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2015-01-12 General Committee Agenda
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GENERAL COMMITTEE MEETING AGENDA 12 January 2015 RECOMMENDATION That Council note the report by the Development Engineer to the General Committee Meeting dated 12 January 2015 regarding Application No. OPW14/0307 for a Development Permit for Operational Works for Prescribed Tidal Works – Commercial Jetty situated at 256 Gympie Terrace, Noosaville and approve the application in accordance with the following conditions: 1. Development undertaken in accordance with this approval must generally comply with the approved plans of development. The approved plans are listed in the table below and as may be amended by these conditions. Plan No. Rev. Plan/Document Name Date 4656-100 - General Notes & Locality Plan, prepared by 29 May 2014 International Marina Consultants Pty Ltd 4656-101 - Demolition Plan, prepared by International 28 May 2014 Marina Consultants Pty Ltd 4656-102/A A General Arrangement, prepared by International 16 October 2014 Marina Consultants Pty Ltd 4656-103/A A Elevation, prepared by International Marina 16 October 2014 Consultants Pty Ltd 4656-104/A A Pile Layout, Profile and Schedule, prepared by 16 October 2014 International Marina Consultants Pty Ltd 4656-105/A A Pontoon Setout, prepared by International 16 October 2014 Marina Consultants Pty Ltd 4656-106 - 1.2m Overall Width x 7.5 Long Gangway, 30 May 2014 prepared by International Marina Consultants Pty Ltd 4656-109 A Pontoon Setout, prepared by International 30 May 2014 Marina Consultants Pty Ltd 2. All structures associated with the use (jetty and pontoons) must be constructed wholly within the lease area as shown on SP146043 dated 4 December 2013. 3. To ensure the safety of persons accessing the approved works and to prevent environmental harm, a safety audit of the on-site fuel storage tanks, bowsers and associated pipework, valves, vents and systems shall be conducted by a suitably qualified professional and submitted to Council for approval. The audit shall demonstrate that the fuel systems are in a safe and serviceable condition or, where necessary, identify repair and rectification requirements to meet the relevant Australian Standards and industry best practice environmental management. Any repair works must be completed, with certification submitted by the auditor to Council, prior to the use of the new works (pontoon/jetty extensions). 4. Structures shall be designed and constructed such that they are free standing within the waterway and are not connected to or behind the revetment wall or rock wall. 5. No posts or vertical supports of the proposed structures are to extend vertically above the height of the new piles. 6. No boatlifting devices are to be attached or moored at the jetty structure for the purpose of elevating a vessel above the water without Council approval. 7. The jetty shall be constructed in a manner to render the underside area vermin proof. 8. The connection point for any electrical reticulation system extending beyond the revetment wall must be located above the Q100 flood level. 9. Lighting associated with the use shall be designed, installed, operated, and maintained in accordance with Section 3 of AS4282 Control of the Obtrusive Effects of Outdoor Lighting. 10. Boat repair activities will not be permitted on site. Page 16 of 147
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