(i) the contract contains a number of clauses whereby FRH agrees to indemnify Snowy Hydro.
Snowy Hydro's active role
19 Snowy Hydro had an active role in the construction project. It dealt with regulators and members of the public. It had its own site office on the construction site. It normally had personnel present every working day except Sundays. There was constant communication and collaboration between Snowy Hydro and the contractor in relation to the construction program, including weekly progress meetings and day to day discussions. There were discussions between Snowy Hydro and its contractor in respect of the particular works which caused the pollution. Snowy Hydro directed the contractor in respect of the carrying out of those works. The plunge pool outlet channel, which was the pollution conduit, was excavated by the contractor to the specifications of Snowy Hydro. The specifications were not pre-determined by contract drawings but were dictated on site by Brian Mayhew (Snowy Hydro's Structures and Dam Safety Manager and Construction Manager for this project) whilst the works were being carried out. Mr Mayhew reported to Brett Jones, Snowy Hydro's Superintendent.
20 Snowy Hydro utilised the services of two or three full time site inspectors. The site inspectors spent most of their time on the site monitoring and inspecting the works carried out by the contractor in order to examine compliance with the contract and the environmental management plan.
21 One of the site inspectors was Ian McCann, who gave evidence for the prosecution. Mr McCann was aware that the excavation of the coffer dams and haul road was to commence on 28 July 2006. His role in respect of that excavation was to ensure that the width and depth of the channel joining the plunge pool and the Snowy River was achieved. Mr McCann was not aware of any written plans or specifications for that task. It was his understanding that the works were to be completed to the satisfaction of himself and Mr Mayhew, to whom Mr McCann reported on a daily basis both verbally and in reports. It was Mr Mayhew who would give him direction in the works that he was to carry out. In addition to the site inspectors, other Snowy Hydro site employees regularly inspected works being carried out by FRH.
Development application, assessment and approval
22 In 2003, Snowy Hydro submitted a development application to Snowy River Shire Council to carry out the spillway upgrade and outlet works. The development application was supported by two Statements of Environmental Effects (SEE). The SEE noted that the Snowy River Inquiry had identified the section of the Snowy River downstream from the Jindabyne Dam to the junction with the Delegate River as highly degraded (p 118). The SEE noted that potential adverse impacts would generally be restricted to the construction phase and included potential erosion and sedimentation during and immediately following activities that disturbed the land surface or were carried out within water bodies. The SEE stated that "These potential impacts are of particular importance" (p 119).
23 The development application proposed that a water quality guideline of less than or equal to 150 NTU be adopted for water discharged into the Snowy River. A water quality guideline of less than or equal to 50 NTU was proposed for 150 metres upstream of the construction activities on the surface of Lake Jindabyne.
24 Turbidity expressed as NTUs (nephelometric turbidity units) is a measurement derived from the degree to which light is able to penetrate the water column. It is relevant to note that the measurement of total suspended solids (TSS) is an alternative to the measurement of turbidity for the purpose of determining the degree or concentration of solids suspended in a water column. The concentration of TSS is expressed in milligrams per litre (mg/L) and is a measurement of the weight of solids in milligrams per litre of water.
25 In accordance with the scheme for integrated development under the Environmental Planning and Assessment Act 1979 (EPA Act), various approval bodies were forwarded copies of the development application and invited to provide general terms of approval to the council. One of the approval bodies was the Environment Protection Authority (EPA).
26 Over the next few months there were communications between Snowy Hydro and the EPA concerning water quality guidelines. As FRH was not privy to them, I do not propose to set most of them out.
27 By letter to Snowy Hydro dated 3 December 2003, the EPA issued its general terms of approval. They were provided by the EPA in contemplation of like conditions being inserted in the environment protection licence by way of licence variation. In respect of discharges to downstream waters, conditions 2.1.2 and 3.2 of the general terms of approval specified discharge limit points to the Snowy River immediately downstream of each "pollution control structure that discharges" from the Jindabyne Dam and spillway premises, to which a discharge concentration limit of 30mg/L of TSS applied. That was a more stringent water quality criterion than Snowy Hydro's previously proposed 150 NTU (see [23] above). I do not consider that the silt curtain (located downstream of the plunge pool and coffer dams) could be described as a "pollution control structure that discharges" from the premises.
28 The EPA issued its final (amended) general terms of approval on 16 February 2004. They were relevantly in the same terms as the general terms of approval referred to above, although the discharge limit was stated to be 30mg/L of TSS "plus ambient background".
29 On 17 February 2004, the council issued its development consent to Snowy Hydro for the spillway upgrade and outlet works. The EPA's general terms of approval were incorporated in the consent.
Environment protection licence
30 In 2004, Snowy Hydro's existing environment protection licence was amended so that it extended to, and imposed controls over, the carrying out of the spillway upgrade and outlet works. The definition of "premises" in the amended environment protection licence included the construction site downstream of the Jindabyne Dam wall where the plunge pool and the temporary coffer dams were to be constructed. The environment protection licence required the licensee to comply with s 120 of the POEO Act, except as may be expressly provided in any other condition of the licence.
31 The environment protection licence did not permit polluted waters to be discharged from the plunge pool outlet works into the Snowy River. The only point at which the licence permitted pollutants to be discharged to the Snowy River from the construction site was at Point 17, which was the final point for the treatment of stormwater retained on the site. Point 17 was located at the end of an erosion gully, flowing into the Snowy River from Sediment Basin No 3, a little downstream from the silt curtain. At Point 17 the licence permitted a 30 mg/L ambient percentile concentration of TSS.
Environmental management plan
32 As with condition 6.6 of the EPA's general terms of approval, the amended environment protection licence had a condition (E4) requiring Snowy Hydro to prepare a construction management plan for the Jindabyne Dam spillway premises, which had to be provided to and approved by an EPA Regional Manager prior to the commencement of construction. The construction management plan was required to include: