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SUPERSEDED Decision Notice - Change to an Existing Approval - 010.2005.00001189.003 [As Published] · 132005.1189.03
2005/1189
Headworks Contributions
61. Contributions shall be paid to Council in accordance with Planning Scheme Policies PSP28
and PSP30 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 under the current policies is outlined below. These amounts will
adjusted in line with changes to the Consumer Price Index, All Groups Brisbane from
December 2005 until the date of payment.
Water Supply $6,953
Sewerage $7,670
TOTAL $14,623
All headworks contributions must be paid prior to the issue of a Development Permit for
Operational 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.
Acid Sulfate Soils
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62. As the site is located below the 5m AHD, any excavation works consisting of 100m or greater
will need to be carried out in accordance with State Planning Policy 2/02 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.
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63. As the site is located below the 5m AHD, 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 2/02 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.
Earthworks
64. 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 natural watercourses.
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 1 in 100 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.
65. Earthworks carried out on site shall not affect the structural integrity of any of the existing
fences or structures that border the development site. Fences that are affected shall be
replaced prior to plan endorsement. In this regard any fences to be replaced shall be clearly
shown on the plans submitted for Operational Works approval.
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