132005.1133.2 Extension to relevant period - Noosa Springs Precinct F

NOOSA COUNCIL IDAS Development Application Decision Notice                                                  7 of 15


48.    All stormwater drainage shall be collected on site and discharged to the internal lakes (within the Noosa
       Springs development) In accordance with previous approvals.

49.    Stormwater run-off from the carparking areas and the driveways shall have the first flush (the first 12 mm
       of rainfall or hose-down) collected in grease/oil arrestors (or similar devices) provided on site to ensure
       that polluted run-off such as oil and grease are separated from the main body of stormwater and do not
       enter the internal lakes of the Noosa springs Golf Course.
       All other clean stormwater, such as roof water, can be collected on site and discharged through a single
       underground drain line directly into the existing drainage system, bypassing the grease/oil arrestor.
       To this end, a detailed maintenance plan shall be prepared for the proposed grease/oil arrestors, which
       shall be submitted to the Council for approval prior to obtaining a Development Permit for Operational
       Works.
       The approved maintenance plan shall be continued to be complied with for the duration of the approved
       Use.
50.    All site stormwater drainage shall be by means of a gravity system.
Sewer Mains

51.    The site shall be connected to Council's existing sewerage reticulation systems and be constructed in
       accordance with Council's standards and requirements at no cost to Council.

52.    All internal reticulation sewers as indicated on Tate Professional Engineers Dwg C1732/05/F-PO5
       Revision G dated 07/06/07 are to be designed and constructed in accordance with Planning Scheme
       Policy 6, Engineering Design Standards - Water & Sewerage.

53.    Internal Reticulation Sewers are to discharge to existing manholes NH17/41/05 and NH17/11/19. Where
       a sewer outlet traverses a separately titled Precinct E2, it shall be designed as a Council-owned sewer
       and be constructed in accordance with NSC requirements and contained in a registered easement in
       favour of Noosa Shire Council.
Town Water Supply

54.    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.

55.    All internal private water reticulation mains as indicated on Tate Professional Engineers Drawing
       C1732/05/F-PO5 Revision G dated 07/06/07 are to be designed and constructed in accordance with
       Planning Scheme Policy 6, Engineering Design Standards - Water & Sewerage.

56.    A single water metered connection must be located outside the property boundary and in an easily
       assessable location to facilitate unhindered reading by Council and/or Council's contracted water meter
       readers, and not behind fences or locked gates. In this regard approval of the water meter configuration
       and location must be obtained from Council's Water & Sewerage Capital Works Manager prior to
       lodgement and approval of hydraulic drawings.

57.    The applicant is advised that this development may require the provision of fire hydrants and a booster
       pump in accordance with the Building Code of Australia, and consultation may also be needed with
       Queensland Fire Services to ensure suitable fire fighting infrastructure is provided. To this end any
       necessary fire hydrants shall be clearly shown on the plans submitted for any Operational Works approval
       and if a booster pump is deemed necessary, the plans shall indicate where the fire truck is to be
       accommodated in order to provide boosting to the water supply.

 Service Easements (Sewer / Stormwater)
 58.   A registered easement shall be created over the zone of influence of any sewer that traverses another
       parcel. The easement 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 3.0m wide overall. 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.




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