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2016-03-01 Planning & Organisation Committee Agenda
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PLANNING & ORGANISATION COMMITTEE MEETING AGENDA 1 MARCH 2016
31. Unless legal access has been provided through the adjacent Precinct E2, a
turnaround area 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 the approved
plans. Carparking shall include 324 carpark spaces with 274 of these to be covered
carpark spaces, and include 10 clearly defined disabled carpark spaces.
Motorcycle/scooter parking spaces may be incorporated at a rate of 4 spaces
equivalent to 1 car space.
46. Roof water runoff from any new building should be directed to a rainwater storage
systems or tanks. 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. 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.
47. All stormwater drainage shall be managed so that:
a) there is no net increase in 1 year ARI peak stormwater flows from the site; and
b) the discharge of stormwater from the site does not affect the approved design
residence time of the Noosa Springs Golf Course lake system.
48. All stormwater drainage shall be collected and discharged in a manner to ensure no
harm to the receiving natural and built environments.
49. Stormwater run-off must be treated to prevent prescribed water contaminants and
nutrients discharging from any part of the site at concentrations that are likely to
cause cyanobacteria, algal outbreak or other adverse reaction within the Noosa
Springs Golf Course lake system or other receiving waters.
The application for Operational Works must include a Water Quality Management
Plan submitted to the Council for approval prior to obtaining a Development Permit
for Operational Works.
Where stormwater runoff from the site will enter the Noosa Springs Lake System, the
Water Quality Management Plan must be endorsed by an aquatic scientist or
equivalent expert in the field of water quality management, and include the following
information:
MUSIC Modelling and calculations to demonstrate that concentrations of Total
Nitrogen, Total Phosphorous and prescribed water contaminants at risk of occurring
in runoff from the developed site will be no more than pre-development concentration,
or be of a concentration that is compatible to the water quality needs of the lake
system.
Monitoring protocol to confirm that any nutrients or prescribed water contaminants at
risk of runoff from the development site is not responsible for adverse water quality
matters within the Noosa Springs Lake System.
Where waters will bypass the Noosa Springs Lake System, the Water Quality
Management Plan must include calculations certified by an RPEQ to demonstrate the
following will be achieved:
the design residence times of the Noosa Springs Golf Course lake system are
maintained;
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