Zizza v Minister Administering the Water Management Act
[2014] NSWLEC 170
At a glance
Source factsCourt
Land and Environment Court (NSW)
Decision date
2014-08-25
Before
Pain J
Catchwords
- (2009) 239 CLR 27 Harris v Harrison [2014] NSWCCA 84
- (2012) 189 LGERA 269 Project Blue Sky Inc v Australian Broadcasting Authority [1998] HCA 28
- (1998) 194 CLR 355 SAS Trustee Corporation v Woollard [2014] NSWCA 75 Vetter v Lake Macquarie City Council [2001] HCA 12
- 10120 of 2014 Decision under appeal Before: O'Neill C File Number(s): 10388 of 2012 and 10536 of 2013
Source
Original judgment source is linked above.
Catchwords
Judgment (25 paragraphs)
Section 56A appeals on questions of law 1This judgment considers two appeals under s 56A of the Land and Environment Court Act 1979 (the Court Act) from two decisions of a Commissioner. Such appeals must be made in relation to questions of law. 2In Zizza v Minister Administering the Water Management Act 2000 [2013] NSWLEC 1095 (Zizza (No 1)) (matter no 10388/12) the Commissioner determined as a preliminary question whether the Respondent Minister Administering the Water Management Act had power to issue a Direction to Remove Water Management Works (the direction) under s 329(2) of the Water Management Act 2000 (the WM Act) in relation to a dam on the property owned by Mr Zizza the Appellant at Mangrove Mountain on Popran Creek. The appeal against the direction was enabled by s 368(1)(n) of the WM Act. The Commissioner made certain findings about whether works were exempt from a requirement for a water supply work approval called excluded works. The original dam structure built before 1 January 1999 (an important date in the statutory scheme I discuss below) was found to be an excluded work which the direction could not therefore apply to. Repair work carried out after 1 January 1999 was found to require approval, not being excluded work as defined under the WM Act. It could therefore be the subject of a direction issued under s 329. 3Subsequent to that decision the Appellant chose to lodge a water supply work approval application under the WM Act with the Respondent. The application was refused and the Appellant exercised his appeal right to this Court under s 368(1)(g) of the WM Act (matter no 10536/13). In Zizza v Minister Administering the Water Management Act 2000 [2014] NSWLEC 1017 (Zizza (No 2)) the Commissioner considered the substantive appeal against the direction issued by the Respondent also the subject of Zizza (No 1) and the appeal against the refusal of the approval application. In the course of Zizza (No 2) the Commissioner revisited her earlier finding of what was an excluded work and found the original dam was not, in light of new evidence before her in the second hearing. 4It has been agreed with the parties after much discussion and refinement of the issues in the course of the extended hearing that I will not answer all the questions identified in the Third Amended Summons and in the Respondent's Notice of Contentions at this stage. I should identify for completeness that the Respondent has filed such a notice an approach which appears permissible in s 56A appeals under r 50.11 of the Uniform Civil Procedure Rules 2005. The filing of such a notice is not precluded by the Land and Environment Court Rules 2007. The Appellant did not object to this course being taken by the Respondent. The questions I will address in this judgment are the Respondent's contention 1 (no specific finding made in Zizza (No 1) and (No 2)), the Appellant's ground 2 (challenge to Zizza (No 2)), the Respondent's contention 2 (challenge to Zizza (No 1)) and the Appellant's ground 4 (challenge to Zizza (No 2)). 5The parties agreed the following factual findings of the Commissioner as follows: Zizza (No 1) (3 June 2013) Facts identified by the Commissioner as "Agreed Facts" 1) The dam on the subject land comprises at least one "water supply work", which is also a "water management work" (paragraphs [18], [29], [31]]). 2) The water supply work is used for domestic consumption and stock watering or does not result in the extraction of water (paragraph [21]). 3) The water supply work is located on a minor stream (paragraph [21]). 4) The water from the water supply work is being used only on the landholding on which the dam is located (paragraph [21]). 5) The capacity of the existing dam significantly exceeds the harvestable rights capacity of the land (paragraphs [12], [26]). 6) The water supply work was constructed between 1984 and 1989 (paragraphs [6], [27]). 7) The dam wall burst on the southern side in January 1991. Repair works were carried out between 1994 and 1999 (paragraphs [7], [[27]). 8) The southern wall of the dam seeped water from 2003 until 2005 and repair works were carried out in 2006 (paragraphs [9], [27]). 9) In 2011, fill was added to the southern side of the dam embankment wall (paragraphs [10], [27]). Findings of Fact 10) The dam was in existence in December 1990. The dam wall failed in 1991 and the dam was not functioning again until 1999 (paragraph [30]) and was not holding water on 20 April 1999 (paragraph [31]). Zizza (No 2) (5 February 2014) Agreed Facts 11) The dam is fed by an unnamed water course running through Lot 3, which is a tributary of Popran Creek and flows south to Popran Creek (paragraph [6]). 12) Repair works were carried out between 1994 and 1999 (paragraph [11]). 13) Further repair works were carried out in 2006 (paragraph [11]). 14) Further fill was added to the embankment wall in 2011 and further slippage and erosion of the embankment occurred since 2011 (paragraph [11]). 15) No water management work approvals under the Water Management Act have been issued in respect of the dam or the various repairs made to the dam (paragraph [12]). 16) The capacity of the dam (both existing, and as proposed in the Approval Appeal) exceeds the harvestable rights capacity of the site of 7ML (paragraphs [54], [66]). 17) The entire structure was prone to fail. If the dam fails, there will be an ecological impact (paragraph [77]). Findings of Fact 18) The capacity of the existing dam is 39.9ML and the water surface area was approximately 12,700m2 (paragraph [8]). 19) The dam recommenced impounding water sometime between 20 April 1999 and 18 March 2002 (paragraph [11]). 20) The brief for the design of the reconstructed dam from Mr Zizza to the engineer (Mr de Silva) was to design a dam that was in the same location as the existing dam with the same surface area (paragraph [39]). 21) Mr Zizza uses a small proportion of the water in the dam for watering his garden and lawn, to fill rainwater tanks servicing the house and for watering cattle. He does not use the water in the dam for the purposes of irrigating crops and has no intention of doing so in the future (paragraph [63] (and [43], [44])). Mr Zizza's evidence in this regard was not available at the time of the First Decision (paragraph [63]). 22) The primary purpose of the existing dam is as an ornamental lake and for water sports and a pleasant aesthetic outlook (paragraph [64]-[65]). 23) A new dam, if it were to be used solely for domestic and stock watering purposes, would not require the same surface area as the existing dam (paragraph [65]). 24) Water impounded by the dam would continue to flow to Popran Creek if not so impounded (paragraph [67]). 25) The proposal is for reconstruction of the dam, comprising the following works: · the dam wall is to be stripped of its original embankment and rebuilt to a new design, with a new profile and a new gravel drainage layer; · the spillway capacity is to be increased and the crest level reduced; · the culvert is to be removed; · the outlet pipe is to be decommissioned; · the dam floor is to be filled in order to lessen the depth of the dam and decrease the storage capacity from 39ML to 19ML (paragraph [70], [81]). 26) The dam wall must be entirely reconstructed if there is to be certainty as to its integrity and design capacity (paragraph [70], [81]). 27) The original dam would not remain extant. The only similarity between the existing dam and the proposal is the position of the dam and the surface area (paragraph [71]). 28) The proposal was not seeking approval for the individual repair works carried out to the original dam but for the reconstruction of the dam to a new design (paragraphs [72], [81]). 29) The proposal to take 19ML from the unnamed stream is an excessive volume of water when the purpose of taking water is for an ornamental lake (paragraphs [74], [82]). 30) The amended direction to decommission the dam is preferable to the amended direction for interim works (paragraph [80]). 31) The decommissioning of the dam will eliminate the significant threat the existing dam poses to safety and environmental damage (paragraph [83]). 32) The temporary interim works proposed by the Applicant do not provide sufficient certainty that the dam will not pose a risk in the future, as the works are intended to provide a two year stop gap measure only, in anticipation of an approval for the reconstruction of the dam. It is not an appropriate response to continue to add material to shore up a structure that the experts agree is fundamentally flawed (paragraph [84]). 6The affidavit of Mr Dion Manca sworn 28 May 2014 was read by the Appellant. The exhibit to this affidavit was tendered (exhibit A) containing the Commissioner's judgments, transcript, pleadings, evidence and draft conditions and directions before the Commissioner. The affidavit of Ms Liyan Leow sworn on 30 May 2014 was read by the Respondent. The exhibit to this affidavit was tendered (exhibit 1) containing exhibits and submissions in the hearings before the Commissioner. This included historical aerial photographs. One photograph dated 20 April 1999 (photograph 10, p 70) shows no water pooled behind the dam. Another photograph dated 18 March 2002 (photograph 11, p 72) shows water pooling behind the dam and earthworks undertaken in the vicinity (TS 145).