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Sealed Final Judgment
Earthworks
51. 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 additional
ponding of water on any adjoining lands or the blockage of, or interference with, any
existing overland flowpaths. Detailed site surveys indicating natural surface levels and
contours of the adjoining properties must be provided with the application for a
Development Permit for Operational Works for Filling and Drainage.
This may require the design and construction of drainage pipes and/or an overland flow-
path within the development site that caters for drainage from the adjoining sites for a
design storm with an Average Recurrence Interval of I in I 00 years, A private easement
for the Drainage of Water encompassing the drainage pipes or overland flow-path will also
be required. In this regard a Development Permit for Operational Works shall be obtained.
Should evidence be provided to Council indicating that no additional ponding of stormwater
will occur on the adjoining properties the requirement for the drainage pipes, overland flow-
path and easement shall not apply.
52. Earthworks carried out on site shall riot affect the structural integrity of any of the existing
o fences or structures that border the development site. Fences that are affected shall be
replaced prior to the Building Certifier issuing the Certificate of Classification. In this
regard any fences to be replaced shall be clearly shown on the plans submitted for
Operational Works approval.
Acid Sulfate Soils
53. As the site is located below the 5m AHD, any excavation works consisting of I 00m' or
greater and/or any filling works consisting of 500m' or greater and with an average depth
of 0.5m or greater will need to be carried out in accordance with State Planning Policy 2102
Planning and Managing Development Involving Acid Sulfate Soils. In this regard
appropriate testing and supporting documentation prepared by a suitably qualified
specialist shall be submitted to Council for approval prior to obtaining a Development
Permit for Operational Works.
Erosion and Sediment Control
54. Any person acting on this permit shall prevent erosion and sediment export from leaving
the site. Site control measures such as silt fencing, controlled gravel access to the site
and controlled disposal of waste, will be necessary.
In this regard plans detailing the methods of controlling erosion and sediment are required
to be submitted to the Council for approval prior to obtaining a Development Permit for
Operational Works.
55. Monetary contributions shall be paid to Noosa Council towards the cost of providing and/or
upgrading various infrastructure at the rates applicable at the time of payment. An
estimate only of the contribution amounts under the current Council policies and
requirements is outlined in the table below:
STAGE B
TOTAL
STAGE A (in
Contribution Required For: addition to Stage A +
Sta eA Stage B
PSP12 - Public Open Space Contributions $ 3,233
Park $ 3,233 $0
PSP, 6 - Sewera e Headworks Contributions $ 34,617 $ 14,785 $ 49,402
PSP, 7 - Water Supply Headworks $ 55,356
Contributions
$ 29,629 $ 25,727
PSP20 - Pathway Trunk Network $ 3,266
Contributions
$ 3,266 $0
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