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2016-12-06 Planning & Environment Committee Agenda
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PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 6 DECEMBER 2016
RECOMMENDATION
That Council note the report by the Coordinator Engineering to the Planning & Environment
Committee Meeting dated 6 December 2016 regarding Application No. OPW16/0177 for a
Development Permit for Operational Works – Jetty and Boatlift situated at 1/17 Sunseeker Close,
Noosaville and approve the application in accordance with the following conditions:
Approved Plans
1. Development undertaken in accordance with this approval must generally comply with the
approved plans of development. The approved plans are listed in the following table unless
otherwise amended by these conditions.
Plan No. Rev. Plan/Document Name Date
26231-J1 C Jetty Plan and Details prepared by SCG 12 October 2016
Consulting Engineers as annotated by
Council
D15 Typical 1.5 Tonne Drive On Pontoon 29 May 2003
prepared by Superior Jetty Constructions
2. Boats moored at the structure must not extend beyond the prolongation of the side
boundaries of the subject site.
3. All structures must be designed and constructed such that they are free standing within the
waterway and are not connected to or behind the revetment wall
4. All structures must have no detrimental effects on stormwater drains and/or easements.
5. Jetties must have a level-walking surface of R.L 1.000 A.H.D or be level with the top of the
revetment wall.
6. A rigid handrail must be fitted on one side of the walkway.
7. No posts or vertical supports of the proposed jetty are to extend vertically from the structure
unless they provide support for the handrail.
8. There must be no electrical reticulation system carrying electricity in excess of 24 volts
beyond the revetment wall unless all switches and power outlets are positioned above the
1%AEP flood level.
9. Lighting associated with the use must be designed, installed, operated, and maintained in
accordance with Section 3 of AS4282 Control of the Obtrusive Effects of Outdoor Lighting.
10. Rock scour protection, wrapped in geotextile, extends from 750mm up to approximately
5000mm from the face of the revetment wall in Noosa Waters. Piles are to be:
10.1. Located clear of this rock protection where applicable, or alternatively
10.2. Where the scour protection extends beyond 750mm:
10.2.1. Prior to driving piles, the rocks are to be removed to expose the geotextile
and the geotextile cut neatly to allow it to be turned back. During pile driving,
care is to be taken to ensure the geotextile is not damaged. At the
completion of pile driving, the fabric is to be turned down around the pile and
the rocks replaced around the piles
11. The jetty and boat lifting device are to be used for private purposes only with no
commercial operations to be undertaken.
12. Boat repair activities are not permitted on site.
13. Wastewater and sullage must only be disposed of at approved pump out facilities.
14. The mooring facility must not be utilised for live-aboard purposes.
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