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23688 DA - COMPILED Decision Notice [As Published] · 132004.240015.4
NOOSA COUNCIL IDAS Development Application Decision Notice 6
All earthworks must incorporate shallow surface spoon drains at the base and along the high side
of the cut. Drains must have an efficient outflow down -slope and clear of the construction area
and should utilise absorption and a means of disposal to minimise the stormwater erosion.
All liquid waste or stormwater runoff should be disposed of in a manner that does not compromise
the stability of the site, existing and proposed structures.
All earthworks must ensure the stability of neighbouring structures is maintained through not
undermining their foundations.
Any filling within the allotment shall be placed and compacted in accordance with AS3798-1996 to
a level sufficient to achieve a Level 1 certification with a minimum relative field density of 95%.
Vegetation cover within the allotment is to be preserved or replaced where removed for
construction.
Erosion and Sediment Control
21. To protect the environment against siltation/sediment export or soil erosion as a result of this
development, an erosion and sediment control plan shall be submitted in conjunction with any
Development Permit for Building Works. Site control measures such as silt fencing, controlled gravel
access to the site and controlled disposal of waste, may be necessary. Prior to commencement of
building works, all physical site control measures shall be installed, and the plan adhered to.
Building Services
22. A contour survey of the subject site is to be carried out by a Licensed Surveyor and is to be submitted to
Council at the time of application for building approval. Such survey shall set out the natural surface
levels of the site and the position of buildings on the site.
23. A verification survey of the building is to be carried out by a Licensed Surveyor and a certificate lodged
with Council at completion of the work confirming compliance with the minimum required floor level and
the maximum building height above natural surface, required by the provisions of the Planning Scheme.
24. The Geotechnical report submitted as part of your application has been appraised and approved subject
to the following conditions: -
24.1. There is to be no uncontrolled discharge of water onto the slope;
24.2. Stripping of vegetation for construction purposes should be minimised. If vegetation is destroyed it
should be reinstated immediately after construction is completed;
24.3. Additional load due to fill, construction equipment or stockpiled materials should not be located on
the dune slope;
24.4. The use of vibratory equipment of any kind is not permitted to be used, including vibrating rollers,
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;
24.5. The construction management plan as defined by Recommendations 4.3 Construction and 4.4
Stormwater in the geotechnical report prepared by Sunshine Coast Geotechnical Pty Ltd dated 2
February 2004 is to be adhered to;
24.6. A condition survey is to be carried out of adjoining buildings, structures and services prior to any
demolition works or construction works taking place on site. If distress already exists, a
photographic survey shall be undertaken, the distress measured and a plan to monitor changes to
distress shall be implemented. A copy of this report is to be submitted to Council within 5 business
days of survey and prior to construction work proceeding;
24.7. Copies of all inspection reports by engineers are to be submitted to Council within 5 business days
of the inspection taking place;
24.8. Boundary wall movement shall be monitored throughout construction by a RPEQ and if movement
occurs construction is to be stopped immediately and appropriate action is to be taken to arrest the
movement. Further work shall only take place after a re-assessment of the conditions on site;
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