Environment Protection Authority v M A Roche Group Pty Ltd; Environment Protection Authority v Roche
[2013] NSWLEC 191
At a glance
Source factsCourt
Land and Environment Court (NSW)
Decision date
2013-11-07
Before
Pain J
Source
Original judgment source is linked above.
Judgment (37 paragraphs)
ademy of Environmental Law Colloquium, 16 - 20 October 2006 Category: Sentence Parties: Environment Protection Authority (Prosecutor) M A Roche Group Pty Ltd (Defendant) Mark Roche (Defendant) Representation: Ms M Odell (solicitor) (Prosecutor) Mr M Bonnano (solicitor) (Defendants) Office of Environment and Heritage (Prosecutor) Lindsay Taylor Lawyers (Defendants) File Number(s): 50432 of 2013, 50491 of 2013, 50433 of 3013
Sentencing of corporate defendant for two water pollution offences (matters and 50491 (offence 20 June 2012) of 50432 2013 (offence 27 June 2012)) 1The Defendant M A Roche Group Pty Ltd has pleaded guilty to two charges of polluting waters in contravention of s 120(1) of the Protection of the Environment Operations Act 1997 (the PEO Act) at or near 129 Milligans Road, Wauchope in the State of New South Wales. The first offence (matter no 50491 of 2012) occurred on 20 June 2012 and the second on 27 June 2012 (matter no 50432 of 2012). It is necessary to sentence the Defendant for these offences. By pleading guilty the Defendant accepts the essential elements of the offences. 2The parties have agreed and orders have been made that evidence in one matter is evidence in the others. The parties have agreed a statement of facts (SOAF) as the basis for sentencing as follows: BACKGROUND The Pollute Waters Charge 1. M.A. Roche Group Pty Ltd (M.A. Roche) is charged with two offences of polluting waters in contravention of s120(1) of the Protection of the Environment Operations Act 1997 (the POEO Act), on 20 June 2012 and again on 27 June 2012 at or near 129 Milligans Road, Wauchope in the State of New South Wales. 2. The maximum penalty available for each offence is $1,000,000. 3. The particulars of the offences are contained in the Summonses filed with the Court. The Delay and Obstruct an Authorised Officer Charge 4. Mr Mark Roche is charged with an offence of wilfully delaying or obstructing an authorised officer's powers under Chapter 7 of the POEO Act between 15 October 2012 and 8 November 2012. 5. The maximum penalty available for this offence is $250,000. 6. The particulars of the offence are contained in the Summons filed with the Court. M.A. Roche Group Pty Ltd and Mr Mark Roche 7. M.A. Roche operates a quarry known as Volcanic Resources which is located at 129 Milligans Road, Wauchope NSW ('the Premises'). 8. M.A. Roche holds an Environment Protection Licence ('EPL') number 12364 for the activities of "Crushing, Grinding or Separating" and "Extractive Activities". M.A Roche's EPL does not allow it to discharge any pollutants off the Premises. 9. Mr Roche is one of the Directors of M.A. Roche. He is also the Manager of Volcanic Resources. 10. The Premises consists of two main areas: an operational pit area where material is extracted from the ground and processed ('the Operational Pit'); and within a separate catchment, a series of sediment dams for treating runoff and process water that is contaminated with suspended solids ('the Sediment Dams'). 11. Material is extracted from the Operational Pit with a bulldozer. Once the rock material is ripped loose from the ground, a front end loader or excavator picks it up and passes it through a series of crushers to reduce the size of the rock material. 12. Once down to the appropriate size the material is then put through a washery process. The washery washes any fine material from the rock and screens it into similar sized material. It is then stockpiled awaiting sale. 13. At the time of the incident, there were also three sediment dams on the Premises. The purpose of these dams is to collect and treat sediment laden water from the premises, including the spent wash-water from the washery. Water from the washery is meant to flow into Sediment Dam One where the coarsest sediment drops to the bottom, it then flows to Sediment Dam Two, where finer sediment falls to the bottom, and finally into Sediment Dam Three where more sediment is removed. Water in Sediment Dam Three must only overflow out of this dam if it is cleaned such that pollution of waters does not occur. If this three dam process is not adequate to remove the sediment from the water then an option for a licensee would be to add flocculants in a careful and controlled manner. Flocculants cause the sediments to agglomerate together which assists in them settling out prior to the water in dam overflowing 14. Attachment 1 is a copy of a map of the Premises. THE WATERS POLLUTED 15. The waters that were polluted included a dry bed of an unnamed watercourse that flows into Herons Creek and Herons Creek. 16. Discharging waters left the Premises through the bottom of a rock causeway, which had been constructed in the western wall of the Operational Pit. The discharging water entered the dry bed of an unnamed watercourse which flowed into Herons Creek. 17. Herons Creek is a creek which is approximately 2 to 5 m wide and 0.2 to 0.5 m deep in the channel section where the alleged pollution incident(s) occurred. Herons Creek upstream of the Premises has been observed as being clear and free of any noticeable suspended solids or sediment. This section of Herons Creek runs through State Forest. The in-channel animals and plants include fish, macroinvertebrates and benthic/attached algae. 18. The sediment in the water included soil, earth, silt, clay and/or other suspended solids and/or similar inorganic matter. THE INCIDENT 20 June 2012 - The first water pollution incident 19. On 20 June 2012, at approximately 8.30am EPA Officers David Bell and Sarah - Jane Oakroot were undertaking a routine inspection of the Premises. 20. On the day of this inspection the rock washery was located in the Operational Pit. Waters for use in the washery were being sourced from the Sediment Dams, which are located in a different catchment to the Operational Pit . The turbid water draining from the washery operations was flowing into the Operational Pit and collecting against the western wall of the Operational Pit. Photos at Attachment 2 show the turbid water collecting in the Operational Pit. 21. The western wall of the Operational Pit was constructed of earthen material and it had a causeway in it. This causeway was located in a section of the earthen wall and was covered with rocks up to the height of the earthen wall. Photographs at Attachment 2 show the rock causeway from the Operational Pit side. 22. The EPA Officers walked to top of the western wall of the Operational Pit (at the rock causeway) and looked over the wall down the opposite side of the Operational Pit. From that position they observed sediment laden water discharging through the bottom of the rock causeway and away from the Premises (the discharging waters). Photographs at Attachment 3 show water discharging through the rock causeway on the side opposite to the Operational Pit. 23. The discharging waters entered an unnamed watercourse which flowed from the point of discharge at the base of the rock causeway to a fence on the Premises boundary and then continued through a neighbouring property until it converged with Herons Creek. Photographs at Attachment 4 show the discharging waters flowing to the boundary of the Premises and escaping into the neighbouring property. The discharging waters travelled approximately 300m from the point of discharge to the confluence with Herons Creek. 24. At the point where the unnamed watercourse converged with Herons Creek the water was murky and brown and looked the same as the water that was discharging from the rock causeway in the western wall. Conversely, the waters of Herons Creek upstream of the confluence with the unnamed creek were observed to be clean to very clear and not carrying any noticeable suspended solids or sediment. 25. At the point of convergence of the discharging waters and Herons Creek there was a clear demarcation line between the clean waters from upstream and the murky waters from the discharging waters. Photograph at Attachment 5 shows this demarcation and the turbid waters from the unnamed creek discharging into the clean waters of Herons Creek. Downstream of the confluence of Herons Creek and the unnamed watercourse, the entire width of Herons Creek was affected by the discharging waters and this can be seen in the photograph at Attachment 6. 27 June 2012 - The second water pollution incident 26. On 27 June 2012, Officers Bell and Oakroot returned to the Premises to check whether the discharge of waters had ceased. 27. The EPA Officers again walked to the top of the western wall of the Operational Pit at the rock causeway. The Officers looked over the wall down the opposite side of the Operational Pit. They observed that sediment laden water was discharging from the base of the wall and out of the Operational Pit. Photographs at Attachment 7 show water discharging through the rock causeway and the discharging waters flowing away from the Premises and towards the neighbouring property. 28. The discharging waters again entered the unnamed creek, flowed along the same path as on 20 June 2012, to the boundary of the Premises, through the neighbouring property and into Herons Creek. Herons Creek was brown and murky for approximately 500m downstream of the point where the discharging waters entered Herons Creek. On the previous inspection, the sediment laden water had not travelled that far downstream. Prevention notice 29. On 20 June 2012, at the time of the first inspection by the EPA officers, EPA Officer Bell told Mr Steve Johns (an employee of M.A. Roche who appeared to him to have control of the site) that the discharge of waters was a breach of section 120 of the POEO Act, that the discharge needed to be stopped and that the EPA would be issuing a written direction to M.A. Roche to stop the discharge. 30. On 20 June 2012 Mr Roche was made aware by one of his employees that sediment laden water was discharging through the western wall, that the EPA had been on site and that a verbal direction had been given about taking action to cease the discharge of the sediment laden water through the western wall. 31. On 22 June Mr Bell had a phone conversation with Mr Roche during which Mr Bell told Mr Roche that the discharge of sediment laden water needed to be stopped and that the EPA would be issuing a written direction to M.A. Roche to stop the discharge. 32. On 22 June 2012, M.A. Roche was issued with a prevention notice which required it to cease all quarrying activities on the Premises until the discharge had stopped and to take necessary action to prevent any further discharge of waters. A copy of the Prevention Notice which was sent is at Attachment 8. 33. On the 27 June 2012, during the second inspection by EPA Officers it appeared that no works had been undertaken to stop the discharge. There were no pumps in place pumping out water from the Operational Pit, there was no evidence of any earthworks or any other works at the base of the western pit wall either on the Operational Pit side or on the outside of the Operational Pit. 34. The reason given by Mr Roche, on behalf of M.A. Roche, as to why no action had been taken to stop the discharge was that there was a forecast of heavy rain and that this prevented it taking any action to stop the discharge. 35. There was no rain forecast on 20, 21, 22, 23, 24 or 25 June 2012. On 26 and 27 June 2012 isolated showers were forecast near the coast. There was no rain recorded in the Port Macquarie area on 20, 21, 22, 23, 24, 25 or 26 June 2012. The first day that rain was recorded after the Prevention Notice had been issued was 27 June 2012. 36. Heavy rain was recorded in the area on 27, 28 and 29 June 2012. 37. M.A. Roche had a pump on the premises at the time that the discharge was occurring. On 20 June 2012 this pump was being used to pump water from the Sediment Dams to the washery. Water ceased discharging 38. On 4 July 2012, EPA officers Sarah - Jane Oakroot and Peter Jamieson inspected the Premises. 39. The Officers climbed onto the western wall of the Operational Pit and saw that there was no discharge of waters through the base of the western wall. SAMPLES AND POTENTIAL FOR ENVIRONMENTAL HARM 40. Officer Bell took a number of samples at various locations during his inspections of 20 and 27 June 2012. These were submitted for analysis to the EPA laboratories. 41. In summary, the EPA sample results from 20 June 2012 show that the water discharging from the base of the Operational Pit wall at the rock causeway had very high levels of turbidity (6,100 ntu). This is in contrast to the upstream samples (taken in Herons Creek upstream of the point where the discharging waters entered Herons Creek) which had very low levels of turbidity (less than 3 ntu). The resulting impact on Herons Creek was high levels of turbidity (1,500 ntu) immediately downstream of the confluence between Herons Creek and the discharging waters. Table 1 below summaries the samples taken by the EPA on 20 June 2012: [table omitted] 42. Similarly, the sample results for 27 June 2012 show that the water discharging from the base of the Operational Pit wall had very high levels of turbidity (2,900 ntu). Again, this can be compared to upstream samples in Herons Creek for which the turbidity levels were 22 ntu. 43. The turbidity level of 22 ntu recorded in Herons Creek upstream was measured following heavy rainfall and the slightly elevated levels of turbidity are mainly due to the rainfall on that date. This upstream level of 22 ntu contrasts with turbidity levels of 1,400 ntu recorded in Herons Creek downstream of the discharges from the Premises. 44. Table 2 below summaries the samples taken by the EPA on 27 June 2012: [table omitted] 45. OEH expert Yoshi Kobayashi explains that total suspended solids (TSS) are a measure of the amounts of suspended particulate matter in water. Suspended particulate matter may influence aquatic ecosystems both when in suspension and as it settles out in the following ways: a. suspended particulate matter can reduce light penetration and this negatively affects plant production in the form of algae and other aquatic plants, this, in turn, affects the bottom-living and bottom-feeding organisms that are dependent, directly or indirectly, on plants for food; b. suspended particulate matter has also been shown to directly affect fish by clogging or coating gills, which can lead to death if levels are high enough. It can also interfere with the feeding mechanisms of filter-feeding animals that strain food particles from the water, causing stress or mortality, and c. particulate matter that has settled out may smother bottom-living organisms such as snails and bivalves and/or change the nature of the substrate filling the interstices between stones and converting solid substrate to silty substrate, thus negatively affecting the habitat conditions for bottom-living organisms. 46. Turbidity is also a measure of the amounts of suspended matter. Turbidity is one of the stressors that are not toxic but can directly affect aquatic ecosystems and biota. 47. The highly elevated levels of turbidity measured in Herons Creek on both 20 and 27 June 2012 combined with elevated concentrations of TSS had the potential to impede the healthy in-stream productivity of plants and animals and to harm the healthy in-stream habitat conditions for the aquatic organisms, especially bottom-living organisms such as snails and bivalves and the organisms including minute invertebrates and algae that use the surface of aquatic plants or other substrates as habitats. 48. All water samples collected on 20 and 27 June 2012, apparently contaminated by waters originating in the quarry pit dam (including downstream samples from Herons Creek), were acutely toxic to the zooplankton crustacean Ceriodaphnia dubia even when diluted at least 10 times with clean water. 49. No toxicity was evident to C. dubia in water samples collected in Herons Creek, upstream of the influence of the quarry pit dam discharge. 50. Microtox bacterial tests showed similar relative responses to the various samples as did the C. dubia, but with a generally lower level of toxicity evident in the samples apparently contaminated with quarry pit dam waters. 51. Rainbowfish larve (Melanotaenia duboulayi) were not acutely sensitive to samples collected on 27 June 2012. Water samples including those apparently contaminated by waters originating from the quarry pit dam, did not cause an acutely toxic (e.g. lethal) response in rainbowfish larvae exposed to undiluted samples for 72 hours. 52. The differing levels of toxicity evident in the three test species is not unusual and underlies the desirability of using a variety of test species to fully assess potential ecotoxicity. 53. On 20 June 2012 the extent of the harm would have been limited to a distance of 170m downstream of the confluence of the discharge waters into Herons Creek and by 27 June 2012 the extent of the harm increased to approximately 500m downstream of the confluence. CAUSE OF THE INCIDENT 54. The rock causeway in the western wall of the Operational Pit failed because the western wall of the Operational Pit was not properly constructed and because the spillway in the western wall of the Operational Pit was not properly constructed. 55. NSW Soil Conservation Service expert Richard Good has formed the opinion that the western wall of the Operational Pit was constructed from uncompacted and porous soil layers and as such was unable to withstand the pressure of the water stored against it in the Operational Pit. This allowed the waters to tunnel through the wall and discharge to the unnamed creek. In addition, the western wall was not "keyed" into the underlying soil and this meant that the stored water was able to seep under and weaken the base of the western wall at the spillway and created a failure path for the stored water. 56. "Keying in" involves physically binding the soil used for construction of an embankment into the underlying soil by ripping the subsoil and progressively placing and compacting embankment soil in layers to block the path of stored water and prevent it seeping through the wall. Inadequate keying of the base of a dam embankment can enable stored water to seep through and weaken the base of the dam embankment predisposing the wall to failure. 57. Mr Good further identifies that the spillway (rock causeway) was inadequately constructed. This is because: a. the spillway was not wide enough, b. the gabion rock covering the surface of the spillway was loose and unbound and would have washed away during rainfall events predisposing the spillway to further erosion. 58. Mr Good forms the opinion that although the reasons set out in paragraph 57 above did not directly contribute to the discharge of water through the rock causeway, these two factors would contribute to the instability of the western wall if a large rainfall event occurred that forced stored quarry runoff water to over-top the spillway. 59. Prior to the two incidents on 20 and 27 June 2012 M.A. Roche did not have any procedures in place to check the dam walls to ensure that water did not discharge off the Premises. 60. At the time of the first Record of Interview with Mr Roche on 8 November 2012 (and after the two water discharge incidents occurred) procedures had still not been put in place by M.A. Roche to check the dam walls to ensure that polluted water did not discharge off the Premises. INTERVIEWS CONDUCTED 61. The EPA conducted interviews with Mr Mark Roche and Mr Matthew Everingham on 8 November 2012. Mr Roche is a Director and Manager of M.A. Roche and was the person nominated as the company representative for the purpose of a record of interview. Mr Everingham is an employee of M.A. Roche. 62. The EPA conducted interviews with Mr Steve Johns on 29 November 2012, Mr Rodney Keena on 7 January 2012. Mr Johns and Mr Keena were employees of M.A. Roche at the time that the two water discharge incidents occurred. 63. The EPA conducted a second interview with Mr Mark Roche on 22 March 2012. MAINTENANCE OF THE WESTERN WALL OF THE OPERATIONAL PIT 64. The western wall of the Operational Pit collapsed following rainfall in October 2010. In October 2010 polluted water discharged through the point where the wall collapsed, which was the same location where the polluted waters were observed by EPA officers to be discharging through the western wall on 20 and 27 June 2012. Photographs showing the collapsed wall as it was following the collapse during an inspection by Officer Bell on 9 December 2010 are shown at Attachment 9. 65. Mr Roche repaired the collapsed wall himself and did not engage an engineer or other expert to assist with these works. PENALTY NOTICES ISSUED TO THE DEFENDANT 66. M.A. Roche has not been previously prosecuted for any environmental offences. However, in July 2011, M.A. Roche was issued with a Penalty Notice for pollution of waters under the POEO Act relating to the collapse of the western wall of the Operational Pit described in paragraph 59 above. 67. Between 2010 and 2012 M.A. Roche has also been issued with three other Penalty Notices and two Official Cautions for other (non pollution of waters) environmental offences. MR STEVEN JOHNS AND MR RODNEY KEENA 68. On 27 September 2012, the EPA issued four notices under section 203 of the POEO Act to nominate a place and time to attend and answer questions in relation to the pollution of waters at the Premises. One of the four notices was addressed to Mr Steven Johns and another to Mr Rodney Keena. These notices were sent by registered post to the postal address of M.A Roche because the EPA believed that these two men were employees of M.A. Roche. 69. On 17 October 2012 Mr Roche sent an email to Peter Jamieson of the EPA informing him that Mr Steve Johns and Mr Rodney Keena were no longer employed by M.A. Roche and that as at 17 October 2012 they were both permanently employed in the mines in Western Australia and as a result would not be attending their interviews. 70. Mr Roche again stated this information, about Mr Johns and Mr Keena's employment in the mines in Western Australia, in an interview with EPA investigators on 8 November 2012. 71. Mr Johns and Mr Keena were not working in the mines in Western Australia at the times that Mr Roche told the EPA that they were. Mr Johns was working for M.A. Roche on both 15 October 2012 and 8 November 2012. Mr Keena was not working at the mines in Western Australia on either 15 October 2012 or 8 November 2012. 72. Mr Roche told the EPA that Mr Johns was a casual employee and not a permanent employee Mr Johns has clarified with the EPA that he was a permanent employee and not a casual employee, at all relevant times. This has since been confirmed by Mr Roche. 73. Mr Keena was employed casually by M.A. Roche and ceased his employment with M.A. Roche between the end of September 2012 and beginning of October 2012. 74. Mr Roche has since admitted to the EPA that he was not truthful about the whereabouts of Mr Johns and Mr Keena and that Mr Johns was employed by M.A. Roche at the relevant times. 3An affidavit sworn by Mr Roche, Director of the Defendant, on 1 November 2013 was read. The other director of the Defendant is Mr Roche's wife. The Defendant is a small family based operation with only seven full time staff. Mr Roche outlines why he was unable to commence work to prevent the discharge after the first offence and that he secured pumps to drain the site after the second offence. He has monitored the wall for any signs of failure since the second offence and instructed his staff to check daily for any signs of failure. Annexed is a copy of a letter from ERM Port Macquarie in response to his request for assistance to properly design and construct appropriate measures to address any future problems with run off from the quarry sites, the cost of which is estimated at $14,000. He is awaiting the surveyor's report to commence the necessary works. He expresses his regret that he allowed the offences to occur and believed that he had adequately repaired the western wall after the overflow in 2010. He was not at that time able to obtain the services of expert engineers to assist him. 4Mr Roche was cross-examined by the Prosecutor's solicitor as to why he did not take steps to prevent further pollution after the first incident on 20 June 2012. He replied that rain was forecast and he did not want to exacerbate the situation by replacing the dam wall during further rain as he thought that would make the situation worse. He had only a small pressure pump on the premises which would have taken three weeks to pump out all the water and was not able to hire a more effective pump at the time as these were being used elsewhere. 5The Defendant tendered its recent financial records (exhibit 1). The Defendant's tax return for 2011 showed a loss of $47,490. The Defendant's tax return for 2012 showed a loss of $76,029. The Defendant's bank account record was also tendered. The profit and loss statement dated July 2012 through June 2013, which has yet to be audited, shows a loss of $153,844.55. 6Section 3A of the Crimes (Sentencing Procedure) Act 1999 (CSP Act) states the purposes for which the Court may impose a sentence on a defendant as follows: (a) to ensure that the offender is adequately punished for the offence, (b) to prevent crime by deterring the offender and other persons from committing similar offences, (c) to protect the community from the offender, (d) to promote the rehabilitation of the offender, (e) to make the offender accountable for his or her actions, (f) to denounce the conduct of the offender, (g) to recognise the harm done to the victim of the crime and the community. 7The Prosecutor submitted that factors (a), (b), (e), (f) and (g) are most relevant in these proceedings for both offences. The objective and subjective circumstances of the offence must be weighed up in the context of the legislative framework under the PEO Act. 8The Court must apply the instinctive synthesis approach by identifying all the relevant factors, discussing their importance and making a "value judgment as to what is the appropriate sentence given all the factors of the case": Muldrock v R [2011] HCA 39; (2011) 244 CLR 120 at [26] unanimously following Markarian v R [2005] HCA 25; (2005) 228 CLR 357 at [51] per McHugh J. The sentence must reflect all the relevant objective circumstances of the offence and subjective circumstances of the Defendant: see Veen v R [1979] HCA 7; (1979) 143 CLR 458 at 490; Veen v R (No 2) [1988] HCA 14; (1988) 164 CLR 465 at 472 - 473, 490 - 491. The sentence should not exceed what is "justified as appropriate or proportionate to the gravity of the crime considered in the light of its objective circumstances": Veen v The Queen (No 2) at 472, 485 - 486, 490 - 491, 496; Hoare v R [1989] HCA 33; (1989) 167 CLR 348 at 354 (Mason CJ, Deane, Dawson, Toohey and McHugh JJ).