00155818.001

NOOSA COUNCIL IDAS Development Application Decision Notice                                                        8

55.    The existing sewer main that traverses the site shall be relocated to run along the western boundary of the
       site and along the frontage of the site in Elizabeth street generally in accordance to the submitted
       engineering Drawing No 1248-0-1 (B) dated 16/08/2004 by Construction Hydraulic Building Services. A
       Development Permit for Operational Works is required.

56.    The proposed sewer main that traverses the site and the ‘zone of influence’ (taken as the area within a
       45-degree angle measured from the invert of the sewer main to the finished surface level) shall be
       accurately located and determined by a licensed Surveyor and shown on all plans submitted for
       Operational Works approval.
       To ensure Council’s sewer main is accessible for maintenance purposes and is protected from risk of
       damage no structures requiring a building permit (eg. buildings, swimming pools, retaining walls, raised
       terraces, etc) shall be constructed within this ‘zone of influence’ and as such the applicant shall amend
       Operational Works plans including Building plans to ensure compliance.
Town Water Supply
57.    The site shall be connected to Council’s existing town water supply and be constructed in accordance with
       Council’s standards and requirements at no cost to Council.

58.    Each water connection to the water reticulation system shall extend to the property boundary and be
       metered. Where multiple units including leased buildings are served by a single service, multiple water
       meters to each individual unit or leased building shall be installed. All fees for the supply of water meters
       shall be paid to the Council.

59.    Fire hydrants are to be provided throughout the development in accordance with Council Engineering
       Design Standards and in accordance with Queensland Fire Service Standards.
Service Easements (Sewer /Stormwater)
60.    A registered easement shall be created over the zone of influence of all existing and proposed sewer
       mains within the subject site and over those parts of the subject site that are impacted upon by sewer
       mains on any adjoining sites. The easements shall generally be parallel to and centred over the sewer
       main and be equivalent in width to twice the depth to invert level of the sewer at the deepest point within
       the allotment (measured from the finished surface) and be no less than 3.0 metres wide. In this regard a
       licensed surveyor shall accurately locate all sewer mains and determine the necessary width of the
       easement, which shall be shown on any plans submitted for Operational Works / Building Works
       approval. To this extent the surveyor shall certify that the sewer and the zone of influence is wholly
       contained within the easement to be created.
       In addition to this the Applicant’s Solicitor shall give Council’s Solicitor an appropriate undertaking in
       writing that the Title Deed and the easement documents will be lodged at the Land Titles Office and any
       additional Titles Office forms or requisitions requiring the consent of Council will be attended to promptly.
       A duly executed copy of the easement shall be submitted to Council for perusal prior to the use
       commencing.
       Any changes required by Council’s Solicitor must be corrected immediately.
61.    Where required a registered easement shall be created over any stormwater drainage pipes within the
       site that collect stormwater or convey stormwater from any adjoining property (for example, where
       drainage pipes are provided within the site to prevent adjacent properties from ponding/flooding due to the
       subject site being filled).

62.    No building or other structure shall be constructed or encroach over an easement. Any building or
       structure within proximity of an easement or any other public utility’s underground must have its
       foundations designed so that no surcharge loads are imposed upon such underground infrastructure.
       Foundations must be taken down a minimum of 1 metre below a line of influence measured 1 metre in the
       direction of the foundation from the centreline of the closest underground service and along the natural
       angle of repose of the foundation soil type(s). Particular attention shall be given to the existing
       stormwater box culvert located on the adjoining property along the western boundary line of the
       development site.
       Plans, and supportive documents, detailing these proposed foundations shall be designed by a registered
       practicing Geotechnical Engineer and submitted with the application for a Development Permit for
       Operational Works.
Headworks Contributions




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