2019-03-18 General Committee Agenda

GENERAL COMMITTEE MEETING AGENDA                                                    18 MARCH 2019


REPORTS DIRECT TO GENERAL COMMITTEE

7    FURTHER REPORT – MCU18/0102 REQUEST FOR NEGOTIATED DECISION NOTICE
     FOR VISITOR ACCOMMODATION TYPE 4 CONVENTIONAL (122 BEDS) AT 14-16
     MARY ST NOOSAVILLE

Author             Manager Development Assessment, Kerri Coyle
                   Environment & Sustainable Development

Index              ECM/ Application/ MCU18/0102

Attachments        Nil



EXECUTIVE SUMMARY
Not Applicable

RECOMMENDATION
That Council note the report to the Planning and Environment Committee dated 12 March 2019
and the further report to the General Committee Meeting dated 18 March 2019 by the Manager
Development Assessment regarding a request for a Negotiated Decision Notice for Application No.
MCU18/0102 for a development approval for Visitor Accommodation - Type 4 Conventional
situated at 14-16 Mary Street, Noosaville and:
A.   Refuse to change conditions 3d and 36 for the following reasons:
     1.      Conditions 3d and 36 are required and warranted due to the site’s proximity to
             residential properties.
     2.      Conditions 3d and 36 are required to mitigate noise for nearby residents and
             complement and support other conditioned noise management strategies for the
             backpackers.
     3.      Condition 36 still permits entertainers and/or speakers to be located internal to the
             building.
B.   Agree to change to condition 52 as follows:
     52.     The site must be provided with a stormwater drainage system connecting to a lawful
             point of discharge. The works must be undertaken in accordance with an Operational
             Works approval and must include in particular:
             a.    the works shown on drawing number 17699-SK101 Revision A prepared by TOD
                   Engineers and Project Managers dated 17 August 2018, with the inclusion of the
                   following:
                   i.    The storage tank must have sufficient capacity to cater for the runoff from
                         the driveway in a 5 minute 1%AEP rain event as a minimum.
                   ii.   The basement structures (walls, floors and surfacing) must be constructed
                         of materials suitable for the potential inundation and all service connections
                         must be located a minimum of 300mm above the potential inundation level.
C.       Note the report is provided in accordance with Section 63(5) of the Planning Act 2016.




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