SUPERSEDED Decision Notice - 010.2006.00000823.001 [As Published] · 132006.823

NOOSA COUNCIL IDAS Development Application Decision Notice                                                30 of 51


186.   The Developer must, promptly after written request by the Council, carry out any necessary rectification
       works, at the Developer’s cost, on roads in the vicinity of the Site where it can be reasonably
       demonstrated that such roads have been damaged by construction vehicles involved in carrying out the
       Development.

187.   There shall be no pile driving on Site.

188.   There shall be no diesel powered crane structures erected or used on Site other than mobile cranes.

189.   There shall be no encroachment into the 10 metre creek setback zone. This requires that no construction
       works can occur in this 10 metre setback, for example no batters, no excavations, no pipelines, no silt
       fences or sediment controls, no diversion drains, no foundations, no retaining walls, no scaffolding, no
       access for construction etc are permitted within the 10 metre setback, except for the three stormwater
       outlets as shown on Drawing No. 05B320 SK.15 Issue A titled “Proposed Stormwater Headwall Layout
       Plan” dated April 2006 and prepared by Qantec McWilliam. The construction works required to construct
       these outlets will be minimised and shall be contained within a 6 metre wide corridor.

Construction Sequencing

190.   A Construction Sequencing Management Plan shall be submitted in conjunction with an Operational
       Works application for civil works. The report shall detail each stage required to construct the proposed
       civil works and methods of stabilisation and erosion controls to ensure that sediments do not enter the
       intermittent creek and Noosa Sound.
       This management plan shall be prepared in conjunction with operational works drawings which shall
       reflect the civil works staging. The plan shall also include detailed erosion and sediment control staging
       plans, to be submitted with Operational Works application.
191.   Building works shall not commence until services, one coat primer seal on roadways, building platforms
       and retaining walls are completed and stabilised. These works shall be stabilised with turf or hydromulch
       in high risk area, grass seeding with 80% cover in low risk areas and with mulch or geotextile in areas that
       will be disturbed during building works. The applicant shall submit with the sediment and erosion control
       plans, details of the various risk areas across the site and associated methods of stabilisation for those
       differing risk areas.

192.   The construction sequences are to be more or less sequential, although the construction period of some
       of the elements may overlap and there may be advance works which are common to all sequences and to
       the various separate components of the Development.

193.   At all times the sequencing of construction and building works shall ensure that any areas that will be
       exposed for more than 10 business days shall be stabilised. Erosion and sediment control measures must
       be maintained for each stage and are of prime importance and shall be established prior to any other
       works being undertaken.

Sediment and Erosion Control Plan

194.   A detailed staged Sediment and Erosion Control Management Plan shall be prepared specifically for the
       resort site by a Registered Professional Engineer of Queensland, having proper regard to the
       Environmental Values of the Site and requirements of the EMP and shall be submitted in conjunction with
       an Operational Works application for approval by the manager Land Development. The management plan
       shall detail at a minimum, the following:

       194.1. Staging of erosion and sediment control measures;

       194.2. Sizing of sediment basins and control measures;

       194.3. Clean water diversion provision around construction activity zones on- site;

       194.4. Locations of all interceptor drains and cut-off drains;

       194.5. Rehabilitation and remediation requirements; and

       194.6. Contingency plans.




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