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Minor Change Existing Approval 51984 3164 01 · 51984.3164.01
17. Filling, other development work or the erection of any buildings or other structures shall be
carried out so as not to cause any ponding of water on adjoining land or any blockage or
interference with any natural water course or on any other way unduly affect adjoining
property. In any case where it is unavoidable that the proposed development any cause ant
of the above disabilities, such remedial drainage or other works shall be carried out to the
requirements of the Shire Engineer. The design of such works shall be approved by the Shire
Engineer prior to the issue of a Building Permit.
18. The location of point for mail delivery (letterboxes) shall be to the requirements of Australia
Post, generally in accordance with its policy on the matter.
Special Conditions
19. Prior to the issue of the Building Permit a detailed report prepared by a qualified Geotechnical
Engineer shall be submitted to Council for consideration and approval. This report shall cover
in detail the Geotechnical aspects of the design and construction of the project. Matters cover
in the report shall include the following –
a. Identification of types of failures of the steep dune slope that could occur.
b. Guidelines for establishment of foundation levels.
c. Effect of lateral loading on the foundations.
d. The conditions governing construction procedures for all work on the allotment must
be defined before it can be determined whether construction will adversely affect
stability. Factors to be defined include: site supervision; storage for materials;
discharge of water; limits to area of operation of machinery; site drainage; piling
techniques; removal of vegetation and revegetation.
e. Further consideration must be given to possible effects of landslips on the contiguous
grout pile wall at the western boundary and to detailed construction procedures for this
wall.
This retaining wall is not approved at this stage, and approval will be dependent upon
submission of information to verify that the wall will not adversely effect the stability of
the dune slope generally, or the adjoining property. The accommodation of equipment
for construction of this wall is also of major concern.
f. Impact of any filling proposed in the area of Section C.
g. Measures proposed to stabilize the toe of the steep dune slope, as this is crucial to the
design assumptions.
h. Additional detail soil investigations as necessary to verify the bearing capacity of the
existing materials.
i. Details to verify that vibration from construction traffic using Natasha Avenue will not
adversely effect the stability of the steep dune slope or buildings in the area generally.
20. Detailed plans prepared by a registered Civil Engineer are to be submitted to Council for
approval with the building application, incorporating the structural design of the building, pool,
retaining walls ect. Full details of the proposed staging of construction including earthworks,
installation of the retaining walls, the pool, section of the building below existing grounds
levels at the side boundaries of the property, and provision of support for adjoining properties
shall be submitted.
21. The building application shall be accompanied by the following: -
a. A detailed design of the proposed method of connecting the development to Council’s
existing sewerage system.
b. Detailed design and documentation for the construction of roadworks in the Natasha
Avenue cul-de-sac. The design parameters shall be: -
i. 3.5 metre wide footpath, unless services dictate otherwise.
Page 3 of 9
Document Set ID: 23480614
Version: 3, Version Date: 30/01/2025
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