2016-03-01 Planning & Organisation Committee Agenda

PLANNING & ORGANISATION COMMITTEE MEETING AGENDA                                   1 MARCH 2016


31.   Unless legal access has been provided through the adjacent Precinct E2, a turnaround
      area as shown on Tate Professional Engineers Drawing C1732/05/F/SK142-2 Revision C
      dated 17/06/07 shall be constructed within the development (Precinct F) to Council’s
      standards. This may be removed once alternative access through Precinct E2 has been
      made available to an appropriate standard.
33.   Carparking shall be provided within the site generally as shown on Alan Starkey &
      Associates Drawings Numbered 433-GF 11, 12 and 13 dated June 2007the approved
      plans. Carparking shall include a minimum of 307324 carpark spaces with 155 274 of
      these to be covered carpark spaces shall be provided on site, and including include 7 10
      clearly defined disabled carpark spaces and 7 m. Motorcycle/scooter parking spaces may
      be incorporated at a rate of 4 spaces equivalent to 1 car space.


Condition 46 – Stormwater Tanks
46.   Roof water runoff from any new building should be directed to a rainwater storage systems
      or tanks that provide minimum storage of 400,000 litres. Storages and/or tanks shall be
      installed to ensure water from the tanks/storages is used for external uses (such as
      watering gardens, irrigation, ornamental ponds, water features, topping-up swimming
      pools, outdoor cleaning, etc) and for use in flushing of toilets internal to the building. All
      rainwater tanks are to be designed and installed in accordance with the Queensland
      Development Code (QDC), Part 25 – Rainwater Tanks, and shall be part of the plumbing
      application in conjunction with the building approval. The location and capacity of the tanks
      shall be clearly shown on the plans submitted for Operational Works approval and any
      overflow shall be directed to the road frontage/the stormwater drainage system/etc located
      on Leslie Drive.
Assessment
The condition should be amended to remove reference to discontinued QDC provisions and
replace with current provisions. The sizing of tanks to the new development will depend on
calculations required with a new Stormwater Management & Re-use Plan required at Operational
Works stage. It is recommended the condition read:
46.   Roof water runoff from any new building should be directed to a rainwater storage systems
      or tanks that provide minimum storage of 400,000 litres. Storages and/or tanks shall be
      installed to ensure water from the tanks/storages is used for external uses (such as
      watering gardens, irrigation, ornamental ponds, water features, topping-up swimming
      pools, outdoor cleaning, etc) in accordance with the Water Sensitive Design Code of the
      Noosa Plan. and for use in flushing of toilets internal to the building. All rainwater tanks
      are to be designed and installed in accordance with the Queensland Development Code
      (QDC), Part 25 – Rainwater Tanks, and shall be part of the plumbing application in
      conjunction with the building approval. The location and capacity of the tanks shall be
      clearly shown on the plans submitted for Operational Works approval and any overflow
      shall be directed to the road frontage/the stormwater drainage system/etc located on Leslie
      Drive.


Condition 47 – Stormwater Drainage
47.   All stormwater drainage (including roof water overflow from the rainwater storage system)
      shall be collected and discharged so there is no net increase in stormwater runoff from the
      site. Stormwater drainage permitted to drain from the site shall be discharged generally in
      accordance with Tate Professional Engineers Drawing Number C1732/05/F/P04 revision H
      dated 07/06/07.




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