06/1168 - Change a Development Approval [As Published] · 132006.1168.02

~~ NOOSA COUNCIL IDAS Development Application Decision Notice 5 of 15

Carparking

Off Street

18.  Carparking shall be provided within the site as shown on drawing number 0513-05A dated 28 February
2006 by Callaghan & Toth, except as modified herein.

19. A minimum of 100 uncovered carpark spaces shall be provided on site, including 3 clearly defined
disabled carpark spaces.

20. The carparking area shall be designed to comply with the provisions of AS 2890.1-2004 for user class 2
with allowance for vehicles to enter and leave the site in a forward gear and with a minimum head
clearance (headroom) at any point of 2.2m.

21. The proposed set down area, bus stops and water truck refilling stop shall be line-marked with chevrons
and have appropriate words painted on the pavement. A sign shall also be provided to indicate that the
areas are for “Set Down Areas”, “Bus Stops” and Water Truck Stop" respectively, and that "No Parking is
Permitted”.

22. Ail carparking shall be kept, maintained and line-marked in a condition fit for use.

Frontage Works

23. Footpath improvements such as topsoiling, grassing, and tree planting are required to the Eenie Creek
Road frontage of the site in accordance with Planning Scheme Policy PSP1 Landscaping Guidelines.
Grass shall be couch, free of weeds.

24. Anew full width concrete or paved path shall be constructed along the Eenie Creek Road frontage of the

site in accordance with Council's design standards. Care shall be taken to protect any existing vegetation
and/or any underground services.

Stormwater Drainage

25.

26.

27.

28.

29.

Root runoff from the new building shall be directed to a rainwater storage system or tank (minimum
storage 12 litres/m? of roof area) that is installed to ensure water from the tank can be used for external
uses (such as watering gardens, irrigation, ornamental ponds, water features, 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 Building Works approval and any overflow shall be
directed to the proposed stormwater system.

As the site is proposed to be filled, appropriate stormwater drainage pipes shall be installed within the site
to collect and discharge stormwater runoff from all adjoining properties to prevent additional
ponding/flooding on these properties.

To ensure that polluted run-off does not enter Burgess Creek, stormwater shall be treated generally in
accordance with the Stormwater Quality Management and Assessment Report dated September 2006
and prepared by Callaghan & Toth. The system shall ensure that 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 prior to entering the proposed GPT's and bioretention zones, The proposed GPT's
may be designed with grease/oil arrestor capacity.

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 management plan shall be prepared for the proposed stormwater treatment
system, which shall be submitted to the Council for approval prior to obtaining a Development Permit for
Operational Works.

A Development Permit for Building Works shall not be granted unti! a Development Permit for Operational
Works has been issued in regard to the drainage scheme.

All site stormwater drainage shall be by means of a gravity system.

All stormwater drainage lines including inter-allotment drainage shall be inspected by closed circuit
television (CCTV) prior to commencement of the approved Use.

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