Decision Notice - Minor Change - 132001 210011 4 - [As Published] · 132001.210011.4

               24.    To ensure that polluted run-off does not enter Council’s stormwater drainage system,
                      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 a grease/oil arrestor provided on site prior
                      to being permitted to discharge into Council’s drainage system.
                      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.
                      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.
               25.    All site stormwater drainage shall be by means of a gravity systems.
               26.    A contribution of $9,700.70 shall be paid to Council towards the cost of the Noosaville Master
                      Drainage Plan prior to obtaining a Development Permit for Operational Works. The amount
                      of the contribution shall be adjusted in line with changes to the Consumer Price Index, All
                      Groups Brisbane from March 2001 until the date of payment.
                      Sewer Mains
               27.    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.
               28.    The proposed swimming pool as shown on drawing number 0089-SK02-P2 dated DEC 2000
                      by Greg Gibbs Architects, shall be reduced in size to comply with Council’s minimum setback
                      distance from sewer mains.
               29.    The outermost projection of any part of proposed Block ‘A’, as shown on drawing number
                      0089-SK02-P2 dated DEC 2000 by Greg Gibbs Architects, shall be at least 3.0 metres from
                      the sewer main and no encroachments into the zone of influence shall be permitted other
                      than that which is shown on “Plan A” dated 8/5/01 (copy attached).
                      In this regard, Council’s Water and Sewerage Capital Works Manager - Mr Michael Froude,
                      can be contacted on 5449 5288 for consultation if required.
                      Town Water Supply
               30.    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.
               31.    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.
                      Easements
               32.    An easement in favour of Lot 24 on RP 839111 (the adjoining unit development to the east,
                      known as Miriwinni Mews) shall be created over the ultimate stormwater drainage system
                      that collects stormwater from Lot 24 on RP 839111 through the proposed development site
                      into drainage in Gympie Terrace.
                      However, as the ultimate stormwater drainage system is currently proposed through the
                      walkway of Block ‘A’ (which will have two levels of residential units above it), a volumetric
                      easement will be necessary.
                      The width of the easement shall be sufficient to provide a minimum of 1.5 metres either side
                      of the designed drainage structure and shall have a minimum width of 4.0 metres.
               33.    A registered easement shall be created over the existing sewer main that crosses the
                      southern portion of the site. The easement shall be provided 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 and be no less than 3.0 metres wide.




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Document Set ID: 22457179
Version: 4, Version Date: 13/06/2023