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Minor Change Existing Approval 51984 3164 01 · 51984.3164.01
m. Erosion prevention methods proposed to ensure the future maintenance of stability of
the toe of the sand dune so that the basis of the design of the building foundations as
set out in the reports by the Applicant’s Consultants, is not invalidated. In considering
this point, regard shall be had to the possible erosion effects of a disaster situation
such as river flooding and cyclone flooding of the Noosa River Estuary.
n. Details of the Design of any services under the building such that they will not be
disturbed or damaged by the possible future sand movements set out in (K) above.
22. The building application and details required in Conditions 2 and 3 above, shall be analysed
by the Applicant’s Geotechnical Engineers and they shall be required to report on the
application, etc., and certify that the detailed design of the development is to their satisfaction.
23. There shall be no disturbance of the sand dune below the building area except for the
establishment of additional vegetation or as otherwise approved by Council’s Engineer.
24. The building application shall incorporate full details of the proposed internal driveway
including levels, grades, etc., and these shall be related to existing road levels and a footpath
crossing designed in accordance with Council’s normal requirements.
25. During the construction period involving the construction of the whole of the foundations,
retaining walls and the lower floor, this work is to be permanently supervised on the site by
a suitably qualified and experienced Consulting Geotechnical Engineer. No work of any such
kind shall be carried out if her is not on the site supervising the work. The Builder shall at all
times comply with the directions of the Consulting Geotechnical Engineer. Termination of the
period of time his is to remain on the site id to be determined by Council’s Engineer.
26. No material of any kind is to be deposited over the slope nor is water to be discharged over
it at any time during the construction phase.
27. No materials of any kind are to be stored or be left on top of the steep dune slope.
28. Excavation work is to be carried out in such a way that machinery is not to operate on the
top of the steep dune slope nor over it.
29. The drainage of the site during construction is to be carried out to the satisfaction of the
Engineering Department, but should in no way be directed into the vicinity of the slope.
30. Driven piles are not to be used.
31. No trees or vegetation on the site are to be removed except with the approval of the
Applicant’s Consulting Geotechnical Engineer and Council’s Engineers
32. Every reasonable requirement of the Engineering Department is to be complied with.
33. At the completion of works, certificates shall be submitted by the Applicant’s Geotechnical
Engineer and Structural Engineer to certify that the works have been carried out to the
requirements and satisfaction and that the basis of the design was not rendered invalid by
the conditions of the site.
34. The Applicant shall contribute towards augmentation of road, sewerage and water supply
services in the area in accordance with Council’s Noosa Hill Policy. The contribution is to be
$2,516 per equivalent tenement increased in accordance with the C.P.I from the 30th
June1981, to the current quarter at time of payment. Payment shall be made prior to release
of the Building Permit. A credit will be allowed for the number of existing equivalent
tenements.
35. Upgrading of the water main servicing the site and in the vicinity of the site if considered
necessary by Council’s Water Supply and Sewerage Consultants.
36. All of the works within and external to the site and detailed in the above conditions are to be
completed by the Applicant and at no cost to Council.
37. No construction materials shall be stored to the north of the intersection of the plane of the
27 degrees line with the ground surface or excavated ground surface as applicable.
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Document Set ID: 23480614
Version: 3, Version Date: 30/01/2025
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