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Delegated Report MCU26 0064 & OPW26 0093 (As Published) · MCU26/0064
3. Security in the form of a cash bond or trading bank guarantee to the sum of $5,000 must be
submitted to Council, to secure performance of all conditions of this approval, prior to the
commencement of the works. The cash bond or trading bank guarantee will be returned on
performance of the conditions of this approval less any costs incurred by Council in respect
of enforcing performance of this permit. Council reserves the right to call upon the bond or
guaranteed sum to effect compliance with conditions.
Bonds
4. Bonds must:
a. meet the requirements of Council’s relevant Planning Scheme Policy for performance
and uncompleted works.
b. be calculated using a schedule of works and relevant bond equation.
c. be lodged with Council and accompanied by the Bond Administration Fee/s.
General Conditions
5. 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
6. All structures must have no detrimental effects on stormwater drains and/or easements.
7. 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.
8. A rigid handrail must be fitted on one side of the walkway. The handrail must be of an open
design and in accordance with the approved plans.
9. No posts or vertical supports of the proposed jetty are to extend vertically from the structure
unless they provide necessary support for the handrail.
10. 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.
11. 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.
12. 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.
13. 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:
a. Located clear of this rock protection where applicable, or alternatively
b. Where the scour protection extends beyond 750mm:
i. 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.
14. The jetty is to be used for private purposes only with no commercial operations to be
undertaken.
15. Boat repair activities are not permitted on site.
16. Wastewater and sullage must only be disposed of at approved pumpout facilities.
17. The mooring facility must not be utilised for live-aboard purposes.
18. Any construction and post construction activity is not to impact on the condition of the
waterway, and is to be conducted so as not to breach the Environmental Protection Act EPA
(1994) and the Environmental Protection (Water) Policy 2009.
Page 5 of 7
Document Set ID: 25076396
Version: 4, Version Date: 10/09/2026
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