Council archive · source document
Decision Notice - 010.2009.00001270.001 [As Published] · 132009.1270
2009/1270
24. Storm water retention systems and gross pollutant traps must maintain a minimum clearance
of 1.5 metres from the Council sewerage inspection opening within the development site.
25. Construction works undertaken in the vicinity of Council water supply or sewerage
infrastructure must not adversely affect the integrity of the infrastructure. All costs
associated with repair, replacement or alteration of Council’s infrastructure must be met by
the applicant
Erosion and Sediment Control
26. Any person acting on this permit shall prevent erosion on the site and the adjoining land 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, a plan detailing the methods of controlling erosion and sediment in
accordance with the Healthy Waterways document and fact sheet series titled “Controlling
Stormwater Pollution on your Building Site dated 2006” is required to be submitted with the
application for a Building Works Permit.
Earthworks
27. Filling works required on site shall be carried out in accordance with Council’s Planning
Scheme Policy PSP5 – Engineering Design Standards, so as not to cause the additional
ponding of water on any adjoining lands or the blockage of, or interference with, any natural
stormwater runoff.
28. Excavation of the site and the construction of the proposed works shall not have any
adverse affects on the stability of adjoining buildings and/or structures and/or services and/or
lands. In this regard a Registered Professional Engineer Queensland shall supervise the
excavation of the site and the construction of the new works to determine whether any
additional measures are required to protect the stability of adjoining buildings and/or
structures and/or services and/or lands.
29. 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 Final Building Inspection by the Building Certifier. In this regard any
fences to be replaced shall be clearly shown on the plans submitted for Building Works
approval.
30. The use of vibratory equipment of any kind is not permitted to be used (including vibrating
rollers and the use of vibrating installation techniques for sheet piling and other construction
vibrations caused by excavating, earthmoving or demolition machinery or other similar
construction techniques) unless approved and supervised by a Certified Geotechnical
Engineer. Under such circumstances the operator of such equipment shall at all times
comply with the directions of the Geotechnical engineer and the reasonable and lawful
directions of Council officers.
Site Stability
31. A registered Geotechnical Engineer or similar qualified expert shall assess the soil condition
on site, determine the soil classification, establish whether any measures are required to
protect the stability of adjoining buildings and/or structures and/or land, and make
recommendations on the type of foundation system(s) best suited for the proposed
development. The recommendations of this report shall be incorporated into the design and
construction of the proposed development and the associated civil works (eg stormwater
drainage disposal, earthworks) and be part of the application for Building Works.
32. Should the recommendations of the geotechnical report require any part of the works
(including excavation, retaining structures, tie backs etc) to be temporarily or permanently
constructed within any adjoining property a letter of authority from the adjoining property
owner shall be obtained prior to the issue of Development Permit for Building Works.
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