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Decision Notice - Minor Change - 132007 12 9 [As Published]
47. All site stormwater drainage shall be by means of a gravity system.
Sewer Mains
48. All parts of the site shall be connected to Council's existing sewerage reticulation
systems and be constructed in accordance with Council's standards and requirements
at no cost to Council.
Town Water Supply
49. All parts of the site shall be connected to Council's existing town water supply and be
constructed in accordance with Council's standards and requirements at no cost to
Council.
50. For Multiple Uses (including Building Format Plans, Group Title Plans, etc) the
development shall be served by:
50.1 A single Body Corporate water meter to measure the total water consumption
(including fire hose reels, but excluding fire hydrants and fire sprinkler systems),
and
50.2 Individual water meters to each tenement capable of being separately rated, and
50.3 A fire service (fully testable single detector check with metered bypass), where
applicable, for flows to fire hydrants and fire sprinkler systems (excluding fire hose
reels).
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 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.
52. 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 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 AHO, any excavation works consisting of 100m3 or
greater and/or any filling works consisting of 500m3 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.
Page 7 of 18
Document Set ID: 22465906
Version: 7, Version Date: 22/06/2023
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