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Decision Notice - Minor Change - 132001 210011 4 - [As Published] · 132001.210011.4
34. A registered easement shall be created over the existing sewer main that crosses the
northern portion of the site. The easements shall generally be parallel to and centred over
the sewer main and be equivalent in width to twice the depth to invert level of the sewer at
the deepest point within the allotment and be no less than 3.0 metres wide. Although, in
accordance with “Plan A” dated 8/5/01 (copy attached) the easement will be permitted to
step around the proposed building.
35. With the exception of the ultimate stormwater drainage system that will run through the
walkway of Block ‘A’ under two levels of residential units, no building or other structure shall
be constructed or encroach over an easement. Any building or structure within proximity of
an easement or any other public utility’s underground must have its foundations designed so
that no surcharge loads are imposed upon such underground infrastructure. Foundations
must be taken down a minimum of 1 metre below a line of influence measured 1 metre in the
direction of the foundation from the centreline of the closest underground service and along
the natural angle of repose of the foundation soil type(s).
Plans, and supportive documents, detailing these proposed foundations shall be designed
by a registered practicing Geotechnical Engineer and submitted with any application for any
Development Permit for Building Works.
Earthworks
36. Fill levels, in accordance with Council’s - Noosaville Master Drainage Plan - will be provided
on application to Council’s Works Directorate.
37. Any filling works required on site shall be carried out in accordance with Section 3.8 of
Council's Engineering Design Standards Manual and so as not to cause the ponding of water
on any adjoining lands or the blockage of, or interference with, any natural watercourses.
Headworks
38. Contributions shall be paid to Council in accordance with Planning Scheme Policies PSP 28
and PSP 30 on Water Supply Headworks Contributions and Sewerage Headworks
Contributions respectively and at the rates applicable at the time of payment. An estimate
only of the contribution rates as of March 01 under the current policies is as follows:
Water Supply $39,624
Sewerage $47,284
TOTAL $86,908
All headworks contributions shall be paid prior to the issue of a Development Permit for
Building Works.
Alternatively a trading bank guarantee shall be submitted to Council plus 20%. Should the
headworks contributions not be paid at the due time, Council shall call upon the trading bank
guarantee in full.
In the event that the Development Permit for Material Change of Use of Premises lapses or
is cancelled, the contribution or trading bank guarantee will be returned.
Erosion & Sediment Control
39. Any person acting on this permit shall prevent erosion and sediment export from the site.
Site control measures such as silt fencing, controlled gravel access to the site and controlled
disposal of waste, may be necessary.
A $10,000 site control bond is required to be lodged prior to the issue of a Development
Permit for Operational Works to ensure compliance with this condition. It will be refunded
following compliance with this condition and satisfactory completion of all works, less any
costs incurred by Council in effecting compliance with the condition.
Page 5 of 11
Document Set ID: 22457179
Version: 4, Version Date: 13/06/2023
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