23616DA - Change to Existing Approval [As Published] · 132003.221132.6

                                                                                                 23616DA


      120.7.Site Filling;
      120.8.Excavation of materials to fill another site; and
      120.9.Landscaping.
121. Operational works shall be carried out in a manner that prevents:
      121.1.Pollution of a waterway;
      121.2.Dust/sand nuisance to residents in the vicinity;
      121.3.Transfer of dirt and debris onto a public road;
      121.4.Excessive noise (less than 1.5 Dba above ambient measured at the lot boundaries);
      121.5.Excessive traffic delays (less than 5 minute delays); and
      121.6.Diminution of neighbourhood amenity (long term parking of employees vehicles, parking
            of construction equipment etc.).
122. A traffic management plan shall be submitted in conjunction with a Development Permit for
     Operational Works involving road or drainage works. The plan shall address all phases of
     construction to be undertaken on site.
123. Where operational works are likely to affect nearby residents and the Noosa Primary School, at
     least 3 days notice of commencement of work, the name of the site supervisor, and a 24 hour
     contact telephone number shall be distributed to affected residents.
124. Earthworks shall be generally contained within existing and proposed road reserves. Where
     earthworks are required for the provision of services, existing contours shall be restored.
125. Fill imported to the site may only be from a site licensed with The Environmental Protection
     Agency or from a site for which a Development Permit for Operational Works has been issued
     approving the export of fill.
126. A registered practicing Geotechnical Engineer shall test the existing ground conditions for
     suitability of placing additional fill, prior to such fill being placed.
127. Any existing fill or natural materials on the site or with the extent of approved works external to
     the site which do not satisfy a Geotechnical Engineer's requirements shall be removed and
     replaced with suitable material.
128. Fill shall be compacted to 95% relative dry density as per Main Roads Department Test No.
     Q8A. A registered practicing Geotechnical Engineer shall supervise all the placement of fill and
     shall certify that all lots have been compacted to the required standard.
129. Following completion of the filling works and prior to endorsement of the Plan of Survey, the
     registered practicing Geotechnical Engineer supervising the works shall submit compaction
     tests across the entire filled areas and a site classification report for each lot subject to filling.
     The extent of fill and each lot site classification shall be shown on a metes and bounds survey
     plan.
130. An appropriate property notation shall be placed on Council's rates records to advise
     prospective purchasers of lots that have been filled that special foundations requirements will
     apply.
131. Stormwater is to be disposed of on site so as to cause no scour or damage to adjoining
     properties to the reasonable satisfaction of the Manager - Land Development. A Development
     Permit for Building Works shall not be granted until a Development Permit for Operational
     Works has been issued in regard to the drainage scheme.
132. The stormwater discharge from the site shall be designed such that there is no net increase in
     the rate of discharge as a result of the development for storm events up to 100 year ARI.




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