[2026] NSWLEC 92
Land and Environment Court (NSW)
2026-08-04
Beasley J
Zoe will write a short plain-English summary of this judgment and email it to you for free: what it was about, what the court decided and why. It can take up to a minute.
General information, not legal advice.
Or create a free account to save it and ask Zoe follow-up questions.
Source: NSW Caselaw (www.caselaw.nsw.gov.au). Converted to plain text by ZoeLaw. Not the official version.
Medium Neutral Citation: Environment Protection Authority v Hughes; Environment Protection Authority v ANT Civil Pty Ltd (No 5) [2026] NSWLEC 92
Hearing dates: 14 – 23, 28 and 30 October 2025
3, 5, 6 and 19 November 2025
9, 11, 12 and 26 February 2026
25 March 2026
13, 15, 16 and 17 April 2026
Date of orders: 04 August 2026
Decision date: 04 August 2026
Jurisdiction: Class 5
Before: Beasley J
Decision: (1) In case number 2023/297653, the Defendant Andrew Lloyd Hughes is convicted of an offence against s 142A(1) of the Protection of the Environment Operations Act 1997 (NSW).
(2) In case number 2023/297654, the Defendant Andrew Lloyd Hughes is convicted of an offence against s 142A(1) of the Protection of the Environment Operations Act 1997 (NSW).
(3) In case number 2023/297655, the Defendant Andrew Lloyd Hughes is convicted of an offence against s 143(1)(a) of the Protection of the Environment Operations Act 1997 (NSW).
(4) In case number 2023/297656, the Defendant Andrew Lloyd Hughes is convicted of an offence against s 144(1) of the Protection of the Environment Operations Act 1997 (NSW).
(5) In case number 2023/297657, the Defendant Andrew Lloyd Hughes is convicted of an offence against s 91B of the Protection of the Environment Operations Act 1997 (NSW).
(6) In case number 2023/297689, the Defendant ANT Civil Pty Ltd is convicted of an offence against s 143(1) of the Protection of the Environment Operations Act 1997 (NSW).
(7) All of the above proceedings are stood over before Beasley J for further mention at 9:30am on 14 August 2026 for the purpose of setting a date for the hearing of sentencing submissions, and any related orders.
General information, not legal advice.
Original judgment source is linked above.
Catchwords: CRIMINAL LAW — Prosecution for environmental offences — Pollution of land — Pollutant of prescribed kind — Alleged dumping of asbestos waste — Alleged dumping of processed and unprocessed building and demolition material — Whether pollution caused or likely to cause potential harm to humans and degradation of the environment —Transporting of waste to a place that cannot lawfully be used as a waste facility — Unlawful use of land as a waste facility — Whether First Defendant “caused” land to be polluted — Whether First Defendant is an “occupier” of the land — Failure to comply with a Clean-Up Notice — Whether First Defendant had a “reasonable excuse” not to comply with a Clean-Up Notice — Whether First Defendant had management or control of Second Defendant — Defendants found guilty on all charges
Legislation Cited: Environmental Planning and Assessment Act 1979 (NSW), s 9.34, Sch 5 Pt 1
Evidence Act 1995 (NSW), s 138
Protection of the Environment Operations Act 1997 (NSW), ss 48, 91, 91B, 110, 142A, 143, 144, 169, 256, 257, 258, 261, 262, Sch 1 cll 39, 42, 50
Protection of the Environment Operations (General) Regulation 2009 (NSW), cl 109
Cases Cited: Australian Securities and Investments Commission v Albarran (2008) 169 FCR 448; [2008] FCA 147
Australian Securities and Investments Commission v Maxi EFX Global AU Pty Ltd [2020] FCA 1263
Environment Protection Authority v Grafil Pty Ltd; Environment Protection Authority v Mackenzie (2019) 101 NSWLR 245; [2019] NSWCCA 174
Environment Protection Authority v Hughes; Environment Protection Authority v ANT Civil Pty Ltd (No 3) [2026] NSWLEC 3
Environment Protection Authority v Hughes; Environment Protection Authority v ANT Civil Pty Ltd [2025] NSWLEC 115
Environment Protection Authority v Maules Creek Coal Pty Ltd (No 3) [2024] NSWLEC 97
Kempsey Shire Council v Slade [2015] NSWLEC 135
Sutton v R (1984) 152 CLR 528; [1984] HCA 5
Taikato v The Queen (1996) 186 CLR 454; [1996] HCA 28
Wollondilly Shire Council v Foxman (No 5) [2013] NSWLEC 68
Category: Principal judgment
Parties: Environment Protection Authority (Prosecutor)
Andrew Lloyd Hughes (Defendant in proceedings 2023/297653, 2023/297654, 2023/297655, 2023/297656, 2023/297657)
ANT Civil Pty Ltd (Defendant in proceeding 2023/297689)
Representation: Counsel:
A McGrath (Prosecutor)
G Foster (Defendant)
Solicitors:
Legal Services Branch, Environment Protection Authority (Prosecutor)
Zali Burrows Law (Defendant)
File Number(s): 2023/297653, 2023/297654, 2023/297655, 2023/297656, 2023/297657, 2023/297689
Publication restriction: Nil
JUDGMENT
Introduction [1]
Hearing and Procedural History [9]
Agreed Facts [13]
Charges 1 and 2: the Pollution of Land Charges [14]
Particulars of the Charges [17]
Other relevant statutory provisions [21]
“Cause” the Property to be polluted [25]
Lay Evidence [28]
Daniel Burchmore [29]
Philip Khalifeh [34]
George Ellinas [40]
Norman Mathie [42]
Amanda Kelly [46]
Anthony Callaghan [48]
Daniel Opdam [49]
Mark Leuschner [50]
Kyle Brown – “chain of custody” evidence [51]
Anthony Jones [52]
Frederick Hennessy [53]
Asbestos containing material samples sent to laboratory [57]
WhatsApp and SMS messages [58]
Hannah Robertson [59]
Michelle Ann Roberts [62]
Joshua Madden [64]
Expert Evidence
Alana Smylie – Prosecution expert [65]
Andrew Ford – Prosecution expert [67]
Colin McKay – Prosecution expert [70]
Nicolas Israel – Defendants’ expert [89]
Kurath’s Arborist Statement – Defendants’ expert [98]
Nugent’s Xylology Arboricultural Assessment – Defendants’ expert [100]
Tofler’s Coleman and Adams Targeted Environmental Site Assessment – Defendants’ expert [102]
McKay’s First Supplementary Report [105]
McKay’s comments on the Arborist Statement [112]
McKay’s comments on the Xylology Report [114]
McKay’s comments on Tofler’s Site Assessment [115]
Israel’s Supplementary Report [119]
McKay’s Second Supplementary Report [127]
McKay Conclusions [136]
Evidence of Simon Caples and Samuel Mitchell [137]
McKay’s Third Supplementary Report [145]
Consideration and Resolution of Charges 1 and 2
What must be proven beyond reasonable doubt [147]
Were the Property and Access Road “polluted”? [149]
Rejection of Mr Israel’s opinions [168]
Acceptance of Prosecutor witnesses [171]
Mr McKay’s evidence is accepted [172]
The material imported to the Property and Access Road poses a risk of harm [174]
Did the First Defendant cause or permit the Property and the Access Road to be polluted? [176]
The First Defendant is in any event an “occupier” of the Property and is “taken to have caused the pollution” [181]
Conclusion as to Charges 1 and 2 [191]
Charges 3 and 6 (Transport of Waste Charges)
Introduction [193]
Charge 6 [194]
Did the Second Defendant transport “waste” to the Property itself, and did it cause such “waste“ to be transported? [198]
The material transported was “waste” [200]
The Property was used as a “waste facility” [201]
The use was unlawful [203]
Conclusion on Charge 6 [204]
Charge 3 [206]
Conclusion on Charge 3 [210]
Charge 4 – Waste Facility Charge [212]
Conclusion on Charge 4 [219]
Charge 5 [221]
Particulars of Charge 5 [222]
What is a “reasonable excuse” for non-compliance with a Clean-Up Notice? [225]
The Clean-Up Notice was validly issued [230]
The Clean-Up Notice, without reasonable excuse, was not complied with [232]
Conclusion on Charge 5 [238]
Orders [240]
On 27 August 2020, Andrew Lloyd Hughes (First Defendant) became a part owner of a property known as 903C Blaxlands Ridge Road, Wheeny Creek, New South Wales (the Property). The other co-owners of the Property were Tara-Lee Hughes (the First Defendant’s wife; Ms Hughes), and William Bradley Andrews. Mr Andrews ceased to be an owner of the Property on 28 April 2021.
Two charges pursuant to s 142A(1) of the Protection of the Environment Operations Act 1997 (NSW) (POEO Act) have been brought against the First Defendant by the Environment Protection Authority of New South Wales (Prosecutor) concerning whether he caused the Property, and an access road connected to it (Access Road), to be polluted with “material including processed and unprocessed building and demolition material” (building waste) and with “asbestos waste” (Charges 1 and 2; “Pollution of Land Charges”).
The First Defendant has also been charged with an offence pursuant to s 143(1)(a) of the POEO Act in that it is alleged that he is concerned in the management of ANT Civil Pty Limited (Second Defendant), and that company caused the building waste, including asbestos waste, to be transported to the Property (Charge 3).
The First Defendant has also been charged with an offence pursuant to s 144(1) of the POEO Act in that it is alleged that he caused the Property to be used as a “waste facility” without lawful authority (Charge 4; “W****aste Facility Charge”).
A fifth charge has been brought against the First Defendant for an offence under s 91B of the POEO Act for failure to comply with a “clean-up notice" concerning the Property issued by the Prosecutor on 6 December 2022 (Charge 5; “Clean-up Notice Charge”).
The Second Defendant has been charged with an offence pursuant to s 143(1) of the POEO Act for causing building waste and asbestos waste to be transported to the Property when the Property could not lawfully be used as a waste facility (Sixth Charge).
All six charges concern strict liability offences.
For the reasons outlined below, I am satisfied beyond reasonable doubt that the First Defendant is guilty of Charges 1 to 5. I am also satisfied beyond reasonable doubt that the Second Defendant is guilty of Charge 6.
The hearing of the six charges was due to commence on 7 October 2025, and was listed for 20 days. However, at a pre-trial mention on 3 October 2025, the Defendants filed a motion in which they sought orders that all material seized from the Property and from the First Defendant’s home following the execution of Search Warrants on 21 June 2022 “be excluded from evidence as inadmissible” pursuant to s 138(1) of the Evidence Act 1995 (NSW) (Search Warrants m****otion). At the hearing of the Search Warrants motion, the Prosecutor was represented by Mr A McGrath of Counsel, who also appeared for the Prosecutor at the hearing of the charges. The Defendants were represented by Mr G Foster of Counsel, who likewise appeared for the Defendants at the subsequent hearing of all charges. On 14 October 2025, I dismissed the Search Warrants motion: Environment Protection Authority v Hughes; Environment Protection Authority v ANT Civil Pty Ltd [2025] NSWLEC 115.
The Prosecutor opened its case on the afternoon of 14 October 2025, and closed its case on 3 November 2025. Evidence in the Defendants’ case was called until 6 November 2025, by which time new dates needed to be found to complete the hearing.
Prior to this, on 3 November 2025, the Defendants filed a motion seeking leave for the First Defendant, who now resides outside of Australia, to give evidence via Audio Visual Link (AVL motion). The hearing of the AVL motion took place on 10 and 19 December 2025. On 23 January 2026, I delivered judgment dismissing the AVL motion: Environment Protection Authority v Hughes; Environment Protection Authority v ANT Civil Pty Ltd (No 3) [2026] NSWLEC 3.
Evidence on the hearing of the charges recommenced on 26 February 2026, and again on 25 March 2026. Following a period to allow the Prosecutor and the Defendants to prepare written submissions, oral closing submissions were made on 13, 15, 16 and 17 April 2026, after which I reserved judgment.
“The defendants
3. The First Defendant is the partner of Tara-Lee Eliza Hughes (DOB 27 January 1990) (also known as Tara-Lee Eliza Rudd) (Ms Hughes). He is also the director of two companies, C23 Holdings Pty Ltd A.C.N 634 223 395 (C23 Holdings) and A & T Civil Pty Ltd, A.C.N. 616 140 990 (A & T).
4. The Second Defendant is an Australian company incorporated on 21 March 2018 and based in Londonderry NSW 2753. It carries on an earthmoving business. From 21 March 2018, Ms Hughes was the sole director and shareholder of the Second Defendant. It is alleged, however, that the First Defendant was also concerned in the management of the Second Defendant at all relevant times. A LinkedIn profile for the First Defendant states that he is the director of the Second Defendant. Records obtained from truck companies that conducted business with the Second Defendant confirm that the First Defendant was the contact person for the Second Defendant.
The Premises and Access Road
5. The first property the subject of the alleged land pollution is located within the Hawkesbury Local Government Area and identified as Part Lot 13 of DP751656, being 903C Blaxlands Ridge Rod, Wheeny Creek NSW 2758 (the Premises). The Premises was purchased by the First Defendant, Ms Hughes and William Bradley Andrews (Andrews) in or around August 2020. Andrews later transferred his interest in the Premises to the First Defendant and Ms Hughes on about 28 April 2021. The Premises is described as unfenced rural property within dense bushland approximately 28.5 hectares in size with an area of cleared bushland containing fill material located in the south-western section of the Premises.
6. The second property the subject of land pollution is an unsealed driveway within the Wollemi National Park shared with other properties and approximately 2 kilometres long, connecting the Premises to Blaxlands Ridge Road (the Access Road).
7. Overall, the alleged land pollution occurred in an area contained within the south-western section of the Premises and extending beyond the Premises boundary to the south, along the Access Road.
…
The Environment Protection Licence
9. At all relevant times there has not been an environmental protection licence or development consent in force in respect of the Premises.
The investigation
10. On 22 September 2020 the Environment Protection Authority (EPA) received a report regarding alleged ongoing importation of fill material to the Premises. The EPA commenced an investigation into this alleged incident.
…
15. During the inspection of the Premises the First Defendant informed the EPA officers that he was bringing in excavated natural material (ENM) and mulch to prepare the Premises for the purpose of building a house and that when he bought the Premises there was already some bricks and “small volumes of waste” on the Premises.
…
First Clean-up Notice
17. On 22 January 2021, the EPA issued the First Defendant with a Clean-up Notice (the First Clean-up Notice). The First Clean-up Notice required the First Defendant to dispose of what was estimated to be 72 tonnes of waste which was identified as being within the Grey Fill Area. On the same date, the First Defendant responded by email to Burchmore stating, “Thanks Daniel, No problem I’ll sort it out.”
18. On 20 April 2021, Burchmore received an email from the First Defendant attaching tip receipts from Suez Recycling & Recovery Pty Ltd as proof that the contaminated asbestos soil the subject of the First Clean-up Notice had been disposed of in accordance with the notice.
Surveillance
Surveillance cameras
…
22. MET Recycling Pty Ltd (MET Recycling) is a Resource Recovery Facility operating under an environment protection licence in the suburb of Silverwater in NSW. The Second Defendant was paid by MET Recycling to remove material from the MET Recycling facility in Silverwater.
…
24. MET Recycling records show that the Second Defendant issued invoices to MET Recycling for the removal of “ENM”. In particular, and relevant to the Surveillance Period, invoice numbers 1479 and 1516 dated 31 March 2021 and 30 April 2021 respectively, issued by the Second Defendant to MET Recycling, showed that they charged MET Recycling $215,490.44 and $161,584.72 respectively for total tonnage of “ENM” removed in March 2021 and April 2021. Remittance advices provided by MET Recycling show that the Second Defendant was paid those invoices in full.
Companies associated with the Second Defendant
25. Andrews Transport Group Pty Ltd (Andrews Transport) were the registered owners of the “tipper” truck bearing registration number CL0UL during the relevant period. Andrews Transport confirmed that they worked under instruction from the Second Defendant as transport contractors in relation to the identified truck movements. Tax invoices issued by Andrews Transport to the Second Defendant show that they charged the Second Defendant for the services provided approximately $650 per load.
26. MLC Bulk Haulage Pty Ltd (MLC Bulk) were the registered owners of the truck with registration CM52DO and the trailer with registration TD00JJ. They carted for the Second Defendant on instruction from the First Defendant and issued tax invoices to the Second Defendant for work completed. During the Surveillance Period tax invoices issued by MLC Bulk to the Second Defendant show that MLC Bulk charged the Second Defendant $16 per ton for material removed from MET Recycling and transported to “Blaxland Ridge”. Surveillance records show that the dates vehicle CM52DO was captured on surveillance entering and / or existing the Premises match the dates recorded in MLC Bulk’s invoices. Text messages between the First Defendant and drivers working for MLC Bulk confirm that instructions for delivery of material to the Premises were taken from the First Defendant.
27. Joseph’s Mechanical Repairs Pty Ltd (JMR) are the registered owners of the truck with registration JMR950 and trailer with registration JD9500. They were engaged by the First Defendant and the Second Defendant for truck hire. JMR received instructions via text message from the First Defendant directing them in relation to pick up and drop off addresses, times, driver details, job rates and site information.
28. Xerri Carriers Pty Ltd are the registered owners of the truck with registration XN58SS. Xerri Carriers confirmed that one of their drivers, Khoda Mokbel, dealt with the First Defendant directly in transporting material for the First Defendant using their truck.
…
Further site inspections
30. On 10 May 2021, Hawkesbury City Council (Council) officers Phillip Khalifeh (Khalifeh) and Cassandra Bugden (Bugden) attended the Premises to carry out an inspection in response to complaints to Council regarding tip trucks entering the Premises and depositing material. The First Defendant was present during this inspection. Khalifeh had a conversation with the First Defendant who confirmed that he was bringing in material to “fix up the leaking dam”. When advised that he was not authorised to import this material and asked why he was doing so the First Defendant stated that “I am going to put in a DA for a house. My wife is organising it all.” During this inspection Khalifeh ordered the First Defendant to stop importing material and said he should comply with the First Clean-up Notice issued by the EPA.
…
Neighbour
Norman Mathie
38. Norman Mathie (Mathie) is the owner of a property that borders the Premises, namely 903B Blaxlands Ridge Road, Wheeny Creek NSW 2758. He has owned this property since 2019. Access to his property is via a right of carriageway easement through the Premises.
39. Mathie met the First Defendant for the first time in around 2021. Mathie drove onto the Premises to access the right of carriage way to drive to his property and encountered the First Defendant who introduced himself as “Andrew Hughes”. At that time Mathie observed cleared bare earth on the Premises. Mathie asked the First Defendant "What's all these earthworks on your property for?” and the First Defendant answered "I'm looking at putting in a D.A to live here and also put some holiday huts on the land. I stayed in a place in the Bowen Mountains that had holiday huts and that's what we are looking at doing here".
…
Search warrants
47. On 21 June 2022, EPA officers executed a search warrant on the First Defendant’s residential home. Items seized included data extracted from the First Defendant’s personal mobile phone, data from two computers, and various invoice books including multiple ANT Civil invoice books and diaries.
48. On 21 June 2022, the EPA also executed a search warrant at the Premises with the assistance of NSW Police officers and other external agencies. Extensive sampling of the material imported on the Premises, as well as volumetric surveys, were carried out on the day.
49. On 21 June 2022, the EPA also executed a search warrant at Carters Tax Advisory at Unit 1, 2 Castlereagh Street Penrith NSW 2750. This was the registered office of the Second Defendant.
Sampling
Sampling on the Premises
50. The EPA engaged WSP Australia Pty Ltd (WSP) to carry out an investigation and assess the nature and extent of contamination in imported fill, its waste classification and report on whether it had degraded the Premises and a series of nine additional filled clearings along the Access Road. WSP carried out sampling across the Premises on 21 June 2022 and then returned with EPA officers to the Premises on 28 June 2022 to carry out further sampling of fill material along the Access Road. At the time, the investigation area comprised vacant privately owned land and national parkland (part of Wollemi National Park).
…
The Second Clean-up Notice
57. On 11 August 2022, the EPA issued Clean-up Notice number 3502972 to the First Defendant (the Second Clean-up Notice) by sending a copy to his legal representative, Zali Burrows (Burrows). The Second Clean-up Notice, described as “Stage One” of the clean-up, required the First Defendant to engage a suitably qualified geotechnical engineer to attend the Premises and assess the contaminated area and provide a proposal for the removal of the asbestos containing waste material including a remediation action plan.
58. On 19 August 2022, Burrows responded to the Second Clean-up Notice requesting an extension of time to take instructions and engage a geotechnical engineer, which the EPA granted.
59. On 21 October 2022, Burrows provided the name and details of the geotechnical engineer engaged by Hughes to carry out the assessment as directed in the Second Clean-up Notice”: Agreed Facts at [3]-[7], [9], [10], [15], [17]-[18], [22], [24]-[28], [30], [38]-[39], [47]-[50], and [57]-[59].
All six charges were heard together. In circumstances where, as here, the Prosecutor relies on a body of evidence in respect to the various charges, I have considered that the totality of evidence is relevant to each charge: Sutton v R (1984) 152 CLR 528; [1984] HCA 5 (see Environment Protection Authority v Maules Creek Coal Pty Ltd (No 3) [2024] NSWLEC 97 at [130]). I have however considered each charge separately (as I must) noting that the essential elements of each offence must be proven beyond reasonable doubt.
It is convenient to address Charges 1 and 2 together, as they are both brought pursuant to s 142A(1) of the POEO Act, which provides as follows:
142A Pollution of land
(1) A person who pollutes land is guilty of an offence.
…
(2) In this section—
pollute land includes cause or permit any land to be polluted.
Particulars
a. Land
At or near 903C Blaxlands Ridge Road, Wheeny Creek, in the State of New South Wales 2758 being Part Lot 13 in Deposited Plan 751656 (the Land).
b. Pollutant
Material including processed and unprocessed building and demolition material, mulch, bricks, concrete, bitumen, terracotta, ceramic tiles and timber, plastic, metallic debris, and asbestos: asbestos waste within the meaning of cl 109 of the Protection of the Environment Operations (General) Regulation 2009, cl 133 of the Protection of the Environment Operations (General) Regulation 2021 and cl 50(1) of Sch 1 of the Act (the Pollutant).
c. Manner of Breach
The Defendant caused the Pollutant to be placed in or on, or otherwise introduced into or onto the Land and:
- The Pollutant caused or was likely to cause the degradation of the Land, resulting in actual or potential harm to health or safety of human beings, animals or other terrestrial life or ecosystems, or actual potential loss or property damage, that is not trivial; and/or
- The Pollutant was of a prescribed nature, description or class namely, more than 10 tonnes of “asbestos waste” within the meaning of cl 109 of the Protection of the Environment Operations (General) Regulation 2009, cl 133 of the Protection of the Environment Operations (General) Regulation 2021, and cl 50 of Sch 1 of the Act; and/or
- The Defendant was the occupier of premises, being the Land, at which pollution of land occurred.
Particulars
a. Land
At or near Part Lot 4 of DP1209122 and Wollemi National Park, being an access road leading from Blaxlands Ridge Road, Wheeny Creek up to Lot 13 of DP751656, being 903C Blaxlands Ridge Road, Wheeny Creek, in the state of New South Wales (the Land).
b. Pollutant
Material including processed and unprocessed building and demolition material, bricks, timber, ash, glass, plastic, concrete, blue metal, terracotta, ceramic tiles and timber, plastic, metallic debris, and asbestos: asbestos waste within the meaning of cl 109 of the Protection of the Environment Operations (General) Regulation 2009, cl 133 of the Protection of the Environment Operations (General) Regulation 2021 and cl 50(1) of Sch 1 of the Act (the Pollutant).
c. Manner of Breach
The Defendant caused the Pollutant to be placed in or on, or otherwise introduced into or onto the Land and:
- The Pollutant caused or was likely to cause the degradation of the Land, resulting in actual or potential harm to health or safety of human beings, animals or other terrestrial life or ecosystems, or actual potential loss or property damage, that is not trivial; and/or
- The Pollutant was of a prescribed nature, description or class namely, more than 10 tonnes of “asbestos waste”.
(a) the Property was polluted; and (b) the First Defendant caused or permitted the Property to be polluted.
Before turning to the evidence, there are some other statutory provisions to consider.
“Land pollution” is defined as follows in the dictionary to the POEO Act:
“land pollution—
(a) means placing in or on, or otherwise introducing into or onto, land, whether through an act or omission, matter, whether solid, liquid or gaseous, that—
(i) causes or is likely to cause—
(A) 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 that is not trivial, or
(B) actual or potential loss or property damage that is not trivial, or
(ii) is of a prescribed nature, description or class, or
(iii) does not comply with a standard prescribed about the matter…”
For the purpose of paragraph (b) of the definition of land pollution or pollution of land in the Dictionary to the Act, the following matter is prescribed:
…
(c) more than 10 tonnes of asbestos waste…
In relation to whether the First Defendant “caused” the Property to be polluted, there is a deeming provision concerning “occupiers” set out in s 257(1) of the POEO Act*,* which is set out later in this judgment: see [181]-[182] below.
While the Prosecutor does not allege that the First Defendant is the occupier of the Access Road, in relation to whether he “caused” the Access Road to be polluted, this is established if the First Defendant is found to be a person (to the requisite standard) who:
(a) did the act that led to the pollution of the Property; or (b) directed the act that led to the pollution of the Property; or (c) established a system that led to the pollution of the Property; or (d) had sufficient control over operations that were responsible for the act that led to the pollution of the Property: Kempsey S**hire C**ouncil v Slade [2015] NSWLEC 135 at [40] per Biscoe J.
The Prosecutor read an affidavit of Daniel Philip Burchmore dated 21 June 2023 (which includes an Exhibit DB-01): Exhibit P1 in the proceedings. Mr Burchmore also gave oral evidence.
Mr Burchmore is a Senior Operations Officer employed by the Prosecutor. He was assigned to investigate a report received on 30 September 2020 that dumping of fill was taking place on the Property. In a phone conversation Mr Burchmore had with the First Defendant on 22 October 2020, he said that the First Defendant told him he had been bringing some “recycled asphalt” onto the Property for the purpose of building a new 2 km road from the Property to the main road. This statement was repeated during a meeting at the Property between Mr Burchmore and the First Defendant on 13 November 2020. At the same meeting the First Defendant told Mr Burchmore that he had also been bringing excavated natural material (ENM) onto the Property, as well as mulch.
During his inspection of the Property on 13 November 2020, Mr Burchmore observed a “Large Fill Area”, including what he described as a “Grey Fill Area”, which contained “light grey material” that appeared to him to be a “mix of soil rocks, crushed bricks and small volumes of concrete”: Burchmore affidavit at [28]. Mr Burchmore also observed fragments of material that he suspected contained asbestos. He took three samples of this material, later analysed at the Department of Planning and Environment laboratory and found to contain asbestos: Burchmore Affidavit at [43]; Exhibit DB-01 at [14]. Following this, the Prosecutor issued the First Defendant with a Clean-Up Notice dated 22 January 2021 (First Clean-Up Notice) pursuant to s 91(1) of the POEO Act*,* and advised him that asbestos waste had been found amongst the fill area on the Property. The First Defendant was directed to dispose of the asbestos waste by 26 March 2021.
On 23 March 2021, the First Defendant sent an email to Mr Burchmore in which he sought an extension of time for compliance with the Clean-Up Notice: Exhibit DB-01 at Tab 17. On 20 April 2021, the First Defendant again emailed Mr Burchmore and provided evidence that a “hygienist” had been retained, and “soil removed” from the Property: Exhibit DB-01 at Tab 19.
Mr Burchmore again attended the Property on 19 May 2021, and noted certain changes to the colour of the Grey Fill Area where asbestos samples had been taken. He says that the First Defendant told him he had removed all the material that he had been required to remove under the First Clean-Up Notice.
Mr Philip Khalifeh is a Compliance Investigations Officer employed by the Hawkesbury City Council (the Council). The Prosecutor read an affidavit of Mr Khalifeh sworn on 11 August 2023, which included Exhibit PK-01 to that affidavit (Exhibit P2). Mr Khalifeh also gave oral evidence at the hearing.
Mr Khalifeh inspected the Property on 10 May 2021. This occurred after the Council had received a number of complaints regarding trucks entering the Property and depositing material on it. At this inspection, the First Defendant told Mr Khalifeh that he was bringing in “some material to fix up the leaking dam”: Khalifeh affidavit at [4]. Mr Khalifeh observed that a bobcat was being operated by the First Defendant to move material around the dam area of the Property, and that a large amount of other material had been transported to the Property, some of which was in piles. He also observed “demolition waste” over a large area. Following this inspection, the Council issued the First Defendant and Ms Hughes with a “notice of intention to issue orders” dated 23 July 2021, given under Part 1 of Sch 5 of the Environmental Planning and Assessment Act 1979 (NSW) (EPA Act), being a “Stop Use Order” requiring the First Defendant and his wife to, inter alia, stop use of the Property for the purposes of a “waste disposal facility” as defined under the Hawkesbury Local Environmental Plan 2012. Also on 23 July 2021, a written direction to cease earthworks was issued by the Council to the First Defendant and Ms Hughes.
On 17 August 2021, the Council issued a Development Control Order (being a Stop Use Order given under s 9.34 of the EPA Act), ordering the First Defendant and Ms Hughes to, inter alia, stop using the Property for purposes of “a waste disposal facility”: Exhibit PK-01 at [5].
Mr Khalifeh inspected the Property again on 20 October 2021. During the course of this inspection, he observed that the piles of material he had seen on his previous inspection had now been spread over the Property. Mr Khalifeh also caused three X-Trail cameras to be attached to trees in the carriageway leading to the Property for the purposes of covertly recording truck movements. These cameras subsequently disappeared.
Mr Khalifeh undertook a third inspection of the Property on 10 May 2022, during which he observed that a large amount of material had been spread on the Access Road. He also observed that further material had been imported and spread on the Property including “waste bricks and plastics”: Khalifeh affidavit at [16]. Mr Khalifeh had a conversation with the First Defendant at this time in which he said that the First Defendant indicated he had been “getting asphalt from roadworks”: Khalifeh affidavit at [18].
Mr Khalifeh inspected the Property on a fourth occasion on 24 November 2022, and observed that a “tiny house with an attached awning” was now on the Property, and that further earthworks had been undertaken on the Access Road, and the material he had observed on the Property on previous occasions had now been graded and smoothed over: Khalifeh affidavit at [21].
Mr George Ellinas was the owner of the Property immediately prior to selling it in August 2020 to the First Defendant, Ms Hughes, and Mr Andrews. The Prosecutor read an affidavit of George Ellinas affirmed on 26 June 2023 (Exhibit P3). Mr Ellinas also gave oral evidence at the hearing.
Mr Ellinas provided evidence as to material he took to the Property and its general condition prior to the date he sold it. His evidence was that he never took any asbestos to the property, nor did any other person while he was the owner: Ellinas affidavit at [18].
Mr Norman Munro Mathie is an owner of 903B Blaxlands Ridge Road, Wheeny Creek (a property adjoining the Property – the Mathie Property). The Prosecutor read an affidavit of Mr Mathie that was sworn on 20 July 2023 (Exhibit P4). Mr Mathie has been the owner of the Mathie Property since 2019. It was previously owned by his son from about 2008: Mathie affidavit at [2].
Mr Mathie explained in his affidavit and in his oral evidence that access to his property is via a right of carriageway through the Property. That carriageway is “simply a dirt track”: Mathie affidavit at [4]. Mr Mathie gave evidence as to the “dramatic” changes to the gradient of the carriageway due to the “volume of material that has been imported” onto the Access Road: Mathie affidavit at [4].
Mr Mathie explained that he had first had a conversation with the First Defendant in 2021. When he enquired about the earthworks taking place on the Property, the First Defendant told him that he was “putting in a DA to live here, and also put some holiday huts on the land”: Mathie affidavit at [14].
Mr Mathie subsequently saw the First Defendant operating a bobcat on the Property and moving material around. The material appeared to Mr Mathie to be made up of bricks and concrete. He later enquired with the First Defendant whether any of the material was asbestos, which the First Defendant denied. He subsequently complained to the First Defendant about the changing gradient to the right of carriageway, and says that he was assured by the First Defendant that it would be fixed. Mr Mathie states that the First Defendant told him that “the EPA believe the site is contaminated”: Mathie affidavit at [23].
Amanda Kelly is the Principal Investigator at the Waste Crime Taskforce of the Prosecutor, who read an affidavit affirmed by Ms Kelly on 30 August 2023 (including Exhibit AK-01): Exhibit P5 in the proceedings.
Ms Kelly, other employees of the Prosecutor, and officers from NSW Police Force executed a Search Warrant at the home of the First Defendant and his wife (9 Avon Place, Windsor Downs (the Hughes Residence)) on 21 June 2022. During the execution of the Search Warrant, Ms Kelly gave instructions for data to be downloaded from a number of electronic devices that were seized: Kelly affidavit at [32]. Later the same day Ms Kelly attended the Property, and was provided with SD cards containing footage of the entry of the Property by another EPA officer.
The Prosecutor read an affidavit of Frederick John Hennessy affirmed on 15 August 2023, which included Exhibit FH-1 to that affidavit (Exhibit P17), and Mr Hennessy was required for cross-examination.
Mr Hennessy is a Senior Investigator employed by the Prosecutor, in the role of Unit Head attached to Regional Operations West, and was assigned the role of Assistant Case Officer for the investigation. Mr Hennessy was aware of the First Clean-Up Notice issued to the First Defendant on 22 January 2021, which was prior to his role as Assistant Case Officer: Hennessy affidavit at [11].
In his first affidavit, Mr Hennessy deposed to the following matters:
(a) On 21 June 2022, he was briefed as the Case Manager for the Search Warrants executed on that same day. Mr Hennessy attended the Property with employees of the Prosecutor and staff from WSP Australia Pty Ltd (WSP). He observed that the Property had been "cleared of trees and was accessed by a shared road that runs off Blaxlands Ridge Road, Wheeny Creek". Samples of soil and other items were collected: Exhibit P17 at Tab 3. On 28 June 2022, Mr Hennessy attended the Property with Principal Investigator Garth Hazell, other staff of the Prosecutor, volumetric surveyors, and WSP staff to complete the volumetric survey and conduct sampling along the Access Road. He provided reasons for attendance at the Property to Ms Burrows (the Defendants’ solicitor) on 4 July 2022: Exhibit P17 at Tab 5. (b) A draft Clean-Up Notice was issued to the First Defendant by the Prosecutor on 12 July 2022 (Tab 6 of Exhibit P17). This draft Clean-Up Notice again informed the First Defendant that three samples of asbestos fragments had been found on the Property on 13 November 2020. It advised the First Defendant that the Prosecutor suspected a pollution incident was being caused by him and that the fill material on the Property contained asbestos, and it was suspected to be more than “ten tonnes” of asbestos waste. The Prosecutor advised the First Defendant that there was a “potential for harm to human health” because of the presence of asbestos, and indicated that the Prosecutor reasonably suspected the First Defendant’s “actions in arranging the transport and deposit of fill material containing asbestos… [and] … actions in operating earth moving equipment to spread fill material on the [Property] are causing or have caused land pollution”. The draft Clean-Up Notice required the First Defendant to take clean-up action by engaging a qualified geotechnical engineer to attend and assess the Property. The geotechnical engineer's assessment was to include:
"(a) A method to stabilise the batter/slope area as identified in Point 1 above, and to minimise all risk of geological disablement of this area;
(b) An assessment of the harm to the environment of the contaminated waste material in this area, including the risk and associated danger of the spillage continuing in this area;
(c) An assessment of the continuing impacts to the environment, including pollution to land and potential pollution of waters; and
(d) A proposal on removal of the asbestos contaminated waste material from this area, including a remedial action plan": Exhibit P17 at Tab 6.
(c) On 26 July 2022, Ms Burrows requested a two-week extension to comment on the draft Clean-Up Notice: Exhibit P17 at Tab 7. On 1 August 2022, Ms Burrows provided comments on the draft Clean-Up Notice: Exhibit P17 at Tab 12. (d) On 11 August 2022, an amended Clean-Up Notice (Second Clean-up Notice) was issued: Exhibit P17 at Tab 16. The Second Clean-Up Notice, identified as 'Stage One', required the same clean-up action as the draft notice, namely, the engagement of a qualified geotechnical engineer to assess the Property. The Second Clean-Up Notice outlined the Prosecutor's reasonable suspicion of a land pollution incident based on its officer's observations and the results of samples collected from the Property. In the notice, the First Defendant was told that the Prosecutor had formed the view that more than 10 tonnes of fill material deposited at the land contained asbestos waste and posed a potential risk to human health. (e) Further correspondence was exchanged between Ms Burrows and the Prosecutor in August and September 2022, in which Ms Burrows requested (and was granted) further extensions of time to respond to the notices and to comply with their clean-up actions: Exhibit P17 at Tabs 17-20. (f) A Variation of Notice of Clean-Up Action (Variation Notice) was issued on 28 September 2022 and required compliance by 5pm 21 October 2022: Exhibit P17 at Tab 21. The Variation Notice stated that the Prosecutor reasonably suspects that the First Defendant was causing or caused a pollution incident at the Property by causing the transport of waste within the meaning of the Act, including waste containing asbestos. Ms Burrows responded to this Variation of Notice on 21 October 2022, confirming compliance with the directions to take action: Exhibit P17 at Tab 22. (g) In November 2022, the Prosecutor became aware of possible activity at the Property involving a grader operator. On 9 November 2022, the Prosecutor sought reasons for those operations and provided Ms Burrows with a copy of a Prevention Notice served on 21 June 2022: Exhibit P17 at Tab 23. The Prosecutor attended the Property on 11 November 2022 and again on 24 November 2022. Mr Hennessy and Mr Hazell observed the ground had been smoothed over, with tyre tracks visible and previous sampling pits filled in. No changes were observed at the subsequent attendance. (h) A Third Clean-Up Notice dated 6 December 2022 (the notice the subject of Charge 5 brought against the First Defendant), directed the First Defendant to provide the Prosecutor with a Remedial Action Plan, and to remove the contaminated fill material: Exhibit P17 at Tab 30. The Prosecutor advised that several samples analysed from the site inspection undertaken on 21 June 2022 confirmed the presence of asbestos, and that it reasonably suspected a pollution incident was occurring and ongoing given these sampling results.
The Prosecutor read an affidavit of Hannah Robertson affirmed 19 April 2023 including Exhibit HR-01 (Exhibit P23). Ms Robertson is a Senior Investigator employed by the Prosecutor and was required for cross-examination.
On 21 June 2022, Ms Robertson attended the Property in relation to the execution of the Search Warrants, and was tasked with the role of “Exhibit Officer”: Exhibit P23 at [8]. Ms Robertson deposed that officers of the Prosecutor assisted WSP staff with collecting samples onsite and that she “logged a significant number of exhibits into the EPA’s exhibit log book”: Robertson Affidavit at [17], [21] and Tabs 2-3.
The Prosecutor also read a supplementary affidavit of Hannah Robertson affirmed 20 July 2023 including Exhibit HR-02 (Exhibit P24), which includes various photographs taken by Ms Robertson at a site inspection at the Property on 2 August 2022. Alongside Mr Hazell and Mr Hennessy, Ms Robertson walked from the nearby wetland area to the top of the Property to note observations and to collect waste samples. The image attachments to exhibit P24 include photographs of polystyrene balls, concrete, asphalt, tiles, terracotta, bricks, and potential asbestos containing material: Robertson Supplementary Affidavit at [13]-[18].
Ms Michelle Roberts is a Senior Investigator employed in the Prosecutor’s Specialist Investigations Section. The Prosecutor read an affidavit of Ms Michelle Ann Roberts affirmed on 30 August 2023 including Exhibit MR-1 (Exhibit P25). The Prosecutor also read two supplementary affidavits by Ms Roberts: a supplementary affidavit affirmed on 6 March 2024 (Exhibit P26), and another affirmed on 20 September 2023 (Exhibit P27).
Ms Roberts deposes to the records and documentation that the Prosecutor has kept on the Defendants’ file for the alleged offences on the Property, which are attached to her affidavit and include land title searches, ASIC company searches, video recordings taken when the Search Warrants were executed, and various Notice to Provide Information and Records issued to various companies that own vehicles that have entered or left the Property: Exhibit P25.
The Prosecutor read an affidavit of Ms Alana Smylie affirmed on 31 May 2024 (Exhibit 20), which included the laboratory analysis of samples collected from the Defendants’ Property. Ms Smylie was an Asbestos Identifier and Team Leader at the ALS Environment Laboratory. As Asbestos Identifier at ALS Environmental, her responsibilities included analysing asbestos samples. Ms Smylie has a Bachelor of Science from Newcastle University and was authorised to approve Certificates of Analysis of various tests conducted on samples sent to ALS Environment.
Ms Smylie deposed that ALS Environment is a National Association of Testing Authorities (NATA) accredited laboratory, and that the scope of the accreditation extends to asbestos identification both in bulk and in soil: Exhibit P20 at [6]. Tendered in the proceedings and forming part of Exhibit P20 were the “AS4964-2004 Australian Standard – Method for qualitative identification of asbestos in bulk samples”, which confers the testing procedures undertaken by the laboratory, as well as the Certificate of Analysis records and corresponding Chain of Custody documentation.
Mr Andrew Ford was engaged by the Prosecutor to prepare a volumetric survey (Survey) of fill material on the Property and the Access Road. Mr Ford has been a surveyor for 33 years and is a Registered Surveyor at Freeburn Surveying: see the affidavits of Andrew Peter Ford affirmed on 15 July 2023 (Exhibit P21) and 7 March 2024 (Exhibit P22).
Mr Ford’s Survey estimates were that the volume of fill placed on the Property was about 43,150 cubic metres, and about 3,000 cubic metres of fill on the Access Road: see Table 1 of Exhibit P21 at [27].
Mr Ford prepared an expert report comparing the volumetric surveys carried out by Metwest Surveying Pty Ltd in June and August 2021 with the volumetric survey by Freeburn Surveying dated 21 June 2022 and 28 June 2022: Exhibit P22 at [3]. Mr Ford considers that there was an increase of fill material (waste) volume on the Property over specified periods of time between the surveys. In particular, Mr Ford concludes that:
“at least 5,750 cub[ic] metres of material fill being added within its boundaries between 15 June 2021 and 30 August 2021. An amount of at least 6,000 cubic metres of material fill has been added to approximately the same area between 30 August 2021 and 21 June 2022. Total volume added by combination of computed fill volumes is approximately 11,700 cubic metres”: Exhibit P22 at Exhibit AF-02 at [11].
The Prosecutor read an affidavit of Colin McKay affirmed on 8 September 2023 (Exhibit P29). Exhibit CM-1 of that affidavit is an expert report of the same date (First McKay Report).
Mr McKay is a Principal Environmental Scientist with 25 years of environmental consulting experience focusing on contaminated site assessment, soil and groundwater investigation and remediation, acid sulfate soil and salinity studies, waste classification and health risk assessment. He has been employed as a Technical Executive in the Contaminated Land Management team of WSP for 10 years: Exhibit P29 at [1] and Tab L.
Mr McKay was engaged by the Prosecutor to prepare an expert report on the nature and extent of contamination in any fill imported to the Property and Access Road, and to provide an opinion on its waste classification, and whether it has deleteriously affected the Property and the Access Road: Exhibit P29 Tab 1 at [1] and [231]. Mr McKay and other employees of WSP visually inspected the fill material on the Property on 21 June 2022 and 28 June 2022, and undertook soil sampling. In addition, they inspected nine additional filled clearings along the Access Road connecting the Property to Blaxland Ridge Road: Exhibit P29 Tab 1 at [10]. These samples were analysed by ALS Environmental (a NATA accredited laboratory): Exhibit P29 Tab 1 at [34]. In addition to the First McKay Report, Mr McKay provided a further three supplementary reports (discussed below) and was required for cross-examination.
Mr McKay’s site locations are shown at Appendix A to the First McKay Report, and a survey map forms Appendix B, and is Attachment 1 to this judgment. They are described as follows in The First McKay Report:
“At the time the Investigation Area comprised vacant privately owned land and national park (part of Wollemi National Park). Surveys of the filled areas are provided in Appendix B, and include Site 1 (located on the Premises) and Sites 2 to 9 (along the Access Road). A further filled area (Site 10) was not surveyed but was noted during the inspections and the location is shown on Figure 2, Appendix A. Seven stockpiles of fill were also observed on the Investigation Area and are shown on Figures 1 and 2, Appendix A”: Exhibit P29 Tab 1 at [10].
“12. …A more recent and significant filling event, in terms of land disturbance and lateral extent, commenced between August 2019 and February 2022 (based on available aerial photographs), but had further expanded by the time of the site inspections carried out in June 2022.
13. …Site 1 comprised largely cleared filled land with a few temporary sheds, a dam and a driveway that traversed Site 1 from south to north. Fill thickness ranged from 0.2 m thick near the centre of the ridgeline, to over 3.6 m in the north and east of the ridgeline (maximum reach of the excavator) where the natural grade dropped away. The filled land had steep batters to the north and east, and a more gradual slope to the west, down to unfilled bushland in all directions. Site 1 contained an estimated 42,850of fill (survey estimate, Appendix B)”: Exhibit P29 Tab 1 at [12]-[13].
“14. The smaller sites along the access driveway between Blaxlands Ridge Road and the Premises were clearings where, for the most part, spread fill appeared to have been pushed into the natural bushland on either side of the roadway. This filling appears to have largely occurred between February 2022 and June 2023. In total these were estimated to comprise a further 3,056 (based on survey estimates in Appendix B plus a visual estimation of Site 10). It is noted the fill in one of these clearing [sic] (Site 7, with an estimated volume of 16) appeared to predate the Relevant Period”: Exhibit P29 Tab 1 at [14].
“15. The various stockpiles of fill that were also noted during the inspection existed either on the Site 1 filled land (Stockpiles 1 to 4), or along the Access Driveway (Stockpile [sic] 5 to 7). The stockpiles were estimated to have an aggregate volume of 342 (based on survey estimates and Appendix B, plus a visual estimation where no survey data was provided)”: Exhibit P29 Tab 1 at [15].
“16. …a brown Silty Sandy Clay or Sandy Clay with varying quantities of foreign materials that were generally consistent with construction and demolition waste including; terracotta and ceramic tile fragments, crushed concrete and bricks, plastic, timber, particle board and masonite, glass, polystyrene, PVC and metallic debris”: Exhibit P29 Tab 1 at [16].
Mr McKay considered most of the fill on the Property to have been “recently placed, based on the lack of established vegetation on the surface”: Exhibit P29 Tab 1 at [46]. He did not observe any indications of excavation or recent earthworks on the site and therefore did not consider the Property to be the source of the fill materials: Exhibit P29 Tab 1 at [50].
Based on a review of aerial photographs for the investigation area (taken between 1964 and 2022) and its surrounding areas, as well as observations made at the time of the site inspections, Mr McKay considered it probable that the fill was imported and sourced from offsite and that this had occurred “post August 2019”: Exhibit P29 Tab 1 at [17], [46], [202] and [241]. Mr McKay’s reasoning included that:
(a) aerial photographs of the site (see Appendix F of the First McKay Report) between 1964 and August 2019 showed the investigation area “largely unchanged”. However, an aerial photograph taken in February 2022 showed:
“the majority of the vegetation in site 1 had been cleared with the exception of some trees in the west of site 1. Filling was visible across the majority of site 1. A stockpile of fill was visible on the centre of site 1 and a truck or other earthmoving equipment was visible immediately adjacent to the stockpile. Stockpiles were visible to the northeast of the shed and stock site 1. Scrape marks from filling activities were visible on the northern portion of site 1 and a skid steer or similar piece of earthmoving equipment was visible immediately to the southwest of the scrape marks. The dam had approximately doubled in size. Filling was visible on site 2, site 6 and site 8 and the access road appeared wider in the vicinity of site 4 and site 5 indicating possible filling at these locations”: Exhibit P29 Tab 1 at [58].
(b) there was no evidence of significant excavation works elsewhere on the Property at the time the filling was occurring (with the exception of minor dam excavation); (c) the majority of the fill included foreign materials, consistent with construction and demolition waste, which were not observed in the natural underlying soils of the Property; and (d) the soil textures and colours in the fill layers were generally inconsistent with underlying natural soil textures and colours: Exhibit P29 Tab 1 at [202].
“18. …including 75 from the Premises (Site 1), 16 from various filled areas along the verges of the Access Road, and 7 test pits excavated into the Access Road surface itself (to confirm that the road had not been affected by the more recently imported material). In total 131 primary soil samples were collected from fill materials, including various layers in test pits and from the stockpiles. A further 62 fibre cement fragments (considered potential asbestos containing materials) were collected for identification analysis”: Exhibit P29 Tab 1 at [18].
“19. … - Asbestos… was detected in most filled areas, with measured exceedances of health-based criteria in four of the 10 sites (including Site 1, which comprises over 85% of the Fill Material). The fill encountered had a similar appearance and had been placed at a similar time period and so all the filled areas (except Site 7, in which the fill appeared to pre-date the Relevant Period) were considered likely to have asbestos present at levels exceeding site criteria.
- Stockpiles were generally found to be free of detectable asbestos, with the exception of Stockpile 6 and 7 (total of 15 )”: Exhibit P29 Tab 1 at [19].
| LOCATION | DESCRIPTION | AREA ESTIMATE (m²) | VOLUME ESTIMATE (m²) | | Site 1 | The main filled area at the Premises was assessed by excavating 75 test pits (TP01 to TP28, and TP30 to TP76). The fill varied in depth from less than 0.1 m to beyond 3.6 m (the maximum excavator reach). The fill was shallowest along the natural north/south ridgeline that ran along the centre to western third of the site. | 39,474 | 42,850 (1) | | Site 2 | Site 2 was located on the western side of the access driveway, approximately 1.1km from the intersection with Blaxlands Ridge Road. It appeared to be a levelled area that had been freshly filled based on the lack of vegetation (photographs 21 and 22). The area was assessed by excavating three test pits (TP78 to TP80). Fill materials were found to be between 0.4 and 1.2 m thick and comprised brown sandy silty clay with foreign materials variously including brick, timber, ash, glass PACM (photographs 23 and 24). | 748 | 388 (1) | | Site 3 | Site 3 was located on the eastern side of the entrance driveway, approximately 1 km from Blaxlands Ridge Road. It had a footprint of approximately 8m2. This zone comprised a single stockpile placed in what appeared to be a pre-existing clearing based on existing grass in the area (photograph 25). As the site comprised a single stockpile (Stockpile 5) it is discussed in Table 6.2. | 8 | Captured in Table 6.2 | | Site 4 | Site 4 is located on the eastern side of the entrance driveway approximately 1km from Blaxlands Ridge Road. The site was a clearing in the bushland that appeared recently formed based on the lack of vegetation visible on the surface (photograph 27). The site was level with the roadway and relatively flat but fell steeply down batters to the north east and south that were visually estimated to be 2 m high in places (photograph 28). The site was assessed by a single test pit (TP82). Fill at TP 82 was measured to be 1.15 m thick and comprised a dark brown ashy silty sand, brown and grey clays and sandstone (photograph 29). The ashy soils contained coke and charcoal throughout (photograph 30). The fill was found to have frequent foreign materials including glass, ceramic, timber and PVC plastic. | 392 | 287 (1) | | Site 5 | Site 5 is located on the eastern side of the entrance driveway approximately 0.8 km from Blaxlands Ridge Road. The site was a clearing in the bushland that appeared recently formed based on the lack of vegetation visible on the surface (photograph 31). The site was level with the roadway and relatively flat but fell steeply down batters to the north, east and south that were visually estimated to be between 1 and 4 m high (photograph 32). The site was assessed by two test pits (TP83 and TP84) and 4 additional surface PACM fragments (JM101 to JM104). Fill in the test pits was measured to be between 0.7 and 1.1 m thick and comprised brown and dark brown clays and some orange clay with pockets of black ashy waste. The soil contained some foreign materials including plastic, ceramic, timber, glass, a dark brown ashy silty sand, brown clays and sandstone (photographs 33 and 34). The ashy soils contained coke and charcoal throughout. The fill was found to have frequent foreign materials including glass, ceramic, timber and PVC plastic. | 668 | 638 (1) | | Site 6 | Site 6 was located approximately 0.7 km from the intersection with Blaxlands Ridge Road and spanned both sides of the Access Road. The area comprised freshly levelled clearings in the bush based on the lack of vegetation on the fill (photographs 35 and 36). In places established trees had been filled around. The area was assessed by excavating 5 test pits (TP85 to TP89), with one additional test pit placed on the roadway (TP98). Fill material on the eastern side ranged from 0.6 m to 2.2 m thick, while fill on the western side ranged from 1.0 m to 1.2 m thick. The fill on both sides of the driveway appeared quite similar comprising brown gravelly sandy clay and silty clay with foreign materials variously including bricks, timber, ash, glass, plastic, concrete and in places PACM (photographs 37 and 38). | 2443 | 1,636 (1) | | Site 7 | Site 7 is located on the eastern side of the entrance driveway, approximately 0.4 km from Blaxlands Ridge Road. This zone appeared to be an older level filled clearing based on established grass in the area (photograph 39). One test pit (TPA) was excavated into the site. Fill was found to be shallow, 0.2 m deep, and comprised an orange/brown clay with brown sandy clay and some shale (photograph 40). Some foreign materials were present including brick concrete and PVC. | 119 | 16 (1) | | Site 8 | Site 8 was located on the eastern side of the access driveway, approximately 0.3 km from the intersection with Blaxlands Ridge Road. It appeared to be a poorly levelled area with a slope to the east that had been freshly filled based on the lack of vegetation (photograph 41). The area was assessed by excavating one test pit (TP90). Fill materials were found to be approximately 0.4 m thick and comprised brown sandy clay and some sandstone with foreign materials including ceramic, plastic, concrete, glass, blue metal, terracotta, and some PACM fragments (photograph 42). | 200 | 55 (1) | | Site 9 | Site 9 was located on the eastern side of the access driveway, approximately 0.13 km from the intersection with Blaxlands Ridge Road. It appeared to be a levelled area that had been freshly filled based on the lack of vegetation (photographs 43). The area was assessed by excavating one test pit (TP91). Fill materials were found to be shallow at 0.2 m thick and comprised brown sandy clay and sandstone with frequent foreign materials including wire, ceramic, concrete, glass, and PACM fragments (photograph 44). | 55 | 5 (1) | | Site 10 | Site 10 was not surveyed but was located on the eastern side of the driveway, approximately 1.25 km from the intersection with Blaxlands Ridge Road. The site was a freshly disturbed clearing in the bushland (photograph 45). Fill was assessed by a single test pit (TP77) and was found to be 0.7 m thick. The fill was described as a light brown silty sand with gravels and occasional concrete fragments (photograph 46). | 45 | 31 (2) | | Total estimated volume of spread fill | 45,906 |
(1) Volume estimate from survey (see Appendix B)
(2) Volume not surveyed, visual estimate only.
| LOCATION | DESCRIPTION | VOLUME ESTIMATE (m3) | | Stockpile 1 | Stockpile 1 was located centrally on Site 1. It comprised a large mound of crushed gravelly sand that had the appearance of crushed asphalt. Four samples (SS03 to SS06) were collected from this material. | 300 (1) | | Stockpile 2 | Stockpile 2 was located on the eastern side of Site 1, at the top of the steep batter. It appeared to be a small irregular shaped stockpile of soil-based fill, it appeared to be two loads (or a truck and dog load). One sample was collected from the stockpile (SS02) and described as a dark brown gravelly clayey sand with foreign materials including terracotta, glass, brick, plastic, tile, timber and PACM. | 10 (2) | | Stockpile 3 | Stockpile 3 was also located on Site 1, north of Stockpile 2 and on the level area immediately west of the steep batter present on the eastern side of the site. It was a small oval shaped stockpile of soil-based fill, it appeared to be a single load. One sample was collected from the stockpile (SS01) and the fill was described as a dark brown gravelly sand with foreign materials including brick, terracotta and plastic. | 5 (2) | | Stockpile 4 | Stockpile 4 was located centrally on the main filled areas, immediately to the west of Stockpile 1. It comprised two small stockpiles (shown as stockpile 4a and 4b) that appeared of similar material. Each sub stockpile appeared to be a single truck load. One sample was collected (SS07) and described as a brown gravelly clayey sand with glass, sandstone gravels, asphalt gravels and fabric. | 8 (2) | | Stockpile 5 | Stockpile 5 was located on the eastern side of the driveway. It was surveyed as Site 3. The stockpile appeared to be a single truck load located in a possibly pre-existing clearing. One test pit was placed into the stockpile (TP81) and the material encountered was a medium brown loose sandy material with brick and concrete fragments up to 30 cm diameter (photographs 25 and 26). | 4 (1) | | Stockpile 6 | Stockpile 6 was located at the southern end of the entrance driveway, at the head of a track leading to the west (photograph 47). It appeared to be a single large truck load and was described as dark brown sandy silty clay with sandstone and shale gravels and some foreign materials including plastic, concrete and silt fencing fabric (photograph 48). One sample (SS08) was collected from the stockpile. | 5 (2) | | Stockpile 7 | Stockpile 7 was located further to the west along the same track that Stockpile 6 was located at the head of. The stockpile appeared larger than Stockpile 6 and may have comprised a truck and dog load (photograph 49). The material was described as dark brown sandy silty clay with sandstone and shale and contained some foreign materials including plastic, brick, concrete, coal, packing tape and PACM (photograph 50). One sample (SS08) was collected from the stockpile. | 10 (2) | | Total volume of stockpiles (m3) | 342 |
(1) Volume estimate from survey (Appendix B)
(2) Volume not surveyed, visual estimate only.
| LOCATION | DESCRIPTION | VOLUME ESTIMATE (m3) | | Access Roadway | The Access Road (photographs 51 and 52) was assessed by excavating shallow test pits through the surface at approximately 200 m increments between Blaxlands Ridge Road and the entrance to the Premises (Test pits TP92, TP94, TP96, TP98, TP100, TP102 and TP104. The materials encountered in the roadway generally comprised a greyish brown gravel of crushed bitumen and blue metal or dark brown gravelly sand with crushed brick, concrete and tile fragments overlying road base gravel of crushed concrete and terracotta, compacted yellow sandy clay, or weathered sandstone. Natural sandy clay or weathered sandstone was generally encountered at between 0.2 and 0.5 m (photographs 53 and 54). No asbestos containing materials were observed on the roadway, although one sample of soil immediate adjacent to Site 2 (TP102) contained a trace detectable presence at less than the laboratories estimated quantitation limit. It is probable this was associated with the fill spread at Site 2 which was found to contain asbestos. | N/A |
| LOCATION | VOLUME (m3) | DESCRIPTION | WASTE CLASSIFICATION | | Site 1 | 42,850 m3 (68,560 t) (1) | Concentrations of TRH, BTEX, PAHs, pesticides, PCBs, phenols, VOCs, SVOCs and PFAS were reported below the thresholds for general solid waste. However, asbestos was found within 40 fragments either collected from the site surface or sieved from the waste during soil sampling, and was also detected in the soil matrix at 3 locations. The presence of asbestos means this material is classified as Special Waste (Asbestos Waste). | Special Waste (Asbestos Waste). | | Site 2, Site 4, Site 5, Site 6, Site 8, Site 9 and Site 10 | 3,040 m3 (4,864 t) (1) | For the purposes of waste classification sites 2, site 4 to 6, and sites 8 to 10 were considered the one source. This was based on the similarity of the descriptions of the waste, and the fact these areas all appeared recently filled. The composition of the fill in Site 7 appeared different to these others, and it was overgrown by vegetation indicating a separate, earlier event. For this reason it is discussed separately. Within these above listed sites, concentrations of TRH, BTEX, PAHs, pesticides, PCBs, phenols, VOCs and SVOCs and PFAS were reported below thresholds for general solid waste. However, asbestos was found within 12 fragments either collected from the site surface or sieved from the waste during soil sampling and was also detected in the soil matrix at 3 locations. The presence of asbestos in the soil means this material is classified as Special Waste (Asbestos Waste). | Special Waste (Asbestos Waste). | | Site 7 | 16 m3 (25 t) (1) | In the single sample collected from this area, concentrations of heavy metals, TRH, BTEX, PAHs, pesticides, PCBs, phenols, VOCs, SVOCs and PFAS were reported below the thresholds for general solid waste. Asbestos was not found on the surface or in the fill at this location, therefore the waste from Fill Site 7 is considered consistent with general solid waste. | General Solid Waste | | Stockpile 1 | 300 m3 (480 t) (1) | Four samples were collected from Stockpile 1. Concentrations of TRH, BTEX, PAHs, pesticides, PCB and phenols met thresholds for general solid waste. Asbestos was not found on the surface or in the fill at this location, therefore the waste from Stockpile 1 was considered consistent with general solid waste. | General Solid Waste | | Stockpile 2 Stockpile 3 Stockpile 4 and Stockpile 5 | 27 m3 (45 t) (1) | Stockpile 2, Stockpile 3, Stockpile 4 and Stockpile 5 were considered together for the purposes of waste classification due to their similarity in description and chemical properties. A total of four soil samples were collected from these stockpiles. Concentrations of TRH, BTEX, PAHs, pesticides, PCBs, phenols and PFAS were reported below the thresholds for general solid waste. Asbestos was not found on the surface or in the fill encountered while collecting soil samples from these stockpiles, therefore the waste from Stockpile 2, Stockpile 3, Stockpile 4 and Stockpile 5 was considered consistent with general solid waste. | General Solid Waste | | Stockpile 6 and Stockpile 7 | 15 m3 (25 t) (1) | Stockpiles 6 and 7 were located in close proximity and had a similar appearance and composition. For this reason, they were assessed together for the purposes of waste classification. Two soil samples were collected from these stockpiles. Heavy metals, TRH, BTEX, PAHs, pesticides, PCBs, phenols and PFAS were reported below the thresholds for general solid waste. However, asbestos was detected in a fragment of PACM found on the surface of Stockpile 7. The presence of asbestos in the soil means this material is classified as Special Waste (Asbestos Waste). | Special Waste (Asbestos Waste). |
(1) Assuming a bulk density of approximately 1.6 t/m3
| LOCATION | VOLUME AND ESTIMATED TONNAGE (1) | EXCEEDANCE OF HEALTH-BASED CRITERIA (2) | EXCEEDENCE OF ECOLOGICAL CRITERIA (2) | WASTE CLASSIFICATION (3) | | Site 1 | 42,850 m³ (68,560 t) | Asbestos, chromium | Chromium, copper, nickel, zinc, TRH F3 (C16-C34) and benzo(a)pyrene | Special Waste (Asbestos) | | Site 2, Site 4, Site 5, Site 6, Site 8, Site 9 and Site 10 | 3,040 m³ (4,864 t) | Asbestos, lead, TRH F2, (C10-C16 – Naphthalene) | Chromium, copper, nickel, zinc, TRH F2 (C10-C16 minus Naphthalene) TRH F3 (C16-C34) and benzo(a)pyrene | Special Waste (Asbestos) | | Site 7 | 16 m³ (25 t) | Nil | Nickel, zinc | General Solid Waste | | Stockpile 1 | 300 m³ (480 t) | Nil | Copper, nickel, TRH F3 (C16-C34) | General Solid Waste | | Stockpile 2 to Stockpile 5 | 27 m³ (45 t) | Nil | Nickel, zinc | General Solid Waste | | Stockpiles 6 and Stockpile 7 | 15 m³ (25 t) | Asbestos | Nickel, zinc | Special Waste (Asbestos) |
(1) Assumes an approximate density of 1.6 t/m3 (Rawlingson, 2015, pp752 ‘in situ dry clay and gravel’ quotes 1.66 t/m3)
(2) Chemicals listed here were detected in one or more samples at concentrations exceeding the relevant criteria. For further details refer to Section 6.3.1 (human health) and 6.3.2 (ecological).
(3) This waste classification is a summary of findings presented in Section 6.3.4.
Mr McKay’s opinion was that the fill material represents “a low to moderate risk of harm to the health or safety of human beings” due to the presence of asbestos, and “low to moderate risk to ecological receptors” given the “frequency of chemical results failing the adopted criteria applicable to areas of environmental significance”: Exhibit P29 Tab 1 at [243].
It is convenient to set out the entirety of Mr McKay’s conclusions in the First McKay Report which are as follows:
“WSP was engaged by the NSW EPA to assess the nature and extent of contamination in imported fill, its waste classification, and whether it has degraded the Premises (903C Blaxlands Ridge Road, Wheeny Creek NSW), and nine filled areas along the Access Road leading to the Premises. WSP carried out site inspections on 21 June 2022 (the Premises) and 28 June 2022 (the Access Road). At the time the Investigation Area comprised vacant privately owned land and national park (part of Wollemi National Park).
The Investigation Area lies along a north south oriented ridge, located between Wheeny Creek to the north and Blaxlands Ridge Road to the south. The ridge has an elevation of between 125 mAHD and 150mAHD. On either side of the ridge the land falls into a series of gullies running either north east (eastern side of the ridge) or north west (western side of the ridge), before draining into wetlands to the north east and to the north west of the site. These wetlands, in turn, drain to Wheeny Creek north of the site.
Desktop review of the site history indicated the Investigation Area was bushland until 1975, with evidence of a track following the current ridgeline but no other development evident to that time. Between circa 1984 and 2010 there were several stages of land clearance and possible filling on The Premises. These occurred on the centre of Site 1, either side of the driveway. The most recent and significant filling commenced between August 2019 and February 2022 (based on available aerial photographs), but had further expanded by the time of the site inspections carried out in June 2022.
The majority of filling occurred at the Premises (Site 1), which comprised largely cleared filled land with a few temporary sheds, a dam and a driveway that traversed the site from south to north. Fill thicknesses at Site 1 ranged from 0.2 m thick near the centre of the ridgeline, to over 3.6 m in the north and east of the ridgeline (maximum reach of the excavator). The filled land had steep batters to the north and east, and a more gradual slopes to the west, down to unfilled bushland in all directions. Site 2 comprised an estimated 42,850 m³ of fill (survey estimate, Appendix B).
The smaller filled sites along the access driveway between Blaxlands Ridge Road and the Premises were clearings where, for the most part, spread fill appeared to have been pushed into the natural bushland on either side of the roadway. In total these were estimated to comprise a further 3,056 m³. With the exception of fill in Site 7, which appeared to predate the Relevant Period, the filling along the Access Road appeared to have been recently placed.
Various stockpiles of fill were also noted during the inspection. Stockpiles 1 to 4 were located on Site 1, and Stockpile 5 to 7 were along the Access Road. The stockpiles were estimated to have an aggregate volume of 342m³.
The Fill Material was assessed through excavations of 98 test pits into the surface of the filled areas and surrounds, including 75 from the Premises, 16 from various filled areas along the verges of the Access Road, and 7 test pits excavated into the Access Road surface itself. The material in each test pit was described and samples of representative fill layers were taken. In total 131 primary soil samples were collected from fill layers in test pits, and from the various stockpiles. A further 62 fibre cement fragments (considered potential asbestos containing materials) were collected for identification analysis.
The results of the investigation indicated the following:
- The majority of the Fill Material was described as a brown to dark brown Silty Sandy Clay or Sandy Clay with varying quantities of foreign materials that were generally consistent with construction and demolition waste including; terracotta and ceramic tile fragments, crushed concrete and bricks, plastic, timber, particle board and Masonite, glass polystyrene, PVC and metallic debris.
- Laboratory results showed:
- Chemical contaminants in the filled areas and stockpiles rarely exceeded the most sensitive human health-based criteria (standard residential), and where they did, results were considered statistically insignificant.
- Asbestos, however, was detected in most fill areas, with measured exceedances of health-based criteria in four of the 10 sites (including Site 1, which comprises over 85% of the Fill Material). The fill encountered had a similar appearance and had been placed at a similar time period so all the filled areas (except Site 7, in which the fill appeared to pre-date the Relevant Period) were considered likely to have asbestos present at levels exceeding site criteria.
- Stockpiles were generally found to be free of detectable asbestos, with the exception of Stockpile 6 and 7 (total of 15m³).
- The chemical results generally failed sensitive ecological criteria applicable to areas of environmental significance, which were deemed relevant given part of the investigation area spans national park and otherwise areas zoned for Environmental Living; and as the downgradient receptors are listed wetlands on Councils LEP (2012). Failures of these criteria were predominantly due to nickel and zinc, but on occasion chromium, copper, TRH F2 (C10-C16 minus Naphthalene) and benzo(a)pyrene were also recorded.
Where detected, chemicals were generally higher in fill than in the natural samples. None of the natural samples exceeded criteria for areas of ecological significance.
Due to the presence of asbestos in the Fill Material it is classified as Special Waste (Asbestos), and cannot be reused. It must be disposed of at a facility licenced to accept Special Waste. It was inferred that the volume of Special Waste was approximately 45,905 m³ (~73,450 t). The locations classified as Special Waste included:
- Spread Fill Material in Area 1, Area 2, Area 4, Area 5, Area 6, Area 8, Area 9 and Area 10; and
- Stockpile 6 and Stockpile 7.
Waste that was free of asbestos had chemical results consistent with General Solid Waste. In total 343 m³ (~550 t) was classified as General Solid Waste. The locations classified as General Solid Waste include:
- Spread Fill Material in Area 7; and
- Stockpile 1 to Stockpile 5.
Based on the fill descriptions and the lack of significant excavations on the site, the fill encountered was concluded to have been sourced from offsite. One minor exception was the observation that the onsite dam appeared to increase in area during the Relevant Period. As such it is probable that the excavated soil arising from this activity would have been placed on the site and would therefore represent a small amount of site derived fill. Based on an estimate of the area and likely depth this would represent approximately 1% of the fill volume at the site.
Based on the visual observations and laboratory analysis it was concluded that the Fill Material represents waste (as defined in the dictionary section of the POEO Act 1997) that has been brought to site.
The Fill Material was assessed as representing a low to moderate risk of harm to the health or safety of human beings, primarily as a result of the presence of asbestos and a low to moderate risk to ecological receptors given the frequency of chemical results failing the adopted criteria applicable to areas of environmental significance.
At the time of the inspection the Fill Material was generally not vegetated or otherwise stabilised, and no sediment controls were noted. This represents a risk of sediment migration, exacerbated by the length and steepness of various batters particularly at Site 1. If sediment migrates offsite it could result in increased risk to downstream ecological receptors in direct contact with the material. The mode of impact and severity of the effects are beyond my area of expertise and would need input from an ecotoxicologist.
In addition to the contamination concerns, the filling is likely to have caused various physical impacts including the following:
- Foreign materials, where present, can represent an aesthetic concern, and depending on the nature and extent, may represent a geotechnical limitation, although geotechnical matters are outside of my area of expertise.
- The Fill Material is expected to have compacted underlying natural soils, reducing their quality and ability to support vegetation.
- The stockpiling and spreading of Fill Material may have altered the infiltration of water, potentially leading to greater surface run off, although assessment of the nature and extent of this alteration is beyond my area of expertise and would require input from an hydrologist or flooding specialist.
In my opinion the importation of the Fill Material has altered the environment and in accordance with the definitions provided in the Definitions section of this report has:
- Degraded the land;
- Represents pollution of land;
- Represents potential risk of harm to human health at the Premises; and
- Represents a potential risk of harm to ecological receptors, both on the site, and offsite in the wetlands located to the north east and north west of the Investigation Area”: First McKay Report at [231]-[246] (emphasis added).
The Defendants engaged Mr Nicolas Israel who prepared an expert report dated 25 November 2024 (First Israel Report) (Exhibit D13), as well as a supplementary expert report dated 29 October 2025 (Supplementary Israel Report) (Exhibit D14). Mr Israel was required for cross-examination.
Mr Israel has been an environmental engineer for over 39 years and has completed post graduate studies in environmental areas such as air, odour, noise, site contamination, investigations, asbestos awareness training and sewerage management. He is a qualified Professional Mechanical Engineer: Exhibit D12 and Exhibit D13 at [2].
Mr Israel was engaged by the Defendants to provide advice and comments on the expert reports in the relevant proceedings and “to undertake additional assessments, investigations and reviews” on the aspects listed in Section 3.2: Exhibit D13 at [1]. In particular, Mr Israel was requested to provide advice on the claims and findings in the First McKay Report, the appropriateness of sampling by WSP and employees of the Prosecutor, the statements made by laboratory analysts, the historical aerial views, the changes in vegetation status and the impact or potential impact on human health and the environment: Exhibit D13 at [3.2]. Mr Israel was asked to provide comments on the other specialised expert reports engaged by the Defendants (see below).
In the First Israel Report, Mr Israel outlined his areas of disagreement with Mr McKay in the following manner:
“Based on this statement of evidence [First McKay Report] there is no clear delineation between certified clean materials (ENM) imported by the client and the materials that were already deposited at the site for years before the purchase of the property by the client. This means that the testing (sampling and analysis) has provided incorrect assessment of the impact or potential impact from the client’s imported materials on human health and/or the environment which includes ecology.
We disagree with the statement that the quantity of fill imported by the client is estimated to be 42,850 m3 (68,560 tonnes) as based on the EPA’s own investigation, the client imported only 74 loads of ENM, which are approximately 2,220 tonnes or only approximately 11% of the materials imported during the EPA’s surveillance. Mr McKay [sic] statements did not take into consideration the outcomes of the EPA’s investigations in relation to the quantity of materials imported by the client.
We disagree with the fact that all materials identified as containing asbestos to be classified as special waste (asbestos waste) and it must be disposed of at a lawfully licensed facility that can accept such waste. This is contradictory to the EPA’s own policies and guidelines.
…
There is no evidence confirming the proper chain of custody protocol which should include the details of the sampler, handler, transporter and receiver as well as the sample location, date and time, and if stored, the storage facility details and conditions.
We disagree with the statement made by Mr McKay in relation to the impact on human health and the environment since the testing has revealed that the impact is low as the analysis results show very small number of exceedances and those are insignificant.”: Exhibit D13 at [4.4.26] (emphasis added).
“5.1.2 There is supporting evidence obtained from the source of the ENM which confirmed that the material was in fact ENM.
5.1.3 There is clear evidence to confirm that prior to the purchase of the site by the client the materials which were already on the property were not removed by the previous owner/s. Historical aerial views presented in this document show that those materials remained on site before, during and after the importation of ENM by the client.
5.1.4 The assessment undertaken by the EPA and WSP did not delineate between the potentially contaminated materials which was either already on site or imported by others, from the certified clean ENM imported by the client. Therefore, the EPA’s and WSP’s assessments do not reflect the real and true potential impact on human health or the environment by the client’s actions.
5.1.5 Based on the evidence provided in this document, the quantity and depth of materials imported by the client is considered to be relatively insignificant when compared with the huge area and depth reported by both the EPA and WSP. Again, there is no evidence to support the delineation between the materials that were on site prior to the purchase of the property by the client and the certified clean material (ENM) imported by the client”: Exhibit D13 at [5.1.2]-[5.1.5].
“5.1.6 There are serious issues with the methodologies followed by both the EPA and WSP in relation to the collection, handling, storing, transporting and receiving of the samples. These issues are associated with the fact that there is no clear evidence to demonstrate that the appropriate chain of custody has been followed in accordance with current environmental legislation, policies and guidelines. It is unclear of the details of the sampler, handler, storer, transporter and receiver of the samples.
…
5.1.9 The statements made by ALS analysists have no weight on the case due to the fact that ALS receives and analyses more than 1,000,000 samples per year including soil, water and other material samples. The statements of the analysts can be considered irrelevant and they have no weight on the case as they do not confirm the location of the samples and other relevant details”: Exhibit D13 at [5.1.6], [5.1.9].
“5.1.10 Based on the results presented in Table 4.5-1, it is clearly evident that the site has been subjected to importation of fill materials for over 10 years and that the relatively small quantity of certified clean materials imported by the client did not change the ground levels of the site which confirm that the materials imported by the client were in fact insignificant when compared with what was already on the site”: Exhibit D13 at [5.1.10].
“5.2.7 Since the chemical contaminants in the filled areas and stockpiles rarely exceeded the most sensitive human health based criteria (standard residential), and where they did the results were considered statistically insignificant, I believe that the risk to human health and the environment is low. In combination with the small quantity of certified clean fill (ENM) important [sic] by the client, land pollution should not be an issue for consideration by the Court.”: Exhibit D13 at [5.2.27].
“At the time of the assessment, there was evidence of significant fill within the Tree Protection Zones (TPZ) of trees located within the site (more than 1 metre in depth). In addition to past fill (where grass has since grown), there was evidence of recent fill (new soil with no vegetative growth) within the TPZ of trees to the West of the main open area.
There were large stockpiles of soil on the flat open area as shown in the photos on the following pages of this statement. During the inspection, additional heavy machinery and truck movements were also observed.
Several trees had died within the open area and the embarkment to the East. The trees had no trunk taper near the ground indicating increased fill levels at the base of the trees. The demise of the trees has most likely been caused as a result of the fill, which may have disrupted the flow of water, air and gaseous exchange to the root systems of the trees. The remaining live trees on the embarkment containing fill were displaying significant signs of declining health/stress (low foliage density and small foliage size for the species)”: Exhibit D16.
“5.1.12 The statement prepared by Mr Kurath confirmed that in 2022 there were dead, dying and stressed/degraded trees. This means that the degradation of the ecological system was not a recent phenomenon but rather had occurred for many years before the importation of the certified clean materials by the client”: Exhibit D13 at [5.1.12].
“4.1.2 Based on the available documentation, site observations and aerial imagery there is little doubt that importation of fill has been the primary catalyst of tree death in this area.
4.1.3 The statement provided by Urban Arbor relating to an arboricultural assessment on 6 April 2022 highlights the fact that numerous trees were already dead, or in decline, at the time of that assessment. The aerial imagery also indicates this fact.
4.1.4 Furthermore, in the same statement, it was noted that “recent fill” was observed around the base of the trees in this area as well as “past fill” (where grass had since grown). As previously discussed, tree death is frequently a slow and complex process. In part, this is demonstrated by Tree No. 67 as this tree was observed to be in fair condition with “recent fill” in April 2022 and is currently still alive.
4.1.5 As such, it is considered unlikely that the “recent fill” observed in this area during the inspection by Urban Arbor would have caused the death of those trees as they appear to have gone through a typical “mortality spiral” i.e. borer attack, thinning of crown followed by loss of canopy, delamination of bark followed by a dismantling of the upper crown and branches.
4.1.6 The images in the arboricultural statement provided by Urban Arbor show trees which had been dead for some time as there was no brown foliage being held in the canopy, the bark had fallen from the upper limbs and trunk and in some cases branches from the upper canopy had started to break off. This indicates that the tree had likely been impacted by earlier fill well before the assessment carried out in April 2022.
4.1.7 I have been unable to determine an exact timeline of death and importation of fill into this area. It is unclear as there are large gaps in the timeline between the available aerial and/or satellite images. Specifically, a period from late August 2019 through to 26 July 2021 (approximately 23 months). Images, aerial, satellite or otherwise from this period are considered critical in determining an effective timeline relating to tree impacts.
4.1.8 If, according to the Statement of Evidence prepared by Colin McKay of WSP, a “significant filling event, in terms of land disturbance and lateral extent, commenced in August 2019. I am of the opinion that this initial fill would have led to the decline and death of trees in this area. If additional fill was then placed over time, as it appears it was, this would have accelerated the process”: Exhibit D18 at [4.1.2]-[4.1.8].
“5.1.13 The Arboricultural Assessment Report prepared by Mr Nugent confirmed that in 2024 there were dead, dying and stressed/degraded trees. This means that the degradation of the ecological system was not a recent phenomenon but rather had occurred for many years before the importation of the certified clean materials by the client”: Exhibit D13 at [5.1.13].
“The site is bounded by rural residential property to the west, vacant land to the south and east, and Wheeny Creek followed by vacant land to the north. The site encompasses a total area of approximately 28.5 ha, with the area of investigation, comprising the ‘main filled area’ with an approximate area of 39,474m2. CAE were advised by the owner that the majority of the fill was on site prior to the client purchasing the property. The imported materials were spread on a relatively small portion of the site at approximately 5600 m2.
The object of the Targeted Environmental Assessment was to ascertain whether the site presents a risk to human health and/or the environment arising from any past/present activities at the site or neighbouring properties from soil contamination, specifically in relation to the importation of material to the site used in landfilling operations.
We understand from discussions with the client, the materials imported by the property owner was clean certified soil, classified as Excavated Natural Material (ENM) which were sourced from a Resource Recovery facility to level a portion of the site where the family home was proposed to be constructed.
A desktop study and field assessment works were undertaken as part of this investigation. The scope of work included a documentary review, a site investigation, chemical and physical analyses of thirty (30) soil samples excavated to a maximum of 0.2m below existing surface level, together with preparation of this report.
A targeted environmental assessment was requested by Mr. Andrew Hughes (client) to determine the extent of contamination at the site and to determine if existing surface soils are suitable for sustaining plant life in accordance with AS4419 – Soils for Landscaping and Garden Use 2018. At the time of the inspection (25th September 2024), the site is currently vacant land, with the area of investigation comprising silty gravelly clay (fill). Adjacent natural soils generally comprised silty sandy gravelly clays, which were also assessed as part of the investigation works.”: Exhibit D15 at p 7.
“the following areas of potential environmental concern:
- Potential importation of uncontrolled fill that may contain various contaminants;
- Leaks and spills that may have occurred due to onsite vehicles during vegetation clearing activities; and
- Asbestos within imported fill material.”: Exhibit D15 at p 7.
“1. Prepare a Remedial Action Plan (RAP): Develop and implement a RAP focused on managing asbestos-containing material (ACM) and other identified contaminants within the fill area. This plan will guide any necessary handling or remediation activities if future development or excavation is proposed.
2. Ongoing Site Monitoring: Implement an ongoing monitoring program as detailed in Section 14.0 to assess potential contaminant migration. Key monitoring activities should include periodic soil sampling, surface water testing following major rainfall events, and annual vegetation assessments around the fill area.
3. Management of Excavated Soils: Should any soils from the fill area require removal, classify and dispose of them according to NSW waste classification guidelines, ensuring all material is appropriately handled to prevent unintended environmental impact.
4. Maintain Compliance Records: Retain all data, analysis results, and monitoring records to demonstrate compliance with NEPM and NSW environmental standards ensuring documentation is available for future reference or regulatory review.”: Exhibit D15 at [15.0].
The Prosecutor read an Affidavit of Colin McKay affirmed 27 August 2025 (Exhibit P34), exhibited to which was a Supplementary Expert Report dated 19 August 2025 (McKay First Supplementary Report). The McKay First Supplementary Report responds to the Defendants’ four expert reports, including the First Israel Report dated 25 November 2024.
Mr McKay identifies “fundamental differences” of opinion between himself and Mr Israel, being:
“– the timing and quantity of the importation of the fill material at the Premises;
- the quality of the fill material that is relevant to this case; and
- the risk presented to human health or the environment arising from the results of my investigation”: Exhibit P34 at [5.5].
In the McKay First Supplementary Report, Mr McKay disagrees with Mr Israel’s assertion that the site was cleared and filled prior to 2012 and that only 74 loads or 2,200 tonnes of ENM was imported with minimal impact to the site levels or impacts on vegetation: Exhibit P34 at [5.5].
Significantly, for the purposes of the First McKay Supplementary Report, Mr McKay was able to obtain two additional aerial photographs not available to him at the time he prepared the First McKay Report. One of these photographs was taken in April 2021, the other in May 2024. His summary concerning these new photographs is set out in Table 3.1 of the First McKay Supplementary Report and is as follows:
| Year | Investigation Area | Surrounds | | April 2021 (Figure 10A and 10B) | This paragraph should be read between the August 2019 and the February 2022 rows in Table 3.2 of my statement of evidence. Filling was evident across the southern, central, northern and northeastern portions of Site 1. The fill appeared freshly placed as evidence by the lack of vegetation. Several un-spread stockpiles were also visible north and west of the dam. The eastern portion of the site and the far northern portion appeared to be native vegetation, although it is possible some fill was encroaching around the trees as some bare earth is visible between the trees, particularly those nearer the centre of the site. Little evidence for filling was visible along the access track, other than a portion of bare earth in Site 2 covering approximately 1/3 of the eventual filled footprint. | The area surrounding the Investigation Area appeared largely unchanged from the August 2019 aerial photograph. | | May 2024 | This paragraph should be read after the February 2022 row in Table 3.2 of my statement of evidence. Filling across the majority of Site 1 appeared to have ceased by this time, with most of the peripheral areas being vegetated with grass. The central portion of Site 1 remained bare along with several visible stockpiles of soil on that hardstand area. A site shed was visible on the western side of this central clearing. In the north of the site the full extent of filling was now evident suggesting that further filling in the north occurred after February 2022 (consistent with site observations at the time of my inspection on 21 June 2022). The northern batter showed a significant erosion gully despite the vegetation, suggesting offsite migration of sediment is likely to have occurred. Vegetation in the west of the site appeared thinner than in previous imagery possibly indicating further tree die-back. Dead trees can be seen across all filled areas. Evidence of filling along the access track was visible at Site 2, Site 4, Site 5 and Site 6. Whilst the fill at Sites 2, 4 and 5 appeared somewhat vegetated, portions of Site 6 appeared bare, with several stockpiles remaining visible in the east. Possible dead trees were also visible across Areas 5 and 6. | The surrounding area remained largely unchanged from the February 2022 aerial photograph |
“While I accept that some earlier land clearing is evident in the photographic record between 1975 and August 2019, it was largely along the ridgeline where the driveway ran and on the northwestern side. In general, these were areas where the assessed depth of fill was shallowest. Whether any significant filling occurred prior to 2019 is uncertain, the aerials only really showing clearings but no obvious spreading of soil or stockpiles. However, I do note in my review of aerial photographs (Section 3.3 of my statement of evidence) [see Exhibit P29 Tab 1 at [3.3] and Appendix F] that the cleared land may indicate filling occurring in those areas.
Nevertheless, the full extent of the clearing and the majority of the filling (including additional filling over these previously cleared areas) occurred at a later date. In my view the vast majority of the filling occurred following August 2019, likely commencing nearer April 2021 and continuing through to beyond February 2022. The full extent of fill as surveyed on 21 June 2022 for Area 1 was 45,850 (as per Appendix B of my statement of evidence). In my opinion, significantly more than 74 loads of approximately 2,200 tonnes (Mr Israel section 5.1.1) of material has been imported to the site during the relevant period and Mr. Israel’s stated quantities and timing of filling are inconsistent with the survey and photographic evidence”: Exhibit P34 at [5.5] (emphasis added).
Mr Israel asserted in his First Report that exclusively ENM was imported to the site by the First Defendant. However, in the McKay First Supplementary Report, Mr McKay suggests that no ENM certification or supporting documentation, such as source details or laboratory analyses, has been provided for review and Mr Israel has not submitted supporting documentation. Mr McKay opines that his test pitting program did not reveal any material consistently resembling ENM. Instead, foreign materials were frequently observed, and asbestos was widespread on the surfaces and within the fill: Exhibit P34 at [5.5]. I note that Mr McKay’s observations are consistent with many other witnesses, including Mr Burchmore, Mr Khalifeh and Mr Mathie.
Mr McKay maintained his opinion that the fill material represents a low to moderate risk of harm to the health or safety of human beings, primarily due to the presence of asbestos, and a low to moderate risk to ecological receptors. Mr McKay disagreed with Mr Israel’s position regarding the risk to human health. He opined that Mr Israel’s position overlooks the risk posed by asbestos in the fill material and does not reflect the definition of “land pollution” under the POEO Act: Exhibit P34 at [5.5].
“I do note that Mr Kurath’s evidence on the filling is consistent with my observations of the site two months later (as discussed in Section 3.2.1 of my statement of evidence). His evidence confirms my observations that the most recent filling appeared in the west and to the north (based on his photographs), and that there were grassed areas that appeared to be somewhat older fill, particularly on a batter to the east.
Based on a recently acquired historical aerial photograph from April 2021 (provided as Figure 10A in Attachment A of this letter) the eastern batter appeared heavily vegetated with trees at that time. However, these trees were absent by February 2022 and the slope appeared filled (see Figure 9A in Appendix F of my statement of evidence). Hence the filling of this eastern batter, appears to have occurred after April 2021, and before February 2022.”: Exhibit P34 at [2].
“With respect to Mr Nugent’s concern around the exact timing of the fill placement, the freshly placed fill across Site 1 observed in Figure 10A narrows the period in which the majority of the filling commenced at the Premises to at most between August 2019 and April 2021, but likely nearer to the April 2021 given the visible bare earth indicating recent placement. The photographic record indicates that further filling occurred after April 2021, and based on Figure 9A of my statement of evidence continued until beyond February 2022, with the full extent surveyed at the time of my inspection on 21 June 2022”: Exhibit P34 at [3].
“For these reasons I consider that the results presented in my statement of evidence, which cover a much broader, grid-based assessment of the filled area, and with each location extending to natural soil wherever possible, provides a more comprehensive and representative assessment of nature and extent of the fill at the Premises”: Exhibit P34 at [4.1].
“Mr Tofler describes in his executive summary that the fill materials were spread over approximately 5,600 m2, although no figures showing the extent or location of this fill were presented and neither was any volume provided. The remainder of the fill was purported to have been placed prior to his client’s purchase of the site, though no date of this transaction was stated.
In contrast I was asked to consider the period of filling between September 2020 to at least July 2022 (the NSW EPA letter of instruction is provided in Appendix K of my statement of evidence) and based on the digitised survey footprint the filled area of Site 1 (fill extent at the Premises) was estimated to cover an area of 39,474 m2, as shown in Figure 1 of Appendix A of my statement of evidence and was estimated by the surveyors at 42,850m3 in volume”: Exhibit P34 at [4.2].
“Mr Tofler does not identify any asbestos in either his site inspection or analytical results of his test samples. He does not expressly state that asbestos is absent on the site, rather he notes that it has been found in prior studies, and that remediation of the identified contamination is needed. Nevertheless, in case the reader is left in doubt as to whether asbestos is a feature of the fill, I note the following:
- Mr Tofler’s investigation occurred some years after mine. My investigations occurred on 21 and 28 June 2022, while Mr Tofler’s occurred on 24 September 2024. At the time of my inspection much of the site was bare earth or had sparce vegetation, consistent with recent filling. In contrast, based on photographs provided in Mr Tofler’s evidence, the surface of the site was largely vegetated in grasses. Therefore, the visibility of the surface soils would have been significantly reduced at the time of Mr Tofler’s inspection compared to mine.
- Mr Tofler’s method of sampling the soil (hand tools) is not ideal for visual assessment of soils for asbestos…
Thus, Mr Tofler’s hand excavations are less likely to have identified asbestos fragments than machine excavated pits – the preferred method in my investigation”: Exhibit P34 at [4.4].
“Mr Tofler concludes in his Section 13 that whilst his results revealed levels of contaminants below his adopted criteria, due to the historical contamination identified in previous studies, remediation would be required to make the site suitable for current and proposed uses. I broadly concur with this assessment, noting we have some divergence in respect to the applicable criteria for ecological assessment as discussed in Section 4.3.1.
Mr Tofler recommends (in Section 15) preparation of an RAP, ongoing monitoring for potential migration of contaminants, waste classification of any soils removed from the site and that any future work be supported by analysis and monitoring results compared with the ASC NEPM and NSW EPA guidelines. Again, I generally concur with these recommendations”: Exhibit P34 at [4.5].
On 21 October 2025 (the seventh day of the hearing) the Defendants made an oral application to adjourn the proceedings for an unspecified period of time to allow Mr Israel to consider evidence provided by the Prosecutor to the Defendants that he had not considered. I refused this application: see T1-2, 21 October 2025.
On 23 October 2025, I granted leave to the Defendants to file in Court a notice of motion dated 22 October 2025 seeking the following orders:
“(1) Pursuant to s 40 of the Criminal Procedure Act 1986, an order for the adjournment of the case before Beasley J to 27 October 2025.
(2) In the alternative, that the evidence of Colin McKay be adjourned to not before 27 October 2025.”
“(1) Leave is granted to the Defendants to file and serve a supplementary report of Mr Israel within the bounds described in this judgment. Any such report is to be served on the Prosecutor (and emailed to my Associate) by no later than 6pm on Monday 27 October 2025.
(2) The matter is listed for further mention before me at 12 noon on Tuesday 28 October 2025. That mention will be vacated if the parties jointly advise my Associate that it is unnecessary.
(3) The further hearing of the Proceedings is stood over until 10am on Wednesday 29 October 2025.
(4) Costs are reserved.”
“1 – To provide clarifications to questions raised by different witnesses during the current Court Proceedings,
2 – To provide clarifications in relation to various expert reports filed in court,
3 – To provide clarifications in relation to land pollution,
4 – To provide clarifications in relation to the materials transported to the property located at 903C Blaxland Ridge Road, Wheeny Creek NSW 2758 (subject site),
5 – To clarify whether offences of current environmental legislation have been committed by Mr Andrew Lloyd Hughes as alleged by the EPA”: Exhibit D14 at [1.2].
“2.2 Mr McKay Supplementary Report includes several statements that in my opinion are incorrect. These statements and comments are presented below.
2.3 Mr Tofler’s report – This report was targeted and focused on the top 0.2 m of the area which was considered to be relevant based on the historical aerial imagery, the quantity of imported ENM and the size of the area where imported ENM was spread.
2.4 The use of the Australian Standard AS4419-Soils for Landscaping and Garden Use 2018 by Mr Tofler was challenged by Mr McKay as not being suitable to determine if existing surface soils are suitable for sustaining plant life. At the time of Mr Tofler’s inspection (25 September 2024) the site was vacant land, with the area of investigation comprising silty gravelly clay (fill). Adjacent natural soils generally comprised silty sandy gravelly clay, which were also assessed as part of the investigation works.
2.5 Assessment of the material properties in accordance with AS4419:2018 identified that there was no significant variation between the imported fill materials and the adjacent natural soils, indicating that the imported fill materials are not decreasing plant propagation at the site.
2.6 This outcome confirms again that the clean certified ENM materials imported to the subject site did not cause or is likely to cause land pollution.
…
2.8 Mr McKay in Section 4.4 of his Supplementary Report stated that “Lack of visible or detected asbestos does not mean an absence of asbestos.”
I disagree with that statement since the methodologies used by Mr Tofler comply with current best industry practice and NSW adopted environmental policies and guidelines for identifying the presence of asbestos. Furthermore, the 30 samples taken from that area did not have any asbestos in them.
The imported materials are of known origin and classified as ENM”: Exhibit D14 at [2.2]-[2.8].
Further, Mr Israel considers that the chain of custody forms and certificates of analysis was “a very big mess” and that it was “possible that the number of samples or the number of people involved in that task was the major contributor to that mess and mix-up”: Exhibit D14 at [2.9]. Although he appears to discredit the results and process in the sampling and testing that took place, he does not provide a basis for this opinion, and, as mentioned previously, the Closing Written Submissions for the Defendants (DWS) do not raise any such issues, nor did Mr Foster in oral closing submissions.
Mr Israel repeated his opinion that Mr McKay’s volumetric survey “did not delineate between the material that was already on site and the material that was imported by Mr Hughes” and states that the survey should have taken this into account so that “the materials that were already on site prior to the importation of additional material by Mr Hughes are excluded”: Exhibit D14 at [2.9]. Mr Israel states that “in relation to the material imported to the subject site and its potential risk I confirm that the certified ENM has 0 risk on human health and the environment and thus the reason for the EPA encouraging people and industry to use that material where possible”: Exhibit D14 at [2.9].
The “Findings and Conclusions” summarise some of Mr Israel’s key areas of concern such that:
“5.1 – Based on the information presented in this report it is clearly evident that only clean certified Excavated Natural Materials (ENM) was imported to the site by Mr Hughes and that Mr Hughes imported only a relatively small quantity of that certified clean material. This finding was clearly supported by the site contamination assessment prepared by Mr Tofler and the materials classification reports obtained by the EPA from MET Recycling Pty Ltd.
5.2 – In my opinion ENM is a resource rather than a waste.
…
5.7 – Based on my investigation and assessment of the evidence presented in the reports and affidavits available to me, there is no substantiated evidence to confirm that the imported certified clean materials have caused or are likely to cause land pollution.
…
5.9 – I have serious concerns in relation to the sampling procedures followed by the EPA officers and lack of confidence with the Chain of Custody related aspects as well as preserving the samples and integrity of same”: Exhibit D14 at [5.1]-[5.9].
Mr McKay’s Second Supplementary Report dated 31 October 2025 (Exhibit P30) provides his response to the Israel Supplementary Report.
Mr McKay notes the key differences between himself and Mr Israel’s interpretation of the Tofler Site Assessment. Mr McKay’s opinion was that the standards used by Mr Tofler, which are primarily used to assess imported landscape fill within the urban landscape, were irrelevant to these proceedings which involved fill on “native bushland environment”. He stated as follows in the Second Supplementary Report:
**“**2. Mr Israels critique of my first supplementary report
This section provides my opinion on several issues raised by Mr Israel in Section 2 of his supplementary report.
2.1 Relevance of Australian Standard AS4419
Mr Israel (Paragraphs 2.4 to 2.6 of his supplementary report) refutes my criticisms of Mr Tofler’s reliance on the Australian Standard AS4419-Soils for Landscaping and Garden Use 2018 in his investigation (Coleman Adams Environmental, 14 November 2024 – Mr Tofler’s report). Mr Israel asserts that I challenged Mr Tofler’s conclusions regarding the suitability of the soil to sustain plant life. This was not my argument. My concern was that the purpose of the standard is to provide manufacturers of landscape products with requirements for soil-based products they prepare for the land landscape and gardening industry, which I consider irrelevant to these proceedings. Meeting these landscaping standards may mean the soil is able to sustain typical garden plants but does not address whether material is waste or exempt under the Protection of the Environment Operations Act 1997 (POEO Act) or may cause harm to the environment. These issues should be assessed by reference to guidelines made or endorsed by the NSW EPA for those purposes.
Furthermore, in my opinion, the standard, while helpful in assessing quality of imported landscape products within the urban landscape, is not designed to provide means of comparing the amenity of natural soils with imported fill. The scope of the guideline clearly states that the standard sets out requirement and methods of test for:
“general purpose soils, top dressing, topsoil and landscaping mixes, for domestic and commercial use”.
…
2.2 Soil assessed by Mr Tofler is not ENM
Mr Israel (Paragraphs 2.3 and 2.6 of his evidence) asserts that the materials assessed by Mr Tofler were considered to be excavated natural material (ENM). I note that Mr Tofler does not specifically discuss his results against the ENM criteria provided in the NSW EPA 2014 The Excavated Natural Material Order 2014 (the ENM Order), though he provides the criteria in Table 6 of his evidence. My assessment of Mr Tofler’s dataset…shows that 5 of the 30 samples (17%) fail the absolute maximum criteria for either heavy metals [lead or zinc]…or hydrocarbons…
This finding is consistent with my dataset, which though not assessed against the ENM criteria in my statement of evidence, has numerous exceedances of various ENM criteria. My dataset also shows the material to be affected by levels of foreign materials that, in most samples tested, failed the ENM criteria, and also identified asbestos which precludes such a classification by definition.”
“2.3 Suitability of the assessed material for reuse
Mr Israel disagrees in Paragraph 2.7 of his supplementary report with my assessment that the materials assessed by Mr Tofler are unsuitable for reuse. I maintain my position as stated in Section 4.3.3 of my supplementary report, particularly in respect of the presence of asbestos in the material. Based on my review of the logs and my observations of the site at the time of the investigation there was no clear difference in the quality of fill that would allow for a confident delineation of materials into different classifications. As discussed in Section 2.2, the material assessed by Mr Tofler was itself not suitable to classify as ENM as it exceeds several absolute maximum criteria. Thus, irrespective of whether it contained asbestos or not, it was not suitable for importation to the Premises under the ENM order.
I don’t understand Mr Israel’s discussion on the need for classification or how my evidence is at odds with that process. I agree that any movement of material from one site to another requires classification. If the material does not meet all requirements of a relevant resource recovery order, and cannot be applied in accordance with the corresponding resource recovery exemption, it should be disposed of in accordance with a waste classification prepared with reference to the NSW EPA, 2014 Waste Classification Guidelines, to a facility licenced to receive the class of waste.
If Mr Israel’s argument relates to the potential to remove and reuse the material currently on the site as part of a future cleanup operation, as I have stated in section 4.3.3 of my supplementary report, the materials assessed within “Site 1” are Special Waste and therefore unsuitable for an ENM classification, or for any reuse or recycling opportunity (which includes sites licenced to process waste meeting CT1 thresholds). As the material is Special Waste the only lawful offsite management option is disposal to a landfill licenced to accept Special Waste.”
“In this case, the Fill Material has frequent presence of construction and demolition waste within it, and has previously had asbestos detected in numerous samples collected from the surface or within the waste (as per my statement of evidence). On this basis, even though Mr Tofler failed to identify asbestos in his samples, I do not see that has a basis to confidently delineate the material he assessed as being free of any asbestos”: Exhibit P30 at [2.4].
“there is sufficient photographic evidence, as discussed in Section 3 of my first supplementary report, to conclude that the main filling of the site likely commenced circa April 2021 and continued until beyond February 2022, with the full extent of Fill Material being surveyed on 21 June 2022 (Premises ) and 28 June 2022 (Access Road)”: Exhibit P30 at [2.5.1].
“I remain none-the-wiser as to the footprint of land that Mr Israel considers to have been filled by his client. No maps or other relevant records have been provided for my review. Mr Tofler’s investigation was limited to the very toe of the eastern and western batters of the fill. It is not clear why these sampling locations were selected, I have assumed that as Mr Tofler was in consultation with his client regarding the “imported materials being spread on a relatively small portion of the site” (paragraph 2 of his executive summary) that his sampling program targeted that zone. Mr Israel seems to consider those results to be indicative of the material his client brought to the site in his reliance on the report by Coleman Adams Environmental in forming his opinion in Section 4.4.3 of his statement of evidence, and most specifically in Paragraph 2.3 of Mr Israels supplementary report where he states
“Mr Tofler’s report – This report was targeted and focused on the top 0.2 m of the area which was considered to be relevant based on the historical aerial imagery, the quantity of imported ENM and the size of the area where imported ENM was spread”
However, I cannot conceive of why these extremities of the site would be selected to place the supposedly small quantity of “ENM” brought to the site. The slope, particularly in the east would preclude trucking materials to that area. During my investigation on 21 June 2022 I was forced to assess that slope using hand tool as it was too steep for a tracked excavator to operate on”: Exhibit P30 at [2.5.2].
Mr McKay relies on his photographic record and aerial images to conclude that “the most recent filling occurred in the very north of the site and this material was clearly not ENM based on laboratory results, observations of foreign materials in the waste, and the confirmed presence of asbestos”: Exhibit P30 at [2.5.2].
As to the allegations of a chain of custody “mess” by Mr Israel, Mr McKay stated that:
“… there was no “mix-up” as alleged by Mr Israel. The complexity and volume of samples did require some splitting of batches by the laboratory, and there was some iterative communication with the laboratory about the selection of samples for analysis. However, this is routine practice and did not compromise the data obtained”: Exhibit P30 at [2.5.3].
“My statement of evidence provides the most comprehensive data available for an assessment of the site condition. It provides sufficient evidence that the majority of the Fill Material was imported to the site during the Relevant Period and provides necessary laboratory analysis to form an opinion on whether the material meets relevant criteria for site use (human and ecological) and waste classification. In my opinion the information in my statement of evidence is sufficient to conclude that the fill was imported from offsite and comprises waste (either special waste or general solid waste). Furthermore, as discussed in section 7.5 of my statement of evidence the placement of the material onto the site:
- has caused degradation of the land;
- has altered the environment; and
- has the potential to cause harm to humans or the environment”: Exhibit P30 at [5].
Mr Simon Caples, Principal Consultant at Environmental Consulting Services Pty Ltd, prepared a “Targeted Site Investigation” of the Property for Mr Samuel Mitchell dated 25 November 2025 (Exhibit D27) (Caples**’** Site Investigation). Mr Mitchell is a director of a company called Blaxlands Ridge 903C Pty Ltd (903C Pty Ltd). 903C Pty Ltd acquired the Property from the First Defendant and Ms Hughes on 8 November 2024. Mr Caples and Mr Mitchell gave oral evidence.
The Caples Site Investigation was disclosed to the Defendants not long after it became known to the Prosecutor. I granted leave to the Defendants to tender the Caples Investigation Report (which was not opposed by the Prosecutor) on the basis that he be made available for cross-examination. To provide context to Mr Caples’ evidence, the Prosecutor called Mr Mitchell to give evidence. Mr Mitchell did not swear an affidavit, but the Prosecutor provided the Defendants with a precis of the evidence it anticipated Mr Mitchell would give.
The executive summary of the Caples Site Investigation provides the objectives and scope of works undertaken by Mr Caples:
“The objective of the TSI was to evaluate for potential human health and environmental risk from the placement of the fill material. The scope of work undertaken to meet this objective included a walkover inspection, the excavation of 21 test pits in a methodical grid pattern across the filled area and the installation of three shallow groundwater monitoring wells.
The Site is an area on the property known as 903c Blaxland Ridge Road that has been illegally filled. The filling activities have resulted in the issuing of a Notice of Clean-up Action (No. 3511315) by the EPA) on 20 March 2025 and subsequent Variation of Notice of Clean-Up Action dated 29 August 2025. The Variation of Notice of Clean-Up Action requires that at [sic] a targeted investigation is undertaken and a RAP developed for the safe management of the fill and the remediation of the Premises.
Based on the scope of work completed ECS concludes:
- The Site is within an area that is mapped as being undertaken by Hawkesbury Sandstone. The Hawkesbury Sandstone generally has a relatively low permeability and restricts the migration of water/groundwater.
- The property has a boundary with Wheeny Creek and a tributary to Wheeny Creek. However, the illegal fill on the Site is separated by approximately 500m to 400m respectively, from these water ways. There are two intermittent creeks that run from the Site the tributary of Wheeny Creek.
…
- Observations across the Site surface did not identify the presence of potential ACM although it is acknowledged that access to the embankment around the fill was difficult and there was some grass cover which restricted observations. However, there was good access to levelled surface of the filled area.
- Levels of potential contaminants of concern were not detected above the referenced SAC for human health risks. The referenced criteria considered the potential future development of the Site for residential purposes.
- Levels of potential contaminants of concern were not detected above the referenced SAC for ecological risks. The referenced criteria considered the potential that the Site could be developed (and the neighbouring property had been developed) and on the basis, the Site is not an area of ecological significance.”
…
Concentrations of contaminants detected are not considered to represent a potential human health risk however, the erosion of the fill could represent a risk (all be it low based on the separation distances) to Wheeny Creek and the tributary on the eastern boundary of the property. It is considered that there is a need for some ongoing management controls which are not considered to be specific Site remediation activities”: Exhibit D27 at pp 3-4.
Mr Caples noted that during the site inspection potential ACM was not observed across the Property’s surface or test pits: Exhibit D27 at [6.1]-[6.2], [8.1]. However, asbestos at a level “equivalent to about ten milligrams a kilogram” was detected in a test pit sample at 1m depth: T866-867.50-1. Mr Caples considered this “a low concentration”: T868.13-16.
While this is by no means a criticism of Mr Caples, the relevance of his report, at least in relation to the detection of asbestos (or any other pollutant or building waste), was significantly reduced by the evidence of Mr Mitchell, who gave evidence that after 903C Pty Ltd had purchased the Property, he had arranged for remediation works to be undertaken on the Property before Mr Caples inspected it.
Mr Mitchell’s evidence was as follows:
“Q. Over the Christmas/New Year period in 2024/2025, did you arrange for remediation work to be conducted at the property?
A. Yes.
Q. For long did that remediation work take?
A. Two to three weeks, give or take.” T905.46–T906.1.
Q. Can you outline, what did this remediation work involve?
A. So, what's that going to be? North-east corner of the property there was a landslide going down, so that was the first thing, because I know that was the biggest issue about the creek that you're worried about more than the termination going down. So, we pulled all that material back up, then put in a whole lot of retaining walls with sandstone blocks and concrete blocks and tiered all that the way up, so then it was all retained and stabilised and then spray grassed it so it was all locked in, and yeah that was about it--
…
Q. Was the location of this work on the steep embankment that otherwise went down from the flat plateau down towards Wheeny Creek?
A. Yeah, that's the location.
…
Q. You've described the work on the embankment. What other work was carried out during the period you described at the property?
A. Just general housekeeping. There was like a whole lot of just general rubbish lying around we tidied up, steel tanks and all that, water tanks, and then I put a front gate in, tidied it all up, just little stuff like that.
Q. Was there any emu picking carried out on the property?
A. When we were doing the works, yeah, because there was a bit of building debris in the material that we pulled back up, so we just cleaned and tidied the material as much as we could while we were doing that work.
Q. What do you understand "emu picking" to be?
A. It's picking, picking stuff out of a stockpile, that's all it is. We just walked around trying to tidy up as much as we can.
Q. When you say "tidy up" what things were you and your team looking to emu pick from the property?
A. Just any foreign debris.
Q. What categories of foreign debris to your knowledge were removed from the property?
A. There was bricks, concrete, like plastic, tiles, possibility of asbestos, but like the - there's just heaps of general shit in the material. Like everything. You name it.
Q. Those things you described, bricks, plastics, tiles, the possibility of asbestos, were they removed from the soil--
A. Yeah.
Q. --the soil surface?
A. Yeah, we cleaned it - not the soil surface because we dug out a - like, pulled up a lot of material, so we removed it from the volume of material, just not the surface.
Q. From within the material that was excavated out?
A. Yeah, the material that was down the bank, we pulled it back up and that whole stockpile got cleaned.
Q. Was the process of that material from the embankment, was the process of sieving carried out?
A. Yeah, screening, yeah.
Q. Can you describe what that process involves?
A. Once the material is up on a stockpile, we - so, we put all the - like it's a steep hill, so we put all the material back to the top of the steep hill where we can actually work, and once it was in a stockpile you sit there with a shaker bucket and just clean, shake it, whatever's foreign stays in a bucket you put to the side and separate it.
HIS HONOUR: You do it your way. Would any of the evidence your calling from the witness at the moment be assisted with the witness using a photograph of the site?
MCGRATH: Yes, it may very well. I don't have one to hand at the moment. But I will otherwise try to have the witness clarify the parts that--
WITNESS: It's - if you go to that EPA I know that photos - the bank's there, you can see it all.
MCGRATH
Q. You've described the work on the embankment.
A. Yeah.
Q. And you've talked about the works done there, including the removal of foreign materials from the soil excavated out. I want to ask you about other works done at other places on the property, okay?
A. Yep.
Q. Was a process of removing foreign materials also conducted at other places on the property?
A. There was little spots of clean-up everywhere, like, like it's all just general housekeeping shit, because you can see like there was bits of concrete, brick, just the place was a mess, so we just cleaned it up.
Q. You agree that the property has a flat plateau?
A. Yeah, yeah, Mickey Mouse(as said).
Q. Was emu picking conducted across that plateau?
A. The whole thing, yeah, everywhere.
Q. Everywhere?
A. Yeah. But that was just surface, because I'm not going to dig up a whole thing and make a massive erosion problem.
Q. I was going to ask you that. Am I right that foreign materials in that area on the plateau were removed from the surface of the plateau?
A. Yes.
Q. But otherwise the topsoil wasn’t removed, is that right?
A. No, no, not touched.
Q. On that area or the remainder of the property you've described, was similarly bricks, plastics, possible asbestos removed?
A. Yes.
Q. Can you estimate, in terms those foreign materials that were retrieved from the property, where did they go?
A. Brick and concrete, I can't say 100%. I think it either went to dirt - my god, I've drawn a blank. Rock and dirt, or concrete recyclers, the rubbish would've gone to Bingo or Blacktown Waste, and the stuff we treated as asbestos went to Blacktown Waste.
Q. You just said, "the stuff we treated as asbestos went to Blacktown Waste", is that right?
A. Yeah.
Q. Is Blacktown Waste the name of the actual business, or--
A. Yeah, it's the Council. It's the Council. It's their facility. They've closed down now.
Q. Am I right that what was considered as asbestos was separated--
A. Yeah.
Q. --from the remainder of the foreign materials removed?
A. Yes.
Q. That was taken specifically to Blacktown Waste, is that right?
A. Yes.
Q. To your knowledge, can you estimate how much was taken to Blacktown Waste?
A. I couldn’t say 100% because it was such a long time ago. I was - there was - it's a little load, because it was all hand-picked so it was - it wasn’t a volume of material.
Q. Your evidence was, your estimation is a little load to Blacktown Waste?
A. Yeah, it was probably a ton. Well, they charge a minimum of a ton, so it would've been a ton, a ton and a bit maybe two ton. I, I can't say 100%.
HIS HONOUR
Q. A little load in the back of a truck?
A. Yeah, I just used a little tipper, yeah.
MCGRATH
Q. You just said then, am I right, between one and two tonnes?
A. Yeah, yeah, and then I, I couldn’t say 100% what it was. I can't remember.
Q. To take the asbestos to Blacktown Waste, does that require you to pay for it to be dealt with by that business?
A. Unfortunately, yes.
Q. Can you recall how much you had to spend or the company had to spend in dealing with that?
A. I think they're 340 a ton, so call it 700 bucks, and then they've got a fee on top. Call it - I'll be under 1,000 bucks.
Q. I asked you just about the asbestos load, in relation to the other types of materials taken, can you estimate how much of that was taken to those other destinations?
A. There was a - probably a couple rubbish loads, there was a fair bit brick and concrete, and I think there was a, there was a lot of steel, 'cause he had a lot of rainwater tanks and stuff there. So there probably like three, four maybe loads of steel.
Q. In relation to the asbestos, to your knowledge that was--
FOSTER: I object.
HIS HONOUR: Yes, I think it was possible asbestos.
MCGRATH: Yes.
HIS HONOUR: Is that the objection?
FOSTER: Yes.
MCGRATH: I'm sorry, I withdraw that.
Q. You've given evidence that it was possible asbestos that you took to Blacktown Waste and you've given evidence, am I right, that they charged you for their dealing with it?
A. Yeah.
Q. Did you receive any information from them confirming it was asbestos waste?
A. They don't care, they just want money.
Q. To your knowledge, how was it determined if it was possible asbestos waste?
A. It's cause it's always better to treat as if it is asbestos, cause if there's one piece in the brick and concrete then that ten tonne of brick and concrete has to be tipped as asbestos, and that costs me a lot of money.
Q. In terms of differentiating it and determining it could be asbestos, to your knowledge what criteria were applied?
A. If, if it looks like it, we treat it like it, that’s it. But it's - the, the thing with the tips is it could be Villaboard, it could be Fibreboard, like it's several things. The tips don't care, they don't take the risk, that's it, it's asbestos in their eyes. So we don't take the risk, we treat it as asbestos 'cause it's such a large volume of money.
The Prosecutor read an affidavit of Colin McKay affirmed 23 February 2026 (Exhibit P46) exhibited to which is a Third Supplementary Report (McKay Third Supplementary Report), which critiques the Caples Site Investigation including its methodology, limitations, conclusions and results: Exhibit P46 at [1.2].
Mr McKay considers that Mr Caples’ investigation was more limited in both its objectives and area of investigation: Exhibit P46 at [2.1] and [2.2.1]. He provides an image overlaying both experts’ sampling points on the Property at Figure 2.1. Mr McKay acknowledges the similarity between the experts in the methodologies adopted and results obtained, noting that the key difference was that asbestos was “more frequently found” in Mr McKay’s assessment: Exhibit P46 at [2.2.2] and [2.3]. Mr McKay considers that:
“In summary, though there is a degree of concurrence in the scopes and methodologies employed in our respective studies, and the laboratory analytical results are similar, our finding differed for three main reasons:
- differences in the investigation objectives, and therefore interpretation of findings;
- differences in the selection of assessment criteria, mine being more conservative; and
- differences in the levels of contamination identified, principally that my investigation identified a higher prevalence of asbestos containing materials than Mr Caples’.
Mr Caples’ dataset is, in some respects, remarkably similar to mine. Results obtained in his assessment do not alter my conclusions, rather they support them”: Exhibit P46 at [4.3].
(a) the land was “polluted” (see the definition of “land pollution” at [22] above); and (b) the First Defendant caused or permitted this to occur between 22 September 2020 to 21 June 2022.
(a) material that causes or is likely to cause degradation of the Property and Access Road resulting in actual or potential harm to the health or safety of human beings, animals or other terrestrial life or ecosystems that is not trivial; or (b) material of a prescribed nature, namely “asbestos waste” as defined in the POEO General Regulation and cl 50 Sch 1 of the POEO Act.
(a) building and demolition waste such as bricks, concrete, tiles and plastic; and (b) asbestos waste as defined in cl 109 of the POEO General Regulation (see [23]-[24] above).
(a) Mr Burchmore (see [31] above); (b) Mr Khalifeh (see [35] and [38] above); (c) Mr Mathie (see [45] above); (d) Mr Hennessy (see [55] above); (e) Ms Robertson (see [61] above); (f) Mr Madden (see [64] above); (g) Mr McKay and various employees of the Prosecutor and staff of WSP on 21 and 28 June 2022; and (h) Mr Mitchell, after he purchased the Property: see [142]-[143] above.
On both 21 and 28 June 2022, fragments of material were collected from the Property, and 98 test pits for the collection of soil samples were created. 75 of these test pits were on the Property, with the balance on the Access Road. 131 primary soil samples were collected, together with 62 fragments of material considered to be asbestos containing material.
Those test pits ranged across an area that could be observed to have had fill deposited on it. Asbestos was detected in 33 samples collected from the Property and Access Road, and subsequently analysed in accredited laboratories: see the evidence of Mr McKay referred to above at [80]-[88]. See also the s 262 certificates.
Further, I accept Mr McKay’s evidence, based on his observations and analysis of aerial photographs, that the fill material containing building waste and asbestos waste (as defined) that was introduced to the Property and Access Road was largely introduced in the period 2021 to 2022, and that it was not, or not in the main, ENM.
While the presence of asbestos on the Property and the Access Road is proven beyond reasonable doubt by the laboratory analysis and expert evidence – including the evidentiary certificates made under s 261 and 262 of the POEO Act (Exhibits P36 to P45) – there is a great deal of circumstantial evidence that supports the scientific analysis and expert evidence.
First, the surveillance cameras captured 661 truck movements (including truck and trailer movements) in just the five-week period between 17 March 2021 to 27 April 2021: Callaghan and Hennessy; Exhibits P6 and P17.
Second, there are a large number of tax invoices from haulage companies that evidence the transit of trucks to the Property, and the delivery of fill materials, with many of those invoices showing truck registration details that could be verified from the surveillance film: see Exhibits P2 and P28, and the table at [84] of the Prosecutor’s Written Submissions (PWS). Annexure E to the PWS contains a table summarising tax invoices produced by the company MLC Bulk Haulage Pty Ltd (part of Exhibit P2) relating to deliveries to the Property by truck.
Third, there are many messages (WhatsApp and SMS) that were forensically downloaded from the First Defendant’s phone which evidence that the Property was being used as a place for tipping loads of building waste: Exhibit P35. A number of these messages from the First Respondent contain entries such as “tipping at 903 Blaxland Ridge”, or similar such words. The First Defendant refers to having “brought [sic] 2 tips – Londonderry and Blaxlands Ridge”. Those messages that contain the word “asbestos” (although not all pointing to delivery of asbestos to the Property) are set out in Annexure G to the PWS.
Fourth, while asbestos was found in the samples, including the soil samples, taken from the Property and the Access Road on 21 and 28 June 2022, asbestos fragments were also found on the Property by Mr Burchmore during his inspection on 13 November 2020: see [31] above.
Fifth, both Mr Mathie and Mr Khalifeh witnessed fill material being moved around the land by the First Defendant using a bobcat: see [35] and [45] above.
Sixth, the fill material can be seen in a large number of the photographs and in the film evidence tendered in the proceedings, for example, Exhibits P9, P16, P19 and P24. Mr McKay, whose evidence I accept in its entirety, notes in the First McKay Report that photographic evidence identifies that most of the fill placed on the Property and the Access Road had been placed on it in the period August 2019 to June 2022, with the majority since April 2021. This is also consistent with the evidence of both Mr Tofler and Mr Nugent, and I note that Mr Nugent accepted in cross-examination that the fill on the Property was placed there in the period that it was owned by the First Defendant: T703.21-39.
Seventh, the evidence of Mr Mitchell was that he conducted a considerable clean-up of the Property, including of building waste and material he thought to be asbestos, after his company purchased it in 2024: see [143] above.
As to the volume of fill, I accept the expert evidence of Mr Ford that about 43,150 cubic metres (over 69,040 tonnes) of fill has been applied to the Property, and about 3,029 cubic metres (4,959 tonnes) of fill has been applied to the Access Road: Exhibits P21 at [27] and P22; First McKay Report at [6.3.4] and [6.4.2].
While the Defendants disputed Mr Ford’s evidence and submitted that he was “unable to confirm the volume in cross-examination due to the methodology used” (DWS at [24]), the opinions set out by Mr Ford in his expert reports were not undermined in cross examination. Moreover, Mr Ford’s opinion is consistent with the evidence referred to above concerning:
(a) the large number of truck movements captured on film; (b) the invoices from haulage companies; (c) the messages extracted from the First Defendant’s phone; (d) the observations of the persons referred to above at [150]; (e) the appearance of fill in the various photos and film; and (f) the observations made by Mr McKay both at the Property, and through analysis of aerial photographs.
“Q. --it's your evidence that of the various trucks here and the numerous times in attendance, you only used a proportion or a number, selected number, of those to calculate your figure?
A. No. That's not what I said. What I said is, I was told that ANT Civil was an example. ANT Civil is associated with Mr Hughes. I was also told that, I can't remember which one of those, but a couple of those extra ones are actually associated with Mr Hughes. It's not like I just picked numbers from that table.
Q. So--
A. Only the ones that are associated, I was told, as I said, Mr Hughes. Those are the ones I calculated, and I came up with the figure of 74 truck loads. I think 74 or 76 or somewhere around there.
Q. Who told you which were the relevant trucks? Who told you that?
A. I really don't remember that information. That's what I was told at that stage. I can't remember where it came from.
Q. I apologise; I didn't hear that?
A. I can't remember where the information came to me. It was possibly from the legal team. It could be from Mr Hughes. I really don't remember that far. I'm sorry, I just - my memory is not well. The Court is well aware of that. I have serious conditions.
HIS HONOUR
Q. Well, you mentioned 74 loads in your first report, and if I understand you correctly, you're saying that was based on instructions given to you by someone. You just can't remember exactly who it was at the moment?
A. No. It's based on that table where it says, as an example, ANT Civil that associated with Mr Hughes.
Q. I see, okay. I understand now.
A. So, then I was told - I can't even remember it was C23 or Andrews, maybe - I don't remember which ones. I was told those are the ones associated with Mr Hughes.
Q. I see.
A. So, I looked at the right-hand side column, and I added those truck loads and they came up, if I recall, 74 or 76.
Q. 74 is what you've said.
A. And then I multiplied 74 by the, as I said, industry practice, of 30 times, 30 times per - because it says truck and trailer. They have an average of 30 tonnes. All the waste industry use it in New South Wales. I multiplied that by the 74. I think it comes to 2,220 tonnes. That's where the value comes from.
MCGRATH
Q. Just returning to that table, Mr Israel, and specifically that final column, times and attendance?
A. Yes.
Q. I want you to assume that if you add up all those times and attendance of those specifically identified trucks, it amounts to 150 times. I just want you to assume?
A. Yeah, assume, yeah.
Q. It's your evidence that you only calculated your figure, which was either 74 or possibly 76?
A. (No verbal reply)
Q. And that was based on your instructions as to which of those trucks were associated with Mr Hughes?
A. Yes, that's correct.
Q. Just before you said that you assumed a certain carrying capacity. Was it 30 tonnes?
A. 30 tonnes, yeah.
Q. How do you estimate 30 tonnes for a truck”: T603.3-T604.23.
(a) they are in large part based on “instructions” from the First Defendant. They assume ENM was deposited on the site by the First Defendant. They assume “only 74 loads of ENM” or “2200 tonnes” of such material were imported to the Property by the First Defendant. This assumption is not at all consistent with the evidence tendered by the Prosecutor, including that no observations were made by any relevant witness that ENM had been tipped and imported to the Property and Access Road – to the contrary; (b) they are inconsistent with the observations of the Prosecutor’s witnesses concerning their visual identification of bricks, concrete, mortar, terracotta, plastic and potential asbestos containing material; (c) they are inconsistent with the tendered photographs of the Property and Access Road; (d) they do not address in any meaningful way Mr McKay’s analysis of aerial photographs of the Property that form part of the basis for his opinion concerning when fill material was imported to the Property and Access Road; (e) they are inconsistent with the surveillance film and indisputable truck movements, which show 661 truck movements to the Property just in the five-week period of 17 March 2021 to 27 April 2021; (f) they are inconsistent with the text and WhatsApp message evidence; (g) they are inconsistent with the laboratory analysis of samples of soil and material taken from the Property and Access Road, including the detection of asbestos; and (h) they are inconsistent with Mr Mitchell’s evidence.
Mr Israel’s “proper chain of custody” opinions are difficult to make sense of, were not explored in cross examination with Prosecution witnesses in any detail, and are not the subject of any of the closing oral or written submissions of the Defendants.
I reject Mr Israel’s opinion that only 2,200 tonnes of ENM material was introduced to the Property by the First Defendant. When he speaks in his First Report of “materials that were already deposited at the site for years” (see [92] above) and “materials which were already on the property” (see [93] above), he does so without engaging at all with Mr McKay’s analysis of the aerial photographs; the truck movements captured in surveillance film; the directions by the First Defendant for material to be tipped on the Property and Access Road; or the laboratory analysis of soil samples. Mr Israel’s opinions are not supported by, and are inconsistent with, all of this evidence, much of which does not seem to have been even considered, or at least not fully considered, by Mr Israel: see T619.10-29.
For the reasons expressed above at [165]-[167], nothing in the reports or oral evidence of Mr Israel in my view gives rise to a reasonable (or any) doubt as to the presence of building waste and asbestos waste (as defined) on the Property and the Access Road, nor does it give rise to any reasonable doubt about the tonnages of building waste and asbestos waste the subject of Mr Ford and Mr McKay’s evidence. Nor does any opinion expressed by Mr Israel give rise to any reasonable doubt as to the evidence of Mr McKay as to when the vast majority of that waste and asbestos waste was imported to the Property or the Access Road.
For the reasons given by Mr McKay summarised at [115] to [118] above, Mr Tofler’s Site Assessment offers no assistance to the Defendants given the very limited nature of his investigation, as well as when it was done.
For similar reasons, the Caples Site Investigation provides no assistance (through no fault of Mr Caples) to the Defendants. As made clear by Mr Mitchell, prior to Mr Caples inspecting the Property, Mr Mitchell had done his best to remediate it, including clearing it of “brick”, “concrete” and “ a ton and a bit maybe two tonnes” of what he suspected was asbestos.
“Q. No, just a general question; what do you understand ENM is?
A. Well, to be clear, people in the industry, and myself included, would refer to a definition such as this. Essentially, it is natural soil that has been exhumed from its natural environment and may have been stockpiled, as I mentioned earlier, but has otherwise not been processed or any other contamination introduced to it. And there’s - helpfully, there’s some, some features of that soil are also brought to bear in this definition in that it must not contain, for example, more than 2% of some other foreign material such as concrete, or bricks, or so on.
Q. In this case, did you go to the site?
A. I did.
Q. Did you walk around it?
A. I did.
Q. Do you say that what you observed was or was not ENM?
A. What I observed was not ENM in, in, in the main. Okay, there, there may be, as I said earlier, parts of a particular test bit that you do where you’re encountering material that doesn’t have a lot of foreign material in it, but it’s not to say that - my assessment of the waste as a whole was that it was not ENM.
Q. I think you gave evidence that there were individual pockets that could be ENM?
A. I haven’t really assessed my - all my datasets specifically for that purpose, but what I’m saying is that some of the individual records may meet the thresholds of those - of that, of what’s in this order, but assessment is not by an individual sample result; it’s by the bulk of the material that is assessed with the prerequisite number of samples, for example.
Q. So just so I understand, it’s some sampling could’ve met the threshold for ENM, is that true?
A. Individual samples may have met that criteria.
Q. Then other samples, you say, would not have?
A. Definitely not, yes”: T530.1-36 (emphasis added).
“Q. What I was suggesting is, or asking you, rather, was whether or not the material which you say you observed at the site could have been in that position as a result of upgrading or some other use of heavy equipment, disturbing material which could've been there for years. Do you remember that series of questions?
A. Yes, so--
HIS HONOUR
Q. Do you understand the question?
A. I don't really understand it. The, the bit about being there for years is confusing me a little bit.
HIS HONOUR: You might need to break it up a little bit, Mr Foster. Yes, thanks.
FOSTER
Q. Is it possible that what you saw, in terms of the potential asbestos or building material, could have been disturbed as a result of equipment use at the site, ending up in the position where you saw it?
A. Okay. So, yes. So, there's two lots of material - types of material if you like - that I observed. There was spread fill, and there was several instances of stockpiles. Some of those stockpiles - and it's a small quantity comparatively - appeared to just be like a truck had backed up and tipped a load. So in that regard, they appeared to have just been placed there.
The majority of the spread fill, obviously to get in a spread condition, had to be bought onto site by a truck, tipped, and then spread around or pushed out into those different areas on the site. So, to that end, clearly some level of earthworks had occurred to flatten the surface of the site, push material off the edges of the embankments and so on. And I - it is possible that material got moved around in that position, but to the extent I, I can't comment on much further than that.
Q. You see, what I'm asking you is, is it possible that whatever material you saw had been on the site for let's say two or more years already, but had been pushed around and disturbed, and perhaps even moved up to the surface through the use of equipment?
HIS HONOUR: When? So do you mean - is your question, "Is it possible that there was material of the kind we've been discussing, that is building waste, potential asbestos, on the site," you said "two or more years ago". That is two or more years before June 2022?
FOSTER: Yes.
HIS HONOUR: And could it have been moved around by actions of excavators and the like after the time that your client bought the land. Is that what you want to ask?
FOSTER: Yes.
HIS HONOUR: All right.
Q. That's the question.
A. Yes, okay.
Q. Is that clear enough?
A. Yes. So going back to the photographic evidence that I presented before, and, and in my first - my original statement of evidence, when I reviewed those photographs, I did note that it is possible that there may have been some earlier filling, and I say possible because all I really have from the air photographs is some clearings on the site in the - from about the 90s I think. But by far, the majority of the disturbance on the land happened in those later photographs. So if there had been a small portion - I could - I can only say it would be a small portion of fill before that. Because the clearings on those - the clearings in the earlier photographs are really where I found the shallowest of fill on the site.
So, if that was a source of some pre existing fill - and I don't even necessarily know there was filling, I just have to say there's a potential because there's cleared, cleared ground. If there was any potential pre-existing fill, a small quantity may have been pushed around by this activity, but you can see from the photographs that a considerable additional volume of material has been brought in and subsequently flattened and pushed around as well. So, I, I feel the majority of the material came in post those earlier photographs.
FOSTER
Q. Is it the position - is it your opinion, rather, that because you see in those photographs evidence of later fill, that you are implicitly assuming that any of the material that we've been talking about came in with that new fill, as opposed to it being lying there for at least a couple of years beforehand and being disturbed by earth moving equipment?
A. I, I am of the opinion that the material that is seen across the majority say of the northern portion and the eastern portion, all that fresher material is definitely the material that was brought in. I can't see why material that is older, and therefore buried by the newer material, would then be dug up and placed further away. It, it would be a strange earthmoving operation to try to attempt that. It, it had the appearance of material which had been brought in and pushed out and pushed off the edges of the slopes. If--
Q. But nevertheless, you do agree, do you, that there is a possibility that the material that you observed had been there for over two years?
A. Are you referring to all of the material there?
Q. Yes?
A. No. I, I would say not, and based on the aerial photographic evidence, I know more material came in” (emphasis added): T539.9 – T541.8.
For the reasons he has given in the First McKay Report (see [88] above), I also accept Mr McKay’s evidence that given the presence of asbestos in the fill material, the land has been degraded and there is at least a potential risk of harm to the health of human beings that is not trivial. I also accept Mr McKay’s evidence that because of the “frequency of chemical results failing the adopted criteria applicable to areas of environmental significance” the land has been degraded and there is potential harm to the health of ecosystems that is not trivial. I am satisfied beyond reasonable doubt that there has been “land pollution” as that term is defined in the dictionary of the POEO Act: see [22] above. I also accept his evidence that the Property and Access Road have had introduced to them “asbestos waste” as defined.
Based on all of the above I find, beyond reasonable doubt, that the Property and Access Road have been polluted with about 68,000 tonnes and 5,000 tonnes respectively of “asbestos waste” within the meaning of that term set out in cl 50 of Sch 1 of the POEO Act.
That the First Defendant caused the “asbestos waste” and building waste to be deposited on the Property and the Access Road is established (although not exclusively) by the messages extracted from his phone. In the DWS, the submission is made that there is no “direct evidence that the First Defendant personally or through a proxy” polluted the land: DWS at [2b]. There is limited force to that submission. There are multiple text and WhatsApp messages where the First Defendant has directed trucks to “tip” material on the Property and Access Road: Exhibit P35. That material has been found to be “land pollution”.
Further, there are also other facts from which it can be readily inferred that the First Defendant caused the Property and Access Road to be polluted, and which satisfy me he did this beyond reasonable doubt. This includes (but is not limited to) the evidence of Mr McKay that the vast amount of fill deposited on the Property was deposited after August 2019, and most after April 2021 (noting the First Defendant became an owner of the Property in August 2020): see Exhibit P30 at [2.5.1]; Exhibit P34 at [3]. It includes the observations of various witnesses such as Mr Burchmore, Mr Khalifeh, Mr Mathie and others referred to above.
The Defendants also submit that there is no “receipt or similar document from a supplier which identifies the material obtained by the First Defendant was other than ENM”: DWS at [6]. This submission simply ignores the evidence that building waste such as brick, concrete, bitumen and plastics were found on the Property, as was asbestos waste. It ignores the expert evidence that what was deposited on the land was not ENM.
As to the asbestos waste, it is suggested by the Defendants that this material could have been dumped by “unknown persons” or “another person”: DWS at [15], [16], [19]. That submission lacks any evidentiary foundation, and can be contrasted to the vast amount of evidence establishing the First Defendant directed trucks to dump or tip material on to the Property and Access Road. It is nothing more than conjecture. There is no evidence of any substance to support it such that it would be reasonable to conclude (on the balance of probabilities) that the building and asbestos waste found on the Property and Access Road might have been introduced to these locations by persons other than those directed to do so by the First Defendant. To the contrary, the evidence adduced by the Prosecutor establishes, beyond reasonable doubt, that the First Defendant caused the polluted fill material to be tipped onto the Property and Access Road.
Based on the evidence:
(a) extracted from the First Defendant’s phone concerning his direction to have material “tipped” on the Property and Access Road; (b) the tax invoice evidence referred to at [156] above; (c) the opinions of Mr McKay that I accept as to when fill was tipped on the Property; (d) the obvious appearance of building waste observed by the witnesses referred to above, including material that could be observed as potential ACM; (e) the fact that the First Defendant was seen moving this material around with a bobcat; and (f) the detection of asbestos fragments on the Property in November 2020 by Mr Burchmore,
I am satisfied beyond reasonable doubt that the First Defendant caused the Property and Access Road to be polluted.
257 Occupier of premises responsible for pollution from premises
(1) In any proceedings under this Act, the occupier of premises at or from which any pollution occurs is taken to have caused the pollution, unless it is established that—
(a) the pollution was caused by another person, and
(b) the other person was not associated with the occupier at the time the pollution occurred, and
(c) the occupier took all reasonable steps to prevent the pollution.
A person is associated with the occupier for the purposes of paragraph (b) (but without limiting any other circumstances of association) if the person is an employee, agent, licensee, contractor or sub-contractor of the occupier.
(2) Subsection (1) does not prevent proceedings being taken under this Act against the person who actually caused the pollution.
(emphasis added).
258 Evidence relating to occupier of premises
(1) In any proceedings under this Act, no proof is required (until evidence is given to the contrary) of the fact that a person is, or at any relevant time was, the occupier of any premises to which the proceedings relate.
(emphasis added).
Although the First Defendant accepted that he was an occupier of the Property in the DWS at [18], this submission was subsequently withdrawn, and in his Supplementary Closing Submissions (DSCS) the First Defendant contended that he was not an occupier: DSCS p 2. This submission is seemingly based on the contention that the First Defendant did not have “management or control” of the Property. This in turn seems to be based on the submission that the First Defendant did not “live there” and was not “present at all times”: DSCS at p 2.
I reject this submission, which is unfounded and cannot be maintained. The evidence supporting the contention that the First Defendant had “management or control” of the Property is overwhelming.
First, at all material times, the First Defendant was an owner of the Property.
Second, he was present at the Property during many inspections by the Council, and the Prosecutor.
Third, he clearly indicated to Mr Mathie that he had control of the Property. He did the same with Mr Khalifeh.
Fourth, through his solicitor, Ms Burrows, he responded to various regulatory notices issued by the Prosecutor, and gave undertakings to do things that could only be done by someone with management or control of the Property. He likewise dealt with Mr Burchmore as someone with control of the Property.
Fifth, the messages extracted from his phone directing waste materials to be deposited on the Property and the Access Road are consistent with someone with management and control of the Property.
In passing, I note that none of the matters outlined in s 257(1)(a) to (c) have been established by the First Defendant. To the contrary, it is clear, and I find beyond reasonable doubt, that the pollution of the Property with asbestos waste was caused by the First Defendant. He was an “occupier” of the Property. Based on all the evidence referred to above, I am satisfied beyond reasonable doubt that the First Defendant caused both the Property and the Access Road to be polluted.
(a) the Property and the Access Road were polluted with building waste including “asbestos waste” (with the Property polluted with more than 10 tonnes of asbestos waste (about 68,500 tonnes in total), and the Access Road also polluted with more than 10 tonnes of asbestos waste (about 5,000 tonnes)); and (b) that the pollution was caused by the First Defendant.
143 Unlawful transporting or depositing of waste
(1) Offence If a person transports waste to a place that cannot lawfully be used as a waste facility for that waste, or causes or permits waste to be so transported—
(a) the person, and
(b) if the person is not the owner of the waste, the owner,
are each guilty of an offence.
Maximum penalty—
(a) in the case of a corporation—$2,000,000 (if the offence involves asbestos waste) or $1,000,000, or
(b) in the case of an individual—$500,000 (if the offence involves asbestos waste) or $250,000.
Note—
An offence against subsection (1) committed by a corporation is an offence attracting special executive liability for a director or other person involved in the management of the corporation—see section 169.
An order that the Defendant, ANT Civil Pty Ltd (ACN: 625 140 990) whose registered office is at Carter’s Tax Advisory Unit 1, 2 Castlereagh Street, Penrith NSW 2750, appear before a Judge of the Court to answer the charge that, from on or about 17 March 2021 to on or about 27 April 2021 inclusive, at or near Wheeny Creek in the State of New South Wales, it committed an offence against section 143(1) of the Protection of the Environment Operations Act 1997 (the Act), in that it caused waste to be transported to a place that could not lawfully be used as a waste facility for that waste.
Particulars
(a) Place
At or near 903C Blaxlands Ridge Road, Wheeny Creek, in the State of New South Wales 2758 being Part Lot 13 of DP751656 (the Place).
(b) Waste
Material including processed and unprocessed building and demolition material, mulch, bricks, timber, ash, glass, plastic, concrete, blue metal, terracotta, ceramic tiles, timber, plastic, metallic debris and asbestos: asbestos waste within the meaning of cl 109 of the Protection of the Environment Operations (General) Regulation 2009, cl 133 of the Protection of the Environment Operations (General) Regulation 2022 and cl 50(1) of Sch 1 of the Act (the Waste).
(c) Manner of breach
The Defendant caused the Waste to be transported to the Place by truck.
(a) the Second Defendant either transported “waste” to the Property, or caused the transportation of “waste”; (b) that the material transported was “waste” as defined in the Act; (c) the Property where the waste was transported was being used as a “waste facility" as defined in the Act; and (d) the Property could not lawfully be used as a waste facility.
waste includes—
(a) any substance (whether solid, liquid or gaseous) that is discharged, emitted or deposited in the environment in such volume, constituency or manner as to cause an alteration in the environment, or
(b) any discarded, rejected, unwanted, surplus or abandoned substance, or
(c) any otherwise discarded, rejected, unwanted, surplus or abandoned substance intended for sale or for recycling, processing, recovery or purification by a separate operation from that which produced the substance, or
(d) any processed, recycled, re-used or recovered substance produced wholly or partly from waste that is applied to land, or used as fuel, but only in the circumstances prescribed by the regulations, or
(e) any substance prescribed by the regulations to be waste.
A substance is not precluded from being waste for the purposes of this Act merely because it is or may be processed, recycled, re-used or recovered.
I am satisfied beyond reasonable doubt that the Second Defendant transported deliveries of fill to the Property. The surveillance film referred to above show two trucks registered to the Second Defendant went to the Property on thirty occasions: Exhibit P17 at [26] and Tab 9. This occurred during the period between 17 March 2021 and 27 April 2021, a period when it is clear that material was being deposited on the Property (and Access Road). I readily draw the inference that these trucks were transporting waste fill to be deposited on the Property.
The evidence also establishes that the Second Defendant engaged other haulage companies to transport fill to the Property: Exhibit P17 Tab 24. Those deliveries were on the instruction of the First Defendant, with the invoices being issued to the Second Defendant: see the invoices that form part of Exhibit P25 Tab 16.
While the Property is not a waste facility, it was used as such. The nature and extent of that use – the depositing of a very large volume of waste material (68,500 tonnes) – unarguably in my view means that the Property was being used for the purposes of a “waste facility” as that term is defined in the POEO Act: see Wollondilly Shire Council v Foxman (No 5) [2013] NSWLEC 68 at [224] per Pepper J.
The messages extracted from the First Defendant’s phone are also evidence that the Property was being used as a commercial tip or waste facility: Exhibit P35.
(a) the Second Defendant transported “waste” to the Property as defined in the POEO Act itself; (b) the Second Defendant caused other haulage companies to “transport waste” to the Property; (c) the waste was “waste”, and also “asbestos waste” within the meaning of the POEO Act; (d) the Property was thereby used as a “waste facility”; and (e) there was no environmental protection licence or development consent for the Property to be used as a waste facility, and therefore such use was unlawful.
1. An order that the Defendant, Andrew Lloyd Hughes (Date of birth 30/07/1982) of 9 Avon Place, Windsor Downs, in the State of New South Wales 2756, appear before a Judge of the Court to answer the charge that, from on or about 17 March 2021 and to on or about 27 April 2021 inclusive, at or near Wheeny Creek in the State of New South Wales, he committed an offence against section 143(1)(a) of the Protection of the Environment Operations Act 1997 (the Act), by reason of section 169(1) of the Act, in that:
a. he was concerned in the management of ANT Civil Pty Ltd (CAN 625 140 990) (the Corporation) at the relevant time; and
b. the Corporation caused waste to be transported to a place that could not lawfully be used as a waste facility for that waste.
Particulars
(a) Place
At or near 903C Blaxlands Ridge Road, Wheeny Creek, in the State of New South Wales 2758 being Part Lot 13 of Deposit Plan 751656 (the Place).
(b) Waste
Material including processed and unprocessed building and demolition material, mulch, bricks, timber, ash, glass, plastic, concrete, blue metal, terracotta, ceramic tiles, timber, plastic, metallic debris and asbestos: asbestos waste within the meaning of cl 109 of the Protection of the Environment Operations (General) Regulation 2009, cl 133 of the Protection of the Environment Operations (General) Regulation 2022 and cl 50(1) of Sch 1 of the Act (the Waste).
(c) Manner of breach
The Corporation caused the Waste to be transported to the Place by truck.
169 Liability of directors etc for offences by corporation—offences attracting special executive liability
(1) If a corporation contravenes, whether by act or omission, a provision of this Act attracting special executive liability, each person who is a director of the corporation or who is concerned in the management of the corporation is taken to have contravened the same provision, unless the person satisfies the court that—
(a) (Repealed)
(b) the person was not in a position to influence the conduct of the corporation in relation to its contravention of the provision, or
(c) the person, if in such a position, used all due diligence to prevent the contravention by the corporation.
(1A) For the purposes of this section, each of the following provisions attract special executive liability—
…
(o) section 143 (1), (emphasis added).
Charge 6 has been proven against the Second Defendant. For the First Defendant to be found guilty of Charge 3, it must be established beyond reasonable doubt that the First Defendant was “concerned in the management” of the Second Defendant at the time when the Second Defendant contravened s 143(1) as per s 169(1).
The First Defendant’s wife is the sole director and shareholder of the Second Defendant. However, the messages that form Exhibit P35 demonstrate beyond reasonable doubt that the First Defendant effectively controlled the Second Defendant, and was certainly the manager of the Second Defendant. He also identified himself as a director of the Second Defendant, even if this was technically not the case: Exhibit P27, being the LinkedIn profile of the First Defendant describing himself as a “Director” of the Second Defendant.
(a) the Second Defendant contravened s 143(1) of the POEO Act, and is guilty of Charge 6; and (b) at the time of the Second Defendant offending under s 143(1), the First Defendant was the manager of the Second Defendant, and responsible for its actions.
144 Use of place as waste facility without lawful authority
(1) A person who is the owner or occupier of any place and who uses the place, or causes or permits the place to be used, as a waste facility without lawful authority is guilty of an offence.
Maximum penalty—
(a) in the case of a corporation—$2,000,000 (if the offence involves asbestos waste) or $1,000,000 and, in the case of a continuing offence, a further penalty of $120,000 for each day the offence continues, or
(b) in the case of an individual—$500,000 (if the offence involves asbestos waste) or $250,000 and, in the case of a continuing offence, a further penalty of $60,000 for each day the offence continues.
1. An order that the Defendant, Andrew Lloyd Hughes (Date of birth 30/07/1982) of 9 Avon Place, Windsor Downs, in the State of New South Wales 2756, appear before a Judge of the Court to answer the charge that, from on or about 22 September 2020 to on or about 21 June 2022 inclusive, at or near Wheeny Creek in the State of New South Wales, he committed an offence against section 144(1) of the Protection of the Environment Operations Act 1997 (the Act), in that he was the occupier of a place and caused the place to be used as a waste facility without lawful authority.
Particulars
(a) Place
At or near 903C Blaxlands Ridge Road, Wheeny Creek, in the state of New South Wales 2758 being Part Lot 13 of Deposited Plan 751656 (the Place).
(b) Waste
Material including processed and unprocessed building and demolition material, mulch, bricks, timber, ash, glass, plastic, concrete, blue metal, terracotta, ceramic tiles, timber, plastic, metallic debris and asbestos: asbestos waste within the meaning of cl 109 of the Protection of the Environment Operations (General) Regulation 2009, cl 133 of the Protection of the Environment Operations (General) Regulation 2022 and cl 50(1) of Sch 1 of the Act (the Waste).
(c) Manner of breach
The Defendant caused the Place to be used for the disposal of the Waste.
(d) Date on which evidence of the alleged offence first came to the attention of an authorised officer:
Evidence of the alleged offence first came to the attention of an authorised officer Daniel Burchmore on 22 September 2020.
(a) the First Defendant was the occupier of the Property; (b) the material deposited on the Property was “waste” as defined in the POEO Act; (c) the First Defendant was using the Property as a “waste facility” or caused or permitted it to be used as a “waste facility”; and (d) the Property could not lawfully be used as a “waste facility”.
The First Defendant was a part owner of the Property at the relevant time. I have already found that he was an “occupier” of the Property, in that he had management and control of it: see [181]-[190] above.
I have already found beyond reasonable doubt that “waste” defined in the POEO Act was deposited on the Property, including “asbestos waste”: see [191]-[192] above.
I have already found beyond reasonable doubt that the Property was being used as a “waste facility” as that term is defined in the POEO Act: see [201]-[202] above. The First Defendant was directing waste material to be taken to and tipped at the Property, and was seen moving that waste about.
I have already found that the Property could not lawfully be used as a waste facility: see [203] above.
(a) the First Defendant was both a part owner and occupier of the Property. He was an “occupier” within the meaning of s 257 of the POEO Act; (b) “waste” (including “asbestos waste” as defined in the POEO Act) was deposited on the Property during the charge period; (c) the First Defendant used the Property as a waste facility and caused it to be used as a waste facility; and (d) there was no environmental protection licence or development consent allowing the Property to be lawfully used as a waste facility.
91B Offence
A person who, without reasonable excuse, does not comply with a clean-up notice given to the person is guilty of an offence.
Maximum penalty—
(a) for a corporation—$1,000,000 and, for a continuing offence, a further penalty of $120,000 for each day the offence continues, or
(b) for an individual—$250,000 and, for a continuing offence, a further penalty of $60,000 for each day the offence continues.
1. An order that the Defendant, Andrew Lloyd Hughes (Date of birth: 30/07/1982) of 9 Avon Place, Windsor Downs, in the State of New South Wales 2756, appear before a Judge of the Court to answer the charge that from about 5:00pm on 31 January 2023 and continuing to 22 August 2023, at or around Wheeny Creek in the state of New South Wales, he committed an offence against section 91B of the Protection of the Environment Operations Act 1997 (the Act) in that he was given a Clean-Up Notice and, without reasonable excuse, did not comply with the Clean-Up Notice given to him.
Particulars
a. Clean-Up Notice:
Clean-Up Notice No. 3504274, dated 6 December 2022 (the Notice).
b. Clean-Up Notice direction not complied with:
Direction 1 of the Notice, which states:
“By no later than 5pm on 31 January 2023, provide the EPA with a draft copy of the Remedial Action Plan (RAP) to remove the contaminated fill material from the Premises.”
c. Manner of breach
The Defendant failed to provide the EPA with a draft copy of the Remedial Action Plan (RAP) to remove contaminated fill from the Premises by 5:00pm on 31 January 2023 and that breach was continuing to 22 August 2023.
The maximum penalty for an individual for a breach of s 91B is a fine of $250,000, and for a continuing offence, a further penalty of $60,000 per day.
In order to prove a contravention of s 91B of the POEO Act, the Prosecutor must prove beyond reasonable doubt that:
(a) the Clean-Up Notice was validly issued to the First Defendant; and (b) the First Defendant, without reasonable excuse, failed to comply with the Clean-Up Notice.
The First Defendant contends that he had a “reasonable excuse” for not complying with the Clean-Up Notice (see below at [232]-[237]). The term “reasonable excuse" in s 91B is not a defined term. Further, as set out by the Prosecutor in its “Submissions on General Principles Applicable to ‘Reasonable Excuse’ Defence” dated 15 April 2026 (Prosecutor’s R****easonable E****xcuse S****ubmissions), the courts have said that whether there is a “reasonable excuse” is a matter to be determined objectively by the courts by reference to the statutory context and there is no exhaustive list of what constitutes a reasonable excuse: Prosecutor’s Reasonable Excuse Submissions at [3].
In Taikato v T**he Queen (1996) 186 CLR 454; [1996] HCA 28, Brennan CJ, Toohey, McHugh and Gummow JJ observed at [466]:
“… when legislatures enact defences such as “reasonable excuse” they effectively give, and intend to give, to the courts the power to determine the content of such defences. Defences in this form are categories of indeterminate reference that have no content until a court makes its decision.”
“First, the question of what constitutes “reasonable excuse” is to be determined from the terms and structure of the particular statute and the circumstances of each particular case…
Second, reasonable excuse is not confined to physical or practical difficulties in complying with the statutory prescription. It includes any excuse which would be accepted by a reasonable person as sufficient to justify non-compliance, but it is necessary to bear in mind the importance of the particular statutory prescription to the overall statutory regime…
Third, the question of what constitutes reasonable excuse involves an objective determination in all the circumstances. These include the adverse consequences to an individual of being compelled to answer and the adverse consequences to an inquiry if the questions are not answered”: at [81]-[83].
“It should also be noted that, to the extent that EuropeFX relied on Ms Moore’s evidence concerning the inconvenience and expense involved in fully complying with the Notice, as discussed earlier, it is tolerably clear that mere inconvenience and expense would not ordinarily provide a reasonable excuse for non-compliance. Even putting that principle to one side, the fact of that matter is that if compliance with the Notice is burdensome and expensive for Europe FX, that would appear to be in large part due to the way it chose to conduct its business”.
WHAT THIS CLEAN-UP NOTICE REQUIRES YOU TO DO
AH.Given the extent of the unlawful deposition and spreading of contaminated fill material at the Premises, the EPA is staging required works and clean-up action for the Premises to be undertaken by you, Andrew Hughes.
AI. This means that different areas at the Premises will be subject to associated works, clean-up and remedial action and you will be instructed which areas will be actioned and the associated timeframes with each.
AJ. This Clean-Up Notice is ‘Stage Two’.
The EPA directs Andrew Hughes to take the following clean-up action:
1. By no later than 5 pm on 31 January 2023, provide the EPA with a draft copy of the Remedial Action Plan (RAP) to remove the contaminated fill material from the Premises.
2. The goal of the RAP is the removal of the contaminated fill material from the Premises and to ensure that remediation occurs in a manner that is safe for the environment and humans.
3. Unless valid reasons for not doing so, the following should be included in the RAP.
(a) An Environmental Site Assessment,
(b) A Site Conception Model discussing the remedial methodology to be implemented.
(c) A Human Health Risk Assessment focusing on the risk to people with potential exposure to the site.
(d) A site-specific Health and Safety Plan.
(e) Detailed methodologies to be implemented to remove the contaminated waste fill material from the Premises and the remediation of the site.
(f) A time frame for the completion of each stage of the proposed works.
4. All documentation must be submitted to the EPA via email to Frederick.hennessy@epa.nsw.gov.au
“43. A period of 57 days is unreasonable given the time of year to engage in experts to perform the above. It was a timetable doomed to fail seeking a Remedial Action Plan to include no less than further reports.
44. (2) The EPA issued a Variation of Clean-Up Notice 3503809 on 28 September 2022 seeking Mr Hughes include a remedial action plan (at 2c on page 3 of this Notice). Mr Hughes sent correspondences to the EPA 21 October 2022 and 20 November 2022 Tab-26.
45. The 21 October 2022 correspondence to the EPA in response to the Clean-Up Notice No 3502972 and Variation of Clean-Up Notice 3503809, sets out inter alia proposal for compliance, nomination of suitably qualified geotechnical engineer Nathan Smith, his comprehensive inspection of the subject area accompanied by an environmental consultant, that a Remedial Action Plan will be prepared after the materials are assessed against EPA adopted polices and guidelines seeking volumetric survey and sampling results to assist with the preparation of the Remedial Action Plan. (see below)
46. The 20 November 2022 correspondence to the EPA in respect of Clean-Up Notice No 3502972 and Variation of Clean-Up Notice 3503809 makes issue of a request for volumetric survey and sampling results provided as raw data means nothing to us and as a minimum to the EPA’s own policies and guidelines, a report should have been produced to provide guidance as to the areas where the results have exceeded the EPA’s adopted criteria for the site hot spots.
47. Further, any Remedial Action Plan to be prepared in accordance with the EPA’s requirements must be based in a Stage 2 Detailed Site Investigation report which is yet to be provided by the EPA. (see below)
48. The EPA did not respond to the correspondences. See: Exhibit P7 Exhibit P7 TAB 16 Affidavit of Frederick John Hennessy 15 August 2023, that is silent on the EPA providing a response, a report on the volumetric survey sampling results and a volumetric survey and Stage 2 Detailed Site Investigation report.
49. Instead, the EPA issued a further Clean-Up Notice, requesting a Remedial Action Plan, absent providing procedural fairness of producing a report on the volumetric survey sampling results and a Stage 2 Detailed Site Investigation report, for Stage 2 of the Clean-Up.
50. Mr Hughs was set up to fail on the basis of little time to comply at Christmas new year holiday period and absent the EPA producing the report on the volumetric survey sampling and the Stage 2 Detailed Site Investigation report.
51. For these reasons, satisfy a reasonable excuse for non-compliance.
52. Correspondences to the EPA see Exhibit P7 Affidavit of Frederick John Hennessy 15 August 2023. - TABs 22 and 29 – Correspondences re Remedial Action Plan”
“C****harge 5 – reasonable excuse
Further, charge 5 as pleaded asserts that the 1st Defendant failed to comply with a Clean Up Notice in that ‘from about 5pm on 31 January 2023 and continuing to 22 August 2023 he was given a Clean up Notice pursuant to section 91 of the POEO Act and, without reasonable excuse, failed to comply with that Clean Up Notice’.
Particulars of the said Notice stated that ‘Direction 1 of the Clean Up Notice was not complied with as follows:
‘By no later than 5pm on 31 January 2023, provide the EPA with a draft copy of the Remedial Action Plan (RAP) to remove the contaminated fill material from the Premises.’
Accordingly the time for compliance was 31 January 2023, and the inclusion of the additional words in the charge ‘and continuing to 22 August 2023’ cannot amount to any part of a lawful charge. The charge should be struck out and/or dismissed since there is no lawful basis for the Charge.”
I reject the submission that the First Defendant had insufficient time to comply with the Clean-Up Notice. First, there is no evidence that the First Defendant took any steps to comply with the Clean-Up Notice.
Second, the period of 57 days is not unreasonable. The Clean-Up Notice did not call for the physical remediation of the Property. It called for the preparation of a plan to do so, and in a “draft” form.
Third, to the extent that it might be submitted by the First Defendant that compliance with the Clean-Up Notice contravened the Prevention Notice issued by the Prosecutor to the First Defendant on 20 June 2022 that prohibited disturbing the soil on the Property (see that notice at Tab 23 of Exhibit P17), I reject that submission. The Clean-Up Notice did not require disturbance of the soil of the Property. It required the preparation of a Remedial Action Plan. In any event, even if the Clean-Up Notice did require disturbance of the soil, it would clearly have operated as a revocation of the Prevention Order pursuant to s 110(1) of the POEO Act.
Fourth, to the extent it is submitted by the First Defendant that there is some defence because the First Defendant and his solicitor sought meetings with the Prosecutor concerning the Clean-Up Notice, I reject that submission. At no time did the Prosecutor give any indication it would extend the relevant time for compliance with the Clean-Up Notice. I also reject the submission that the charge should be struck out.
(a) the Clean-Up Notice was validly issued by the Prosecutor to the First Defendant; and (b) the First Defendant, without reasonable excuse, has not complied with the Clean-Up Notice.
In accordance with the above reasons:
In case number 2023/297653, the Defendant Andrew Lloyd Hughes is convicted of an offence against s 142A(1) of the Protection of the Environment Operations Act 1997 (NSW).
In case number 2023/297654, the Defendant Andrew Lloyd Hughes is convicted of an offence against s 142A(1) of the Protection of the Environment Operations Act 1997 (NSW).
In case number 2023/297655, the Defendant Andrew Lloyd Hughes is convicted of an offence against s 143(1)(a) of the Protection of the Environment Operations Act 1997 (NSW).
In case number 2023/297656, the Defendant Andrew Lloyd Hughes is convicted of an offence against s 144(1) of the Protection of the Environment Operations Act 1997 (NSW).
In case number 2023/297657, the Defendant Andrew Lloyd Hughes is convicted of an offence against s 91B of the Protection of the Environment Operations Act 1997 (NSW).
In case number 2023/297689, the Defendant ANT Civil Pty Ltd is convicted of an offence against s 143(1) of the Protection of the Environment Operations Act 1997 (NSW).
All of the above proceedings are stood over before Beasley J for further mention at 9:30am on 14 August 2026 for the purpose of setting a date for the hearing of sentencing submissions, and any related orders.
**********
Attachment 1 (173 KB, pdf)
(2008) 169 FCR 448
(2019) 101 NSWLR 245
(1984) 152 CLR 528
(1996) 186 CLR 454