COMPILED Decision Notice [As Published] · 132005.2200.02

NOOSA COUNCIL IDAS Development Application Decision Notice                                                  4 of 18


5.     A verification survey of the building is to be carried out by a Licensed Surveyor and a certificate lodged
       with Council at completion of work confirming compliance with the maximum allowable building height as
       required by either the conditions of approval or the Planning Scheme.

6.     Security in the form of a cash bond or trading bank guarantee to the sum of $15,000 must be submitted,
       to secure performance of all conditions of this approval, prior to the issue of a Development Permit for
       operational works. The cash bond or trading bank guarantee will be returned on performance of the
       conditions of approval less any costs incurred by Council in respect of enforcing performance of this
       permit.

7.     The requirements of this development approval are to be effected, prior to the use of the premises.
       Council reserves the right to call upon the bond or guaranteed sum referred to in this approval to effect
       compliance with conditions.

8.     The proposed development shall have all kitchen, laundry and bathroom fittings that comply with the AAA
       Water Conservation Rating System as defined by the AS/NZS 6400 (Water Efficient Products - Rating
       and Labelling 2003) and AS/NZS 3500 (National Plumbing and Drainage Standard Part 1.2), with toilets to
       comply with the AAAA Water Conservation Rating System. All tap ware and shower roses shall not
       exceed a maximum flow of 9 litres per min. Dishwashers and washing machines are excluded from this
       requirement.

9.     The Development Permit for a material change of use of premises lapses if the use has not happened by
       27 February 2011, unless an application to extend the currency is approved by Council.
Building Services
10.    All building materials containing asbestos, including asbestos cement sheeting or roofing and lagging,
       must be removed from the building and disposed of in accordance with industry best practice.

11.    Waste generated during construction must be stockpiled in a centralised location and covered as required
       to prevent material being blown onto adjoining properties including the road reserve or food waste from
       generating vermin. All site waste must be disposed of to an approved waste disposal facility either directly
       or via an approved waste receptacle and collection service. Storage areas are to be located near the
       temporary access to the site so that access can be gained with out damage to infrastructure.

12.    Sediment and erosion control measures must be placed on site prior to the works commencing and shall
       be maintained until all works are complete. The erosion and sediment control measures shall be in
       accordance with the “Best practice guidelines for control of stormwater on building sites” prepared by
       Healthy     Waterways      (copy    attached      or     available   at    www.healthywaterways.org
       <http://www.healthywaterways.org>).

13.    The transportation of all materials to and from the site must be undertaken in a manner such that no
       particle matter escapes onto a public road. All vehicles carrying out materials either to or from the site
       shall be covered to prevent materials including dust being windblown from the vehicle.

14.    There is to be no uncontrolled discharge of water onto the slope.

15.    Additional load due to fill, construction equipment or stockpiled materials should not be located on the
       dune slope.

16.    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.

17.    The construction management plan is to be adhered to.

18.    A RPEQ is to be engaged by the client to oversee the piling works.

19.    The applicant’s Geotechnical engineer will be required to be on site for any major excavation. The
       construction of the whole of the foundations is to be overseen and directed by a consulting Geotechnical
       engineer. If there is a risk of sand movement occurring, all work shall be suspended until such steps,
       approved by the applicant’s Geotechnical engineer, have been taken to ensure that no further slippage
       will result.




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