exercise or failure to exercise the duties; they are not directly enforceable by an affected person: Hicks v Ruddock (2007) 156 FCR 574; [2007] FCA 299 at [64]-[65]; Randren House Pty Ltd v Water Administration Ministerial Corporation at [136].
Another reason for finding that Sydney Water has not been shown to have breached its operating licence concerns the difficulties of establishing that Sydney Water's actions did not meet the principal or special objectives. It can be accepted that erosion of the bank of Boundary Creek within Williams' land involves degradation of the environment, that a principal objective is to protect the environment and that a special objective is to prevent the degradation of the environment. It does not necessarily follow, however, that Sydney Water, in so degrading the environment, has failed to implement the principal or the special objectives. Not every instance of degradation of the environment will cause Sydney Water to breach its principal objective to protect the environment or its special objective to prevent the degradation of the environment. These objectives are of Sydney Water as a statutory authority. It can still have, and implement, these objectives, notwithstanding that on occasion it acts in a way that does not achieve the policy outcomes of the objectives.
In some circumstances, an action might be seen both to achieve and not achieve the policy outcomes of the objectives. The present case is an illustration. The discharges from Penrith STP to Boundary Creek under the Replacement Flows Project are intended to provide replacement flows to improve the environmental health of the Hawkesbury-Nepean River. This action can be seen to achieve the policy outcome of the principal objective of protecting the environment and the policy outcome of the special objective of preventing the degradation of the environment. Yet, these replacement flows cause erosion of the bank of Boundary Creek, a result that may not achieve the policy outcome of either the principal objective or the special objective.
Sydney Water made an evaluative policy decision that the benefits of the replacement flows restoring the environmental health of the Hawkesbury-Nepean River outweighed the costs of the replacement flows causing erosion of the bank of Boundary Creek, so as to implement the principal objective of protecting the environment and the special objective of preventing degradation of the environment. That was a policy decision open to Sydney Water to make. The fact that others might have made a different policy decision does not mean that Sydney Water failed to meet the principal or special objectives.
For these reasons, Williams has not established that Sydney Water breached its operating licence or the SW Act.
Williams disputes Sydney Water's reliance on s 43A of the Civil Liability Act 2002 as a defence to liability under s 177 of the Conveyancing Act. Williams contends that the defence under s 43A is not engaged. The primary reason is that the defence requires Sydney Water to establish that the particular action causing the breach of the duty of care occurred as a result of the exercise of a particular kind of statutory power, so that Sydney Water had statutory authority to breach its duty of care.
The engagement of s 43A of the Civil Liability Act involves two steps: Weber v Greater Hume Shire Council (2019) 100 NSWLR 1; [2019] NSWCA 74 at [44]-[46]. The first step is to identify the basis of Sydney Water's liability relied on by Williams. That liability depended on Sydney Water discharging treated effluent from Penrith STP into Boundary Creek in breach of its duty of care not to do anything in relation to the supporting land within Williams' land that removes the support provided by the supporting land to the supporting land within Williams' land.
The second step is to determine whether that activity of discharging treated effluent to Boundary Creek involved the exercise of a power conferred by statute of a kind that persons generally are not authorised to exercise without specific statutory authority. This second step is required by the terms of s 43A(1) and (2). The section only applies to proceedings for civil liability "to the extent that the liability is based on a public or other authority's exercise of, or failure to exercise, a special statutory power conferred on the authority": s 43A(1). A "special statutory authority" is "a power: (a) that is conferred by or under a statute, and (b) that is of a kind that persons generally are not authorised to exercise without specific statutory authority": s 43A(2). These provisions draw a distinction between those activities that rely for their lawfulness on a statutory power and those activities that can be undertaken in accordance with the general law. Statutory immunity under s 43A is engaged for the former activities but not the latter activities: Weber v Greater Hume Shire Council at [47].
The distinction drawn in s 43A(1) is "between a liability that is 'based on' the exercise of, or failure to exercise, a special statutory power, and an act or omission 'involving' an exercise or failure to exercise such a power": Gales Holdings Pty Ltd v Tweed Shire Council (2013) 85 NSWLR 514; [2013] NSWCCA 382 at [196].
Williams submits that the activity of discharging treated effluent from Penrith STP into Boundary Creek did not involve the exercise of any special statutory power conferred on Sydney Water. True it is that the operating licence granted under s 12 of the SW Act conferred authority on Sydney Water to do many things falling within generic descriptions, such as "disposing of waste water", which would include operating Penrith STP, St Marys AWTP and the Replacement Flows Project. However, that operating licence did not, of itself, authorise Sydney Water to discharge treated effluent into Boundary Creek, nor did any other provision of the SW Act.
Rather, it is the RFP approval granted under Part 3A of the EPA Act and the environment protection licences granted under the POEO Act in respect of Penrith STP that conferred the entitlement to discharge treated effluent into Boundary Creek. These two sources of entitlement to discharge treated effluent into Boundary Creek do not involve the exercise of any "special statutory power" as defined in s 43A(2). The entitlement under the RFP approval and the environment protection licences to discharge treated effluent into Boundary Creek are of a kind that any person who obtains such an approval or licence is authorised to exercise without specific statutory authority under the SW Act.
If, contrary to this submission, s 43A is engaged, Williams submits that the activity of Sydney Water in discharging treated effluent into Boundary Creek was so unreasonable that no authority could properly consider such discharges to be a reasonable exercise of its power: see s 43A(3).
First, Dr Reinfelds, an expert engaged by the Office of the Hawkesbury-Nepean (an independent statutory agency) considered the issue of erosion in Boundary Creek and reviewed reports prepared earlier by Mr Johnston and Worley Parsons/Patterson Britten (both commissioned by Sydney Water). In his report dated 22 February 2011, Dr Reinfelds observed that the reports of Worley Parsons/Patterson Britten had shortcomings. He concluded as follows:
"…it is untenable to argue for a position that substantial increases in baseflow discharges within Boundary Creek arising from the STP, which under current STP discharge rates of 43ML/day represent a 5-6 times increase in annual runoff volumes over natural conditions, have had no effect on channel dimensions, channel bed incision, channel bed erosion, meander migration and pool-riffle geometry. The current STP discharges represent a very large increase in annual runoff volumes over natural conditions within a stream that had never in its recent (Holocene) geological history experienced sustained annual runoff volumes of this magnitude. The STP discharges act in concert with stormwater runoff peaks by extending the duration of sediment transporting flows during such events. Limited field inspections indicate the presence of undercut banks at about the level of observed STP discharges suggesting that the STP discharges are contributing to channel bank erosion."
Sydney Water was aware of Dr Reinfelds' conclusions and did little else beyond obtain yet more reports from Worley Parsons without addressing their shortcomings.
Secondly, Williams submits, at the time Sydney Water sought approval under Part 3A of the EPA Act, two options were considered by Sydney Water for the discharges from the Replacement Flows Project. These two options and Sydney Water's assessment of them were recorded in the Director-General's environmental assessment report on the Replacement Flows Project:
"- discharge from Penrith STP via the existing discharge point into Boundary Creek which flows into the river downstream at Penrith Weir; or
- discharge near where the Warragamba River flows into the Nepean River. This option would have required an additional pipeline to be constructed from the AWTP at St Marys to the Nepean River at Wallacia Bridge."
The Director-General's environmental assessment report continued:
"The assessment [by Sydney Water] of the above options concluded that based on the increased costs for the higher treatment options that would have been required to discharge at Wallacia Bridge and the additional construction impacts and costs associated with 20km of new pipeline between St Marys and Wallacia Bridge, the discharge into the Nepean River downstream of the Penrith Weir was selected as the preferred discharge option. In addition, the risk of transferring increased nutrient loads into the Penrith Weir Pool would not occur for the preferred discharge point."
Williams submits that Sydney Water could have avoided "degradation" of bed and bank stability of Boundary Creek by not discharging the replacement flows into Boundary Creek but nevertheless chose to discharge the replacement flows into Boundary Creek because of "the increased costs" of discharging directly into the Nepean River downstream of Penrith Weir. As against the unquantified additional costs, Sydney Water was aware of the specific and real risk of accelerated degradation by erosion of Boundary Creek. In the Preferred Project Report, Sydney Water stated:
"Boundary Creek currently receives a flow of 22ML/day from Penrith STP. The discharge due to the Project will increase this volume to 50ML/day. The most likely impact on Boundary Creek due to the Project will be the potential for increased erosion of alluvial areas."
Williams submits that Sydney Water chose to save money, notwithstanding its statutory primary objectives and special objectives and the requirement in its operating licence to meet those objectives. That could not be a reasonable exercise of its special statutory power, if indeed there was one.
Sydney Water submits, therefore, that even if the risk of erosion in Boundary Creek was foreseeable, Sydney Water acted reasonably in carrying out its activities in accordance with its approval and environment protection licences that permitted those activities and in investigating the risk of erosion of Boundary Creek as a result of its activities and acted in accordance with expert advice in not taking precautions against that risk. In short, Sydney Water submits it was not negligent.
Sydney Water further submits that, even if negligence were to be found, it was not a necessary condition of the occurrence of the harm to Williams, being the erosion of the bank of Boundary Creek within Williams' land. The onus of establishing factual causation rests on Williams: s 5E of the Civil Liability Act. Factual causation requires proof that Sydney Water's negligence was a condition of the occurrence of the particular harm: s 5D(1)(a) of the Civil Liability Act; Strong v Woolworths Ltd (2012) 246 CLR 182; [2012] HCA 5 at [20], [32]; Patrick Stevedores Operations (No 2) Pty Ltd v Hennessy; FBIS International Protective Services (Aust) Pty Ltd [2015] NSWCA 253 at [95].
Sydney Water submits that Williams has not established that the claimed erosion of the bank of Boundary Creek within Williams' land would not have occurred but for the discharges from Penrith STP or that such erosion would not have produced the same impacts upon Williams' use and enjoyment of its land as are evident or anticipated.
Alternatively, Sydney Water contends that it is relieved of liability by s 43A of the Civil Liability Act. Sydney Water submits that its operation of Penrith STP involves the exercise of "special statutory power" within the meaning of s 43A(2). Sydney Water operates Penrith STP, and the other treatment plants, by conferral of an "area of operations" under s 10 of the SW Act, which could not be varied without Ministerial approval, and this conferral entitles Sydney Water to an "operating licence" issued under ss 12 and 14 of SW Act, authorising the functions under s 5(2) and (3) of the SW Act, with the benefit of environment protection licences obtained under the POEO Act. Accordingly, Sydney Water submits, its activities at Penrith STP involve the exercise of special statutory power.
Sydney Water submits that s 43A(3), once engaged, imposes the equivalent of a Wednesbury unreasonableness test that Williams must satisfy in order to prove that Sydney Water is liable in negligence under s 177 of the Conveyancing Act: see Precision Products (NSW) Pty Ltd v Hawkesbury City Council (2008) 74 NSWLR 102; [2008] NSWCA 278 at [175]; Curtis v Harden Shire Council (2014) 88 NSWLR 10; [2014] NSWCA 314 at [5], [222], [224], [257], [277]-[279]; Roads and Maritime Services v Grant [2015] NSWCA 138 at [35]-[37].
Sydney Water submits, as it did in relation to the alleged breach of the duty of care under s 177 of the Conveyancing Act, that its actions in carrying out its activities in accordance with the RFP approval and environment protection licences, and in investigating and acting on the advice of experts in relation to the risk of erosion to Boundary Creek as a result of discharges form Penrith STP into Boundary Creek, demonstrate the reasonableness of its conduct.
Finally, Sydney Water relies on the common law defence of statutory authority, for similar reasons to those it advanced regarding s 43A of the Civil Liability Act.
Second, the supporting land is the lower bank of Boundary Creek within Williams' land. This is that part of the bank from the bed of Boundary Creek to the maximum water surface level of the flows in Boundary Creek. The level of flows in Boundary Creek fluctuates depending on the sources of flows in the creek. For most of the time, the continual daily discharge of treated effluent from Penrith STP sets the baseflow level in Boundary Creek at the bank within Williams' land. At times of high rainfall, runoff in the catchment as well as additional discharges resulting from stormwater infiltration into the sewage system increases the level of flow in the creek beyond the baseflow level set by the discharge of treated effluent from Penrith STP. This variation in flow from time to time leads to variation in the water surface levels of flow and hence the levels at which the bank of Boundary Creek in Williams' land will be impacted. Nevertheless, it is possible to identify a level up to which the bank of Boundary Creek within Williams' land is affected by flows in Boundary Creek. This fixes the height of the zone of affectation, being the maximum level of flows in Boundary Creek on the bank within Williams' land. The zone of affectation also has a depth. The flows not only contact the surface of the bank but also wet or penetrate the subsurface earthen materials of the bank. The depth of wetting or penetration of the bank at any particular point in time fixes the zone of affectation.
This height and depth together define the zone of affectation of the bank of Boundary Creek within Williams' land. It can be termed the "lower bank". It physically is part of the fluvial feature of the bank of Boundary Creek within Williams' land, but nevertheless is identifiable as a discrete part within that feature. That supporting land can include a part of land is established by s 177(3) of the Conveyancing Act. There, supporting land is defined to include "the natural surface of the land, the subsoil of the land, any water beneath the land, and any part of the land that has been reclaimed."
Third, the supported land is the land above and behind the lower bank (as so understood) that is supported by the lower bank. The lower bank provides support to the earthen materials in the bank of Boundary Creek above it and behind it. If the lower bank is removed, the earthen materials above and behind that part of the lower bank that is removed will fall downwards or outwards into the bed of Boundary Creek.
Fourth, Sydney Water's action of discharging treated effluent from Penrith STP into Boundary Creek, from whence it flows downstream to erode the bank of Boundary Creek in Williams' land, is "in relation to" the supporting land of the lower bank. The phrase "in relation to" is wide enough to embrace not only a direct connection between an action (doing anything) and the supporting land (such as the direct action of a trespass) but also an indirect connection between an action and the supporting land (such as the indirect action of nuisance). Here, the connection is indirect but nevertheless causally established. Treated effluent discharged at Penrith STP into Boundary Creek ineluctably must flow downstream to impact on the bank of Boundary Creek within Williams' land.
Fifth, Sydney Water's actions of discharging treated effluent from Penrith STP into Boundary Creek is a cause of the removal of the support provided by the lower bank of Boundary Creek within Williams' land to the land above and behind the lower bank. The flow of discharged treated effluent is a cause of the erosion of the lower bank, which in turn removes the support the lower bank provides to the land above and behind the lower bank.
Sydney Water, therefore, was and is under a duty of care under s 177(2) not to do anything on or in relation to the supporting land of the lower bank that removes the support provided by the supporting land to the supported land.
The second question is whether Sydney Water breached this duty of care. The duty of care under s 177(2) is a duty to take reasonable care not to do anything in relation to the supporting land that removes the support provided by the supporting land to the supported land. A person breaches this duty of care, that is, a person is negligent, if the person fails to take precautions against the relevant risk of harm, which is the removal of support that the supporting land provides to the supported land. Establishing that a person has breached this duty of care, that the person is negligent, involves establishing that:
1. the risk of harm (here, the risk of removal of support that the supporting land provides to the supported land) was foreseeable (that is, it is a risk of which Sydney Water knew or ought to have known),
2. the risk was not insignificant, and
3. in the circumstances, a reasonable person in Sydney Water's position would have taken those precautions: s 5B(1) of the Civil Liability Act.
In determining whether a reasonable person in Sydney Water's position would have taken precautions against the risk of harm, the Court is to consider, amongst 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, and
(d) the social utility of the activity that creates the risk of harm": s 5B(2) of the Civil Liability Act.
I find Sydney Water was negligent in failing to take precautions against the risk that its actions of discharging treated effluent from Penrith STP into Boundary Creek will cause or are likely to cause harm by removing the support that the supporting land of the lower bank provides to the supported land above and behind the lower bank.
The risk of this harm was foreseeable. Sydney Water knew or ought to have known that the daily discharge of treated effluent from Penrith STP, in the volume and the manner of discharge, risked eroding the lower bank of Boundary Creek within Williams' land. This risk was identified in the Environmental Assessment and the Preferred Project Report for the project. The latter report, in addressing the concern raised in submissions regarding the impacts of the project on Boundary Creek, identified: "The most likely impact on Boundary Creek due to the Project will be the potential for increased erosion of alluvial areas". This risk of increased erosion was met by Sydney Water making a commitment in its Statement of Commitments that: "No degradation of bed or bank stability would occur within Boundary Creek downstream of Penrith STP as a result of the Project." Sydney Water accepted that it and its contractors "will be required to deliver and operate the project in accordance with" this commitment. The RFP approval, by a condition of approval, required Sydney Water to comply with the obligations in the Statement of Commitments, including the commitment not to cause degradation of bed or bank stability of Boundary Creek as a result of the project.
All of these documents, the Environmental Assessment, the Preferred Project Report, the Statement of Commitments and the RFP approval, establish that the risk of harm to the bank of Boundary Creek from the discharges from Penrith STP was foreseeable.
After the grant of approval and the commencement of operations of the Replacement Flows Project, Sydney Water was put on notice that the discharges from Penrith STP into Boundary Creek were contributing to channel bank erosion. Sydney Water Sydney Water was served in 2011 with a report of Dr Reinfelds, an expert engaged by the Office of the Hawkesbury-Nepean, that considered the erosion of Boundary Creek. Dr Reinfelds' report was telling. The discharges from Penrith STP into Boundary Creek "represent a very large increase in annual runoff volumes over natural conditions within a stream that had never in its recent (Holocene) geological history experienced sustained annual runoff volumes of this magnitude" and that the discharges "act in concert with stormwater runoff peaks by extending the duration of sediment transporting flows during such events." Dr Reinfelds' limited field inspections established a causal connection between Penrith STP discharges and bank erosion: "Limited field inspections indicate the presence of undercut banks at about the level of observed STP discharges suggesting that the STP discharges are contributing to channel bank erosion". Again, Dr Reinfelds' report establishes that the risk of harm to the bank of Boundary Creek from the discharges from Penrith STP was foreseeable.
Sydney Water's actions in commissioning reports from other experts, who downplayed the contribution of discharges from Penrith STP to the observed bank erosion in Boundary Creek, did not diminish the foreseeability of the risk of harm. The hurdle of foreseeability is undemanding. As Mason J observed in Wyong Shire Council v Shirt (1980) 146 CLR 40 at 47:
"[W]hen we speak of a risk of injury as being 'foreseeable' we are not making any statement as to the probability or improbability of its occurrence, save that we are implicitly asserting that the risk is not one that is far-fetched or fanciful. Although it is true to say that in many cases the greater the degree of probability of the occurrence of the risk the more readily it will be perceived to be a risk, it certainly does not follow that a risk which is unlikely to occur is not foreseeable."
Thus, the fact that the experts who Sydney Water commissioned opined that it was unlikely that the discharges from Penrith STP were the cause of the erosion of the bank of Boundary Creek does not establish that the risk of those discharges causing that harm was not foreseeable.
This foreseeable risk of harm to the bank of Boundary Creek was not insignificant. As Mr Warry's survey evidence establishes, significant erosion of the bank of Boundary Creek within Williams' land has occurred and continues to occur. The erosion scarp is now approaching the curtilage of the buildings on Williams' land.
In the circumstances, a reasonable person in the position of Sydney Water would have taken precautions against this foreseeable risk of harm to the bank of Boundary Creek within Williams' land. In determining the precautions a reasonable person in the position of Sydney Water would take, the court is to consider the matters in s 5B(2) of the Civil Liability Act. These matters echo the considerations at common law. In Wyong Shire Council v Shirt at 47-48, Mason J summarised the matters that a court will consider in determining what a reasonable person would do by way of response to a foreseeable risk of injury to the plaintiff:
"The perception of the reasonable man's response calls for a consideration of the magnitude of the risk and the degree of the probability of its occurrence, along with the expense, difficulty and inconvenience of taking alleviating action and any other conflicting responsibilities which the defendant may have. It is only when these matters are balanced out that the tribunal of fact can confidently assert what is the standard of response to be ascribed to the reasonable man placed in the defendant's position."
In the present case, a reasonable person in the position of Sydney Water would have taken precautions against this risk of harm having regard to the high probability that the harm to the bank of Boundary Creek within Williams' land would occur if care were not taken and the likely seriousness of this harm: see s 5B(2)(a) and (b) of the Civil Liability Act. As I have earlier noted, the substantial increases in baseflow discharges within Boundary Creek arising from the Replacement Flows Project was found by Dr Reinfelds, shortly after the project commenced, to be contributing to channel bank erosion in Boundary Creek. That erosion has only increased in the ensuing decade as Mr Warry's survey evidence details. Significant areas of Williams' land have been eroded and the curtilage of buildings on Williams' land is now at risk of being eroded.
The burden of taking precautions to avoid the risk of harm (s 5B(2)(c)) includes the burden of taking precautions to avoid similar risks of harm for which the person may be responsible (s 5C(a) of the Civil Liability Act). In the case of Sydney Water, there was a range of precautions that could have been taken to avoid or minimise the risk of harm, at varying levels of expense, difficulty and inconvenience (collectively, the cost) to Sydney Water. In evaluating whether the cost of taking a particular precaution is justifiable to incur, the cost needs to be balanced against the probability that the harm would occur if the precaution were not taken and the likely seriousness of the harm if the precaution were not taken, both of which inform an assessment of the benefit of taking the precaution.
Such a cost-benefit assessment of taking or not taking a precaution to avoid or minimise the risk of harm needs to be undertaken from the perspective of a reasonable person in the position of the defendant. Here, the inquiry is what a reasonable person would do in the position of Sydney Water. This entails consideration of the functions that are imposed on Sydney Water by the SW Act and any other Act and the conditions governing the exercise of these functions.
Under the SW Act, Sydney Water is required to exercise its functions consistent with the principal and special objectives of Sydney Water. These objectives may only impose imperfect obligations with political rather than legal force, as I have earlier found, but they nevertheless can inform what a reasonable person in Sydney Water's position might determine should be the standard of response to the foreseeable risk of harm. As was observed in X (Minors) v Bedfordshire County Council [1995] 2 AC 633 at 739 "the question whether there is such a common law duty and if so its ambit, must be profoundly influenced by the statutory framework within which the acts complained of were done."
One of the principal objectives of Sydney Water is to protect the environment by conducting its operations in compliance with the principles of ecologically sustainable development: s 21(1)(b) of the SW Act. Two of these principles are the precautionary principle and the polluter pays principle.
The precautionary principle is that "if there are threats of serious or irreversible environmental damage, lack of full scientific certainty should not be used as a reason for postponing measures to prevent environmental degradation." In the application of the precautionary principle decisions should be guided by:
"(i) careful evaluation to avoid, wherever practicable, serious or irreversible damage to the environment, and
(ii) an assessment of the risk-weighted consequences of various options": see s 8(2)(a) of the Protection of the Environment Administration Act.
The polluter pays principle is that "those who generate pollution and waste should bear the cost of containment, avoidance and abatement": s 8(2)(d)(i) of the Protection of the Environment Administration Act. Implementation of the polluter pays principle involves internalisation of external environmental and economic costs.
A reasonable person in the position of Sydney Water, in assessing the benefits and burdens of taking precautions to avoid or mitigate the risk of harm, would consider this principal objective to protect the environment by conducting its operations in compliance with the principles of ecologically sustainable development, including the precautionary principle and the polluter pays principle.
One of the precautions a reasonable person in Sydney Water's position would consider taking involves changing the point of discharge of the highly treated recycled water into the Nepean River from Boundary Creek to Wallacia Bridge. It is to be remembered that this highly treated recycled water is to provide replacement flows for the Hawkesbury-Nepean River. Discharging the replacement flows to Boundary Creek, which flows to the Nepean River downstream of the Penrith Weir, was only one option for achieving this goal. As I have earlier noted, Sydney Water in the Environmental Assessment and the Preferred Project Report did consider options for discharging the highly treated recycled water from St Marys AWTP. One of the options involved discharging near where the Warragamba River flows into the Nepean River. This option would have required an additional pipeline to be constructed from St Marys AWTP to the Nepean River at Wallacia Bridge. This option was not preferred by Sydney Water due to the additional construction impacts and costs associated with the new pipeline. Instead, Sydney Water preferred to use the existing discharge point from Penrith STP into Boundary Creek.
Sydney Water's preferred option, however, still involved costs, but these were to be borne by others rather than Sydney Water. These costs are what is referred to in economics as an externality. An externality is a cost or benefit caused by a producer that is not financially incurred or received by that producer. An externality can be negative (a cost) or positive (a benefit). In this case, Sydney Water's actions in discharging treated effluent into Boundary Creek caused a negative externality. It involved transferring the environmental and economic costs of erosion of the bank of Boundary Creek within Williams' land caused by Sydney Water's discharge of treated effluent into Boundary Creek onto Williams as the landowner. Sydney Water has saved incurring the costs of discharging the replacement flows into the Nepean River at the alternative location of Wallacia Bridge and, by instead discharging the replacement flows into Boundary Creek, has imposed costs on the downstream landowners whose land is being eroded by the discharged replacement flows.
The polluter pays principle involves internalisation of negative externalities: "those who generate pollution and waste should bear the cost of containment, avoidance or abatement": s 6(2)(d)(i) of the Protection of the Environment Administration Act. One way in which Sydney Water could avoid causing the negative externality of the environmental and economic costs of the discharge of replacement flows is to change the location of the discharge point from Boundary Creek to the Nepean River at Wallacia Bridge. Internalisation of the negative externality would change Sydney Water's economic calculus, potentially rendering the option of constructing a new pipeline from St Marys AWTP to enable the discharge of replacement flows into the Nepean River at Wallacia Bridge a more cost effective option than the option of the discharge of replacement flows from Penrith STP into Boundary Creek. A reasonable person in the position of Sydney Water would, in properly assessing the costs and benefits of the Replacement Flows Project and internalising the external environmental and economic costs of the discharge of replacement flows, may well have adopted the option of discharging replacement flows to the Nepean River at Wallacia Bridge instead of discharging replacement flows to Boundary Creek, which flows into the Nepean River further downstream. Adoption of that option would have avoided the foreseeable risk of harm to the bank of Boundary Creek within Williams' land.
Alternatively, if the option of discharging replacement flows from Penrith STP into Boundary Creek were to be adopted, a reasonable person in Sydney Water's position would have taken precautions to prevent or mitigate the risk of harm to the bank of Boundary Creek within Williams' land. These precautions might include undertaking bank stabilisation and protection works to prevent or mitigate erosion of the bank by the replacement flows discharged from Penrith STP into Boundary Creek. Sydney Water had undertaken bank stabilisation and protection works to protect the bank of Boundary Creek at the point of discharge from Penrith STP, but not in the zone of affectation in Williams' land. A reasonable person in Sydney Water's position, adopting the precautionary principle and the polluter pays principle, would determine that the burden of taking the precaution of undertaking bank stabilisation and protection works to avoid the risk of harm to the bank of Boundary Creek within Williams' land, was reasonable.
The identification of these precautions to avoid or minimise the risk of harm does not, of itself, establish Sydney Water's liability in negligence. As s 5C(b) of the Civil Liability Act provides, "the fact that a risk of harm could have been avoided by doing something in a different way does not of itself give rise to or affect liability for the way the thing was done". Here, however, the precautions of changing the point of discharge of replacement flows away from Boundary Creek so as to avoid causing erosion of the bank of Boundary Creek or undertaking bank stabilisation and protection works in Boundary Creek to prevent or mitigation erosion of the bank of Boundary Creek are precautions a reasonable person in Sydney Water's position would have taken to avoid or mitigate the risk of this harm.
Whilst there is social utility in the Replacement Flows Project, including in improving river health by restoring flows to the Hawkesbury-Nepean River, this social utility could be achieved consonant with taking precautions to avoid the risk of harm. Sydney Water could have avoided any risk of harm to the bank of Boundary Creek by adopting the option of discharging the replacement flows from St Marys AWTP to the Nepean River at Wallacia Bridge. Alternatively, if the replacement flows were to be discharged from Penrith STP into Boundary Creek, bank stabilisation and protection works could have been undertaken to avoid or mitigate harm to the bank of Boundary Creek. Either way, the social utility of the project could still be enjoyed, but without creating the unacceptable risk of harm.
The third question is that of factual causation, that Sydney Water's negligence was a necessary condition of the occurrence of harm: s 5D(1)(a) of the Civil Liability Act.
The question of factual causation, unlike the preceding questions of duty and breach of duty, is "wholly retrospective. It seeks to identify what happened and why": Vairy v Wyong Shire Council (2005) 223 CLR 422; [2005] HCA 62 at [124]; Warth v Lafsky [2014] Aust Torts Rep 82-166; [2014] NSWCA 94 at [61]. Proper identification of the harm caused "should usually point the way to the acts or omissions which were its cause": Hunt & Hunt Lawyers (A firm) v Mitchell Morgan Nominees Pty Ltd (2013) 247 CLR 623; [2013] HCA 10 at [43]. Causation is a question of fact to be answered by ordinary common sense and experience: March v E & MH Stramare Pty Ltd (1991) 171 CLR 506 at 515, 522 and 524; [1991] HCA 12.
In proving that the negligent act or omission caused the harm:
"All that is necessary is that, according to the course of common experience, the more probable inference appearing from the evidence is that a defendant's negligence caused the injury or harm. 'More probable' means no more than that, upon a balance of probabilities, such an inference might reasonably be considered to have some greater degree of likelihood; it does not require certainty.": Tabet v Gett (2010) 240 CLR 537; [2010] HCA 12 at [111].
Williams bears the onus of proving, on the balance of probabilities, that Sydney Water's negligence was a necessary condition of the occurrence of the harm: s 5E of the Civil Liability Act and Wallace v Kam (2013) 250 CLR 375; [2013] HCA 19 at [14].
The test of factual causation under s 5D(1)(a) of the Civil Liability Act is a statutory statement of the "but for" test of causation: it "involves nothing more or less than the application of a 'but for' test of causation": Wallace v Kam at [16]; Strong v Woolworths Ltd (2012) 246 CLR 182; [2012] HCA 5 at [18]. The test of factual causation requires proof that the defendant's negligence was a "necessary condition" of the occurrence of the particular harm. The concept of a condition that is necessary to an occurrence is a statutory adaptation of John Stuart Mill's theory that the cause of an event is the sum of the conditions which are jointly sufficient to produce it: March v E & MH Stramare Pty Ltd at 529-530. As explained in Strong v Woolworths Ltd at [20]:
"A necessary condition is a condition that must be present for the occurrence of the harm. However, there may be more than one set of conditions necessary for the occurrence of particular harm and it follows that a defendant's negligent act or omission which is necessary to complete a set of conditions that are jointly sufficient to account for the occurrence of the harm will meet the test of factual causation within s 5D(1)(a). In such a case, the defendant's conduct may be described as contributing to the occurrence of the harm."
In the present case, the harm is the erosion of the bank of Boundary Creek within Williams' land by the flows in Boundary Creek. The flows in Boundary Creek have different sources, but the dominant source of flows in the creek is the discharge of highly treated recycled water from Penrith STP into Boundary Creek. The discharge of highly treated recycled water into Boundary Creek is a deliberate act of Sydney Water in implementation of its Replacement Flows Project. Sydney Water's negligence lies in it failing to take precautions to avoid the risk of this harm occurring. The precautions could have involved either not discharging the highly treated recycled water into Boundary Creek but instead discharging it into the Nepean River at Wallacia Bridge or undertaking bank stabilisation and protection works in Boundary Creek to protect the bank from erosional processes.
Proof of the causal link between an omission to take precautions to avoid the risk of harm and the occurrence of harm "requires consideration of the probable course of events had the omission not occurred": Strong v Woolworths Ltd at [32].
In the present case, I am satisfied that Williams has proven, on the balance of probabilities, that Sydney Water's failure to take either type of precaution was one of a set of conditions necessary for the occurrence of the harm. As to the first precaution of not discharging the replacement flows into Boundary Creek but rather discharging replacement flows elsewhere, the evidence on causation I have earlier addressed establishes that the baseflow discharges from Penrith STP, occasionally topped up by higher volume discharges in times of high rainfall, is a necessary condition of the occurrence of the harm of erosion of the bank of Boundary Creek within Williams' land. If Sydney Water had not discharged the replacement flows via Boundary Creek but instead into the Nepean River at Wallacia Bridge, the substantial increase in flows in Boundary Creek arising from Penrith STP discharges would not have occurred and erosional events would have been limited to when there was runoff from the catchment in times of high rainfall. These occasional events would have caused materially less erosion than has actually occurred as a result of the discharge of replacement flows from Penrith STP. As to the precaution of undertaking bank stabilisation and protection works, the very purpose of such works is to prevent or mitigate erosion of the bank of Boundary Creek. If they were constructed to be fit for purpose, such works would have avoided or mitigated the harm of erosion of the bank of Boundary Creek within Williams' land.
The fourth question concerns the scope of liability, that it is appropriate for the scope of Sydney Water's liability to extend to the harm actually caused to the bank of Boundary Creek within Williams' land: s 5D(1)(b) of the Civil Liability Act. Sydney Water did not contend that there was any reason why its liability should not so extend if factual causation was established.
In these circumstances, Williams has established duty of care, breach of duty, factual causation, and scope of liability. Sydney Water is therefore liable in negligence for breach of its duty of care under s 177 of the Conveyancing Act.
This distinction is driven home by the requirement in s 43A(1) that the liability "is based on" the exercise or failure to exercise the special statutory power conferred on the public or other authority. As Emmett JA observed in Gales Holdings Pty Ltd v Tweed Shire Council at [196]:
"A clear distinction is drawn in the legislation between a liability that is 'based on' the exercise of, or failure to exercise, a special statutory power, and an act or omission 'involving' an exercise or failure to exercise such a power."
In the present case, the act of discharging treated effluent from Penrith STP into Boundary Creek did not require the exercise of any special statutory power as defined in s 43A(2) of the Civil Liability Act. The statutory authorisation for this discharge into Boundary Creek was sourced not in the SW Act or the operating licence granted under the SW Act but rather in the RFP approval granted under the EPA Act and the environment protection licences granted under the POEO Act. Those latter authorisations are of a kind that any person can obtain by making an application and being granted an approval under the EPA Act or an environment protection licence under the POEO Act. Such statutory authorisations are not reserved for a public or other authority generally or the state owned corporation of Sydney Water particularly.
Of course, Sydney Water, as a creature of statute, has no powers other than those conferred or imposed on it by the SW Act or any other Act. Hence, Sydney Water's operation of Penrith STP and St Marys AWTP generally is reliant on the powers conferred or imposed on Sydney Water by the SW Act or any other Act. Nevertheless, the particular act of discharging treated effluent from Penrith STP into Boundary Creek was not "based on" the exercise of these general statutory powers under the SW Act or operating licence but rather by acting in accordance with the RFP approval and the environment protection licences.
As I have earlier explained, Sydney Water is constituted under the SW Act (s 4(1)) and has the functions conferred or imposed on it by the SW Act or any other Act (s 5(1)). The principal functions of Sydney Water are those referred to in s 12 and that are the subject of one or more operating licences (s 5(2)). Section 12(1) empowers the Governor to grant operating licences "to enable" Sydney Water, in the area of operations specified under s 10, "to provide, construct, operate, manage or maintain systems or services" for, amongst other things, providing sewerage services and disposing of waste water. The grant of an operating licence is discretionary (the Governor "may" grant an operating licence) and an operating licence so granted enables Sydney Water to provide the specified systems or services in the area of operations ("to enable"), but neither is required to be done. The SW Act does not oblige Sydney Water to provide any particular system or service.
In particular, the SW Act does not oblige Sydney Water to provide, construct, operate, manage or maintain Penrith STP, St Marys AWTP or the Replacement Flows Project. Those particular systems or services may well fall within the ambit of the systems or services for providing sewerage services or disposing of waste water that Sydney Water has the function to provide in the area of operations, but Sydney Water is not under any statutory obligation to provide those particular systems or services at those locations of Penrith and St Marys or with the scope and features that Penrith STP, St Marys AWTP and the Replacement Flows Project have.
Consider the Replacement Flows Project as an illustration of this point. There is no statutory obligation on Sydney Water to undertake any project to provide replacement flows to the Nepean River or to undertake the particular Replacement Flows Project that Sydney Water preferred. Sydney Water could have operated Penrith STP in the manner it had in the past by undertaking tertiary treatment of the effluent without transferring the tertiary treated effluent to St Marys AWTP for further treatment. Moreover, there was no statutory obligation for the highly treated recycled water produced by St Marys AWTP, the output of further treating the tertiary treated effluent transferred from not only Penrith STP but also Quakers Hill STP, to be transferred back to Penrith STP for discharge to the Nepean River via Boundary Creek. One of the options for disposal of the highly treated recycled water produced by St Marys AWTP was to transfer it by a new pipeline for discharge into the Nepean River at Wallacia Bridge.
Equally, the operating licence granted under the SW Act does not oblige Sydney Water to provide any particular system or service in the area of operations, including Penrith STP, St Marys AWTP or the Replacement Flows Project. It may be accepted that the operating licence does specify the "Licence authorisation" (in s 1.2.1) to be that: "This Licence is granted to enable and require Sydney Water to provide, construct, operate, manage and maintain efficient, co-ordinated and commercially viable systems for providing services within the Area of Operations." The "Area of Operations" is essentially the Sydney metropolitan area (see Schedule 1 to the operating licence). The "Services" are defined broadly in terms of the systems and services described in s 12 of the SW Act, including providing sewerage services and disposing of waste water. No particular system or service is expressly nominated in the operating licence, including Penrith STP, St Marys AWTP or the Replacement Flows Project. The licence authorisation "to enable and to require" Sydney Water to provide such generally described systems and services and not any expressly nominated system or service, therefore, does not impose any legal obligation on Sydney Water to provide any particular system or service, such as Penrith STP, St Marys AWTP or the Replacement Flows Project.
Accordingly, neither the SW Act nor the operating licence granted under the SW Act provides the statutory authorisation for Sydney Water to discharge treated effluent from Penrith STP into Boundary Creek. Instead, the sources of statutory authorisation for this discharge are the RFP approval granted under the EPA Act and the environment protection licences granted under the POEO Act.
This can starkly be seen by contemplating the situation if Sydney Water did not have an approval under Part 3A of the EPA Act or an environment protection licence under the POEO Act authorising the discharge of treated effluent into Boundary Creek. Any such discharge would be unauthorised and unlawful, notwithstanding Sydney Water's functions conferred or imposed under the SW Act and any operating licence granted under the SW Act to provide the systems and services in the area of operations of providing sewage services and disposing of waste water. The exercise of those functions under the SW Act is legally insufficient to authorise the discharge of treated waste into Boundary Creek.
So far I have been focusing on whether Sydney Water's liability is based on an exercise of a special statutory power. The same conclusion can be reached if the focus is shifted to Sydney Water's failure to exercise a special statutory power. Sydney Water's liability depends on Sydney Water's failure to undertake precautions to avoid the risk of harm by discharges from Penrith STP eroding the bank of Boundary Creek within Williams' land. Sydney Water's failure to undertake precautions to avoid the risk of harm, upon which liability was based, did not involve the failure to exercise any special statutory power conferred on Sydney Water.
It follows that neither the act of Sydney Water of discharging treated effluent from Penrith STP into Boundary Creek, nor the omission of failing to undertake precautions to avoid the risk of harm to the bank of Boundary Creek in Williams' land, upon which Sydney Water's liability was based, involved the exercise or the failure to exercise any special statutory power conferred on Sydney Water. Section 43A of the Civil Liability Act is therefore not engaged.
The defence of statutory authority, therefore, requires that the interference with private rights that founds liability at common law be the inevitable result or consequence of carrying out the authorised undertaking or activity. If the interference with private rights was an inevitable result or consequence of carrying out the authorised undertaking or activity, the defendant will only be liable if, in the exercise of, or failure to exercise, its statutory powers, it acted negligently: Blacktown City Council v Alamdo Holdings Pty Ltd (2005) 223 CLR 660; [2005] HCA 46 at [16], referring with approval to the line of English authority summarised in Marcic v Thames Water Utilities Ltd [2002] QB 929 at 988; Southern Properties (WA) Pty Ltd v Executive Director, Department of Conservation and Land Management (2012) 42 WAR 287; [2012] WASCA 79 at [121].
In considering whether the interference with private rights that founds liability is inevitable, a distinction needs to be drawn between statutory provisions that require a specified activity be carried out and provisions that permit, but do not require, a specified activity to be carried out. The test of inevitability operates differently in these two situations:
"In the former case there is no separate requirement of inevitability; any nuisance resulting from the activity will be authorised unless it is caused by negligence on the part of the person conducting the activity. All that is required is that the specified activity be executed (performed) with reasonable care. See Trindade, Cane and Lunney, The Law of Torts in Australia (4th ed) at [4.1.6.3].
Where the statute permits the specified activity to be carried out, it must be shown that what the legislation authorised could not be done without creating a nuisance and that the nuisance was not caused by negligence. The inevitability limb focuses attention, not on the execution of the specified activity, but on the decisions relating to whether, when or how to undertake the authorised activity. Thus, if the creation of a nuisance could have been avoided by the proper exercise of the statutory power (ie one that is consistent with its scope and purpose(s)), the defence will fail even in the absence of negligence: Melaleuca Estate Pty Ltd v Port Stephens Council (2006) 143 LGERA 319 at [48]-[57].": Southern Properties (WA) Pty Ltd v Executive Director, Department of Conservation and Land Management at [122], [123].
In construing the statute to determine whether it authorises the carrying out of the undertaking or activity, the Court applies three "cardinal rules" of construction:
"Firstly, the statute will not be construed to authorize an interference with common law rights without compensation without unambiguous and compelling language. It is for the Parliament to make its will in this respect plain. It is not for the courts to search out implications which so displace or reduce common law rights. Secondly, a statute only authorizes those acts which it expressly nominates and those acts and matters which are necessarily incidental to the acts so expressly authorized or to their execution. Thirdly, a statute which authorizes the doing of an act or the performance of a work in general only authorizes it to be done in a careful manner. If the authority is to extend to a careless execution of an authorized act, the plainest of language must be used.": Benning v Wong at 256.
The third rule of construction has two aspects:
"The third proposition has two aspects: firstly, a person who has to justify his otherwise tortious act by an assertion of statutory authority must show as part of his justification in defence that he did the authorized act skilfully and carefully: secondly, the statutory authority to do the authorized act imports a duty of care towards persons who are, or whose property is, likely to be affected by the performance of the act. But a person injured in his person or property by such an act who has no other cause of action than the breach of this duty of care must establish that breach.": Benning v Wong at 256.
This third rule of construction is "the obverse of the proposition that a statute authorises matters necessarily incidental to the performance of the act expressly authorised. What can be avoided by skill and care is not necessary in this connexion. Or put another way, the statute operates to protect the actor only from those consequences of the act which the statute has authorised him to do which cannot be avoided by the exercise of due care": Benning v Wong at 256.
In the present case, there are two sets of statutory authority for Sydney Water to operate Penrith STP and St Marys AWTP and carry out the Replacement Flows Project.
The higher order sources of authority are the SW Act and the operating licence granted under that Act enabling Sydney Water to provide sewerage services and dispose of waste water in the area of operations. As I explained when dealing with the defence under s 43A of the Civil Liability Act, the SW Act merely permits, but does not require, Sydney Water to provide, construct, operate, manage or maintain the particular systems or services of Penrith STP, St Marys AWTP and the Replacement Flows Project. The SW Act merely enables Sydney Water to provide, construct, operate, manage or maintain systems or services for providing sewerage services or disposing of waste water in the area of operations but does not require Sydney Water to provide any particular system or service. The SW Act also does not authorise, by express direction or necessary implication, any interference with common law rights in Sydney Water providing the systems and services that it is enabled to provide by the operating licence.
Equally, the operating licence granted to Sydney Water, which is a statutory instrument, neither obliges Sydney Water to provide any particular system or service in the area of operations, nor authorises any interference with common law rights in Sydney Water providing the systems and services it is enabled to provide by the operating licence.
The more particular sources of authority to operate Penrith STP and St Marys AWTP and to carry out the Replacement Flows Project are the RFP approval granted under the EPA Act and the environment protection licences granted under the POEO Act. Again, the EPA Act and the POEO Act, and the RFP approval and the environment protection licences granted under them, permit, but do not require, the discharge of treated effluent from Penrith STP into Boundary Creek.
Starting with the statutes themselves, neither the EPA Act nor the POEO Act, expressly require Sydney Water to provide any system or service, or carry out any development or activity. Those statutes regulate the carrying out of developments or activities, including by prohibiting the carrying out of developments or activities, but enable the lifting of the prohibition by the making of an application seeking and the grant of the relevant form of statutory permission for the carrying out of a particular development or activity. The statutes are of general application to all persons carrying out any development or activity. They do not expressly nominate or expressly authorise the carrying out of any particular development or activity by any person, including Sydney Water.
Turning to the RFP approval and the environment protection licences granted under those Acts to Sydney Water, neither statutory permission obliges Sydney Water to carry out the development or activity the subject of the statutory permission. True it is that if Sydney Water chooses to carry out the development or activity it must do so in accordance with the terms of the RFP approval and environment protection licences, including any conditions. But that obligation does not mean that there is any obligation to carry out the development or activity in the first place.
This flows from the nature of the statutory schemes. Planning or environment legislation, such as the EPA Act and POEO Act, take away the proprietary right of a landowner to carry out developments or activities on their land without approval but enable a landowner to apply for and obtain approval, to carry out a particular development or activity on their land: Lloyd v Robinson (1962) 107 CLR 142 at 154 [1962]; HCA 36; Western Australian Planning Commission v Temwood Holdings Pty Ltd (2004) 221 CLR 30; [2004] HCA 63 at [50], [51], [116]. The grant of approval removes the statutory prohibition on carrying out the particular development or activity without approval: Coventry v Lawrence [2014] AC 822; [2014] UKSC 13 at [89]. As Handley JA observed in Auburn Council v Nehme (1999) 106 LGERA 19; [1999] NSWCA 383 at [25], a development consent "is a particular licence to carry out development which is conditionally prohibited by a planning instrument. Its function is merely to make lawful development which is prohibited by that instrument without consent."
An approval is permissive not obligatory. It permits the landowner to carry out the particular development or activity that has been approved, but does not oblige the landowner to do so. In the case of a development consent or approval under the EPA Act, the landowner can choose not to physically commence the development or activity, but instead to let the consent or approval lapse: s 4.53(4) and (5) of the EPA Act. If, however, the landowner chooses to commence the development or activity, the landowner must carry out the development or activity in accordance with the consent or approval: see s 4.2(1)(b) of the EPA Act. Hence, the obligation to carry out the development or activity in accordance with the consent or approval, including any conditions of the consent or approval, is only triggered if and when the landowner chooses to commence the development or activity: Rao v Canterbury City Council (2000) 112 LGERA 360; [2000] NSWCCA 471 at [75].
Furthermore, neither the RFP approval nor the environment protection licences authorise, by express direction or necessary implication, any interference with common law rights in Sydney Water carrying out the development or activity that Sydney Water is permitted to carry out by the RFP approval or environment protection licences.
Under planning law, the grant of a planning permission to carry out a particular development or activity does not make that development or activity lawful for all purposes, but instead only lawful for the statute under which the permission was granted: Coventry v Lawrence at [89]. The grant of a permission to carry out development on one property does not deprive the owner of a neighbouring property of the right to object to an interference with the neighbouring owner's private rights, without providing compensation: Coventry v Lawrence at [90], [92] and Barr v Biffa Waste Services Pty Ltd [2013] QB 455; [2012] EWCA 312 at [46(2)]. The mere fact that the development or activity which is claimed to give rise to an interference with the plaintiff's private rights has the benefit of a planning permission is normally of no assistance to the defendant in a claim brought by the plaintiff who contends the carrying out of the development or activity interferes with the plaintiff's private rights, such as by causing a nuisance: Coventry v Lawrence at [94].
The power of a planning authority to grant permission to carry out a development or activity is concerned with the public interest in development and land use, as that interest is defined in the planning legislation, not to enforce or override private rights, such as arise from the law of tort: Coventry v Lawrence at [156]. There is a fundamental difference between planning law and the law of tort: "The former exists to protect and promote the public interest, whereas the latter protects the rights of particular individuals": Coventry v Lawrence at [193]. Whilst the grant of a permission under planning law may cause an interference with the use and enjoyment of neighbouring properties, it does not deprive the property owner of the right at common law to object to this interference.
In the present case, the grant of the RFP approval under the EPA Act and the environment protection licences under the POEO Act did not deprive Williams of its right to object to interference with its property rights by Sydney Water operating Penrith STP or St Marys AWTP, or carrying out the Replacement Flows Project, and in particular by Sydney Water discharging treated effluent from Penrith STP into Boundary Creek, in accordance with the RFP approval and environment protection licences.
Accordingly, both sets of statutory authority - the SW Act and the operating licence granted under the SW Act, and the EPA Act and the POEO Act and the approval and environment protection licences granted under these Acts - only permit, but do not require, Sydney Water to operate Penrith STP and St Marys AWTP and carry out the Replacement Flows Project, and in particular to discharge treated effluent into Boundary Creek.
The inevitability test therefore focuses attention, not on these activities of operating these plants or carrying out the Replacement Flows Project or discharging treated effluent into Boundary Creek, but rather on whether, when or how to carry out the authorised activities. Sydney Water was required, as a condition of obtaining immunity from action, to carry out the activities without negligence, in the special sense explained in Allen v Gulf Oil Refining Ltd at 1011, of conducting the operation "with all reasonable regard and care for the interests of other persons".
It is here that the difficultly I flagged earlier, of raising the defence of statutory authority in answer to a claim in negligence, arises. It is for the defendant who raises the defence of statutory authority to show that the authorised activity was undertaken with reasonable care: Benning v Wong at 256-257, 274, 308, 323, 325 and Allen v Gulf Oil Refining Ltd at 1013. A failure to exercise this reasonable care in the carrying out of the authorised activity involves negligence in the "special sense" explained in Allen v Gulf Oil Refining Ltd, and not the sense it is used in the action in negligence: Melaleuca Estate Pty Ltd v Port Stephens Council at [48]-[58]. The defendant is protected only from those consequences of an activity which the statute has authorised the defendant to carry out, which cannot be avoided by the exercise of responsible care. If the consequence of the activity, such as interference with the plaintiff's private rights, could have been avoided by the exercise of reasonable care, the defence will fail. What can be avoided by reasonable care is not necessarily incidental to the carrying out of the authorised activity and hence not an inevitable consequence.
Although this sense of negligence used in the test of inevitability differs from negligence as a cause of action, there will nevertheless be a close relationship on the facts between the two concepts: Melaleuca Estate Pty Ltd v Port Stephens Council at [50]. If a plaintiff establishes that a defendant, in carrying out an activity, is liable in negligence, the facts so proved are likely to make it difficult for the defendant to establish that it carried out the activities with all reasonable regard and care for the interests of other persons. This is not to conflate the two tests; it is simply a recognition that proof of the failure to exercise reasonable care for the purpose of establishing liability in the cause of action of negligence is likely to raise difficulties in proving that there was no failure to exercise reasonable care for the purpose of establishing the test of inevitability in the defence of statutory authority.
In the present case, it is for Sydney Water to show that it could not operate Penrith STP and St Marys AWTP or carry out the Replacement Flows Project, or discharge treated effluent from Penrith STP into Boundary Creek, without causing the harm of erosion of the bank of Boundary Creek within Williams' land, which founds the liability in negligence or nuisance. Sydney Water has not established that either these general activities or the particular activity of the discharge could not be carried out without causing this harm of downstream bank erosion in Boundary Creek.
Downstream bank erosion is not an inevitable consequence of the authorised discharge of treated effluent from Penrith STP into Boundary Creek that the exercise of reasonable care could not have avoided. As I have earlier found, a reasonable person in Sydney Water's position would have taken precautions to have prevented or mitigated the risk of harm by the discharged treated effluent eroding the bank of Boundary Creek within Williams' land. One precaution that Sydney Water could have taken was to change the point of discharge of the treated effluent to the Nepean River, so as to be at Wallacia Bridge rather than into Boundary Creek. This would have required modification of the RFP approval and the environment protection licences, so as to permit the discharge of treated effluent at this point. But this does not alter the fact that Sydney Water could have sought to carry out the activity of the Replacement Flows Project in a different way so as to avoid the risk of harm of erosion of the bank of Boundary Creek within Williams' land. Another precaution that Sydney Water could have taken, if the point of discharge were to remain as being into Boundary Creek as permitted by the RFP approval and the environment protection licences, was to undertake bank stabilisation and protection works to prevent and mitigate erosion of the bank of Boundary Creek within Williams' land by the discharged effluent.
Sydney Water, accordingly, has not established that the harm caused of erosion of the bank of Boundary Creek within Williams' land was an inevitable consequence of the carrying out of the activities of operating Penrith STP and St Marys AWTP and the Replacement Flows Project and discharging treated effluent from Penrith STP into Boundary Creek. This harm could have been avoided by the exercise of reasonable care in the carrying out of those activities and in discharging the treated effluent.
For these reasons, Sydney Water has not established the defence of statutory authority so as to relieve it of liability for its breach of the duty of care under s 177 of the Conveyancing Act.
Williams submits that the Court should make such injunctive orders to restrain the ongoing breaches of the EPA Act and the duty of care in relation to support for land. Williams accepted that the Court has a wide discretion to make such orders as it thinks fit under s 9.46 of the EPA Act to remedy or restrain the breach of the EPA Act, and to grant the equitable remedy of an injunction to remedy and restrain the breach of the duty of care under s 177 of the Conveyancing Act.
The discretionary power to grant relief under s 9.46 of the EPA Act is to be exercised having regard to the factors collected by Kirby P in Warringah Shire Council v Sedevcic (1987) 10 NSWLR 335 at 339-341, and weighing up "all relevant factors - not only the public interest, but also the rights and interests of the parties, including matters of conduct, hardship and convenience": Rowley v NSW Leather Trading Co Pty Ltd and Woollahra Municipal Council (1980) 49 LGRA 250 at 261.
Williams submits that the relevant discretionary considerations point in favour of granting the injunctive relief sought, including that:
"(i) significant parts of the JKW Land have been (and continue to be) eroded away (and at a more increasing rate since the commencement of the RFP flows in 2010); (ii) the natural process of meandering migration of the channel is being accelerated by the discharges from Penrith STP and (iii) the ongoing collapse of the Boundary Creek embankment within the JKW Land puts at risk the stability of the buildings and other structures on the land and, in turn, poses a safety threat to persons who work or visit the JKW Land (as evidenced by the barricade (temporary fence placed near the edge of the plateau…)".
Williams submits that the fact that the work which would be required to be undertaken by the Court's orders would, but for the Court's orders, require development consent is not a barrier to the Court ordering that the work be undertaken: Anastasiou v Wallace [2020] NSWLEC 14 at [42]-[51] and F Hannan Pty Ltd v Electricity Commission of New South Wales (No 3) (1985) 66 LGRA 306 at 311-313.
Sydney Water contests that injunctive relief should be granted. Sydney Water submits that, if there has been degradation of bed or bank stability of Boundary Creek consequent upon implementation of the Replacement Flows Project, discretionary considerations tell against the grant of injunctive relief. Sydney Water referred to Kirby P's statement in ACR Trading Pty Ltd v Fat-Sel Pty Ltd (1987) 11 NSWLR 67 at 82 that the discretion under s 124, now s 9.46, to grant relief to remedy or restrain a breach of the EPA Act "is a mollifying one. It permits, in an appropriate case, the refusal of injunctive relief where to grant such relief, would work such an injustice as to be disproportionate to the ends secured by enforcement of the legislation including by injunction": see also Northern Residential Pty Ltd v Newcastle City Council (2009) 75 NSWLR 192; [2009] NSWCA 141 at [64] and F Hannan Pty Ltd v Electricity Commission of NSW (No 3) at 311-313.
Sydney Water submits that, applying these considerations to the present case, any relief to be granted should be proportionate to the degradation of bed and bank stability of Boundary Creek found to be linked to Sydney Water's operation of Penrith STP and carrying out of the Replacement Flows Project. This submission was premised on Sydney Water's earlier submission that Sydney Water's discharge of treated effluent from Penrith STP into Boundary Creek did not cause any degradation of bed and bank stability of Boundary Creek downstream of Penrith STP. I have rejected that submission, finding that the discharges are a dominant cause of the erosion of the bank of Boundary Creek in Williams' land. That finding thereby establishes that at least some of the degradation of Boundary Creek is linked to Sydney Water's operation of Penrith STP and the carrying out of the Replacement Flows Project.
In that circumstance, Sydney Water alternatively contends that it should not be ordered to remediate all of the degradation of Boundary Creek because to do so would not be proportionate to the lesser degradation that Sydney Water has caused. Any injunctive relief the Court orders should therefore be tailored to fit the degradation caused by Sydney Water.
In closing submissions, both Williams and Sydney Water accepted that if the Court finds Sydney Water has breached the law in some respect, that such breach has caused degradation of Boundary Creek and that it is appropriate to grant some form of injunctive relief to remedy the breach, the appropriate course may be to allow the parties the opportunity to address further on the terms of the injunctive relief that they contend should be granted. I agree this course is appropriate.
I have found that Sydney Water has breached the EPA Act and its duty of care in relation to support under s 177 of the Conveyancing Act and that those breaches are a cause of the erosion of the bank of Boundary Creek in Williams' land. I find, as Williams has submitted, that discretionary considerations favour granting injunctive relief to restrain future breaches and to remedy past breaches of the EPA Act and the duty of care under s 177 of the Conveyancing Act. The breaches have resulted in significant erosion of the bank of Boundary Creek in Williams' land, which erosion will continue unless measures are taken to prevent or mitigate erosion. These measures could include the remedial works suggested by Williams, but Sydney Water might wish to suggest other measures that will be effective to stabilise the bank and prevent or mitigate erosion of the bank.
I will give directions to the parties to propose, within specified times, the orders they consider appropriate to remedy and restrain the breach of the EPA Act and the duty of care in relation to support of land under s 177 of the Conveyancing Act and I will thereafter determine the orders the Court should make.
In the meantime, I consider it appropriate to make a declaration of the breach of public law, the breach of the EPA Act, but not a declaration of the breach of the duty of care in relation to support of land.
As to the question of costs of the proceedings, ordinarily costs should follow the event. Williams has been successful in establishing one of the breaches of law claimed in each of the proceedings, a breach of the duty of care under s 177 of the Conveyancing Act claimed in the summons commencing proceedings in the Supreme Court that were transferred to this Court and a breach of the EPA Act claimed in the summons commencing proceedings in this Court, and in obtaining relief in relation to those breaches. This should entitle Williams to an order for costs in its favour. I will defer making a costs order, however, until after the issue of the injunctive relief that should be granted is determined. If the parties wish to contend for a costs order different to the usual order for costs that Sydney Water pay Williams' costs of both proceedings, they should include that submission in their submissions on the injunctive relief that should be granted.
The Court:
1. Declares that Sydney Water Corporation has breached s 75D(2) of the Environmental Planning and Assessment Act 1979 (EPA Act), by carrying out the development of the Western Sydney Recycled Water Initiative - Replacement Flows Project (the Project) in breach of condition 1.1 of the approval granted by the Minister for Planning under s 75J of the EPA Act on 20 June 2007 for the carrying out of the Project.
2. Directs the parties to file and serve submissions on the orders that the parties contend the Court should make by way of prohibitory or mandatory injunctions, and any submissions the parties wish to make on the costs order the Court should make, in accordance with the following timetable:
1. The applicant to file and serve its submissions by 1 April 2021.
2. The respondent to file and serve its submissions by 15 April 2021.
3. The applicant to file and serve its submissions in reply by 22 April 2021.
1. Grants leave to each party to relist the matter in order to fix a date for hearing if a party wishes to have a hearing on the issues of the injunctive orders or the costs order the Court should make.