Issue Responsibility Target Date Improved performance Asset Management 2016 monitoring and reporting to Engineer/SAG be developed through the AMIS Proactive Maintenance Scheduling There is limited programmed maintenance through the former AMIS. It is generally a manual process with no automatic alert and is confined to a limited number of Hansen licenced users. Maintenance programmes are scheduled for some pump station maintenance, pump oil inspection and replacement. A priority objective of the new AMIS is for all operatives and engineering officers to create and view maintenance schedules and to monitor, implement and update programmed work. There will be a considerable change in business practice and training required in order to utilise the functionality of the new system. Implementation will be undertaken in a phased manner. Issue Responsibility Target Date Proactive maintenance Asset Management 2015 onwards schedule of asset groups Engineer/O & M Engineer Risk Management The Council Risk Management system is a thorough and reliable system for analysing hazards and risk assessment. The annual review of each activity is overseen by the Risk Manager. In the light of the Canterbury earthquake sequence the evaluation and management of public utility risk has come under scrutiny. Valuable information is becoming available through Stronger Christchurch Infrastructure Re-build Team (SCIRT) on the vulnerability of utility assets and the building of increased resilience. Local authorities have had significant problems securing commercial insurance. The co- operative insurance organisation, Local Authority Protection Programme (LAPP) subscribed to by the Council has been deeply affected and its reserves and access to re-insurance has been eroded. The protection they are now able to offer is significantly less whilst the premiums have risen. It is likely that in the future much more detailed risk mitigation evidence will need to be supplied to insurance companies before premiums can be insurance. The identified urban growth areas have been investigated for liquefaction potential and issues relating to later spread around watercourses. Early findings suggest that welded polyethylene pipelines have performed better in areas of both ground movement and liquefaction. The specification for future pipeline contracts and the Code of Practice for new subdivisions maybe adapted to reflect the new knowledge. The major concrete reservoirs at Weld St, Blenheim and Cloudy Bay Business Park have been examined and additional seismic strengthening works have been programmed. Issue Responsibility Target Date Continue to review Development & Planning Ongoing construction specification, Engineer/Risk Manager/ standards and Codes of Infrastructure Development Practice in the light of Engineer information from the SCIRT Page 68