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Attachment 2 - Existing Approval
Stormwater Quality Management
43. A stormwater quality treatment system must be provided for the development. The works
must be undertaken in accordance with an Operational Works approval and the Bioretention
Technical Design Guidelines (Water by Design, 2014), and must include in particular:
(a) stormwater quality treatment devices of a size and location generally in
accordance with those shown in the approved plans listed in this Decision Notice
(b) bioretention devices which:
(i) are designed generally in accordance with IPWEAQ Standard Drawing
No.s DS-073, DS-075 and DS-076
(ii) are provided with a free-draining outlet from the sub-soil drainage system
44. The development shall be provided with approved permanent signage to educate the
residents on the function of the bioretention basin. The wording for the signage for each
bioretention basin is to include: “BIORETENTION BASIN - This bioretention basin reduces
the pollution of our waterways by reducing the amount of heavy metals, litter, suspended
solids, and nutrients discharged to the Noosa River”.
45. All stormwater quality treatment devices must be maintained in accordance with the Water
by Design (2009) Maintaining Vegetated Stormwater Assets (Version 1). The approved
Operational Works drawings for the stormwater quality treatment system and detailed life
cycle costing of the system must be attached as an addendum to this document. Records of
all maintenance activities undertaken must be kept and made available to Council upon
request.
Roofwater Capture and Reuse
46. In conjunction with the development application for Building Works, the hydraulic design of
the roofwater drainage system for buildings 5, 6 and 7 is to be piped to the roofwater storage
tanks nominated on drawing 33132-SW1.1 Rev E by SCG Consulting Engineers. The
roofwater system is to be designed to convey the 1%AEP event of critical duration, with a
20% increase in rainfall intensity to account for future climate change.
47. A total of 32kL of roofwater storage is to be provided for the development as shown on
drawing 33132-SW1.1 Rev E by SCG Consulting. The roofwater is to be plumbed for reuse
to the following non-potable fixtures, with the detail provided with the hydraulic design
submitted in conjunction with the development application for Building Works:
• Communal landscape irrigation
• Bin wash down
48. Certification must be submitted to Council from a qualified person which certifies that the
roofwater harvesting tanks and associated reticulation have been installed in accordance
with the requirements of this Decision Notice.
Services
49. Reticulated electricity and telecommunication services must be provided to each unit in
accordance with the standards and requirements of the relevant service provider.
50. Unless otherwise stipulated by telecommunications legislation at the time of construction, the
development must be provided with all necessary conduits, pits and pipes to accommodate
the future connection of optic fibre technology telecommunications.
51. Certification must be submitted to Council from all relevant service providers (Energex, NBN
and Unitywater) which certifies that the development has met the requirements of this
Decision Notice and all applicable legislation at the time of construction.
Page 9 of 31
Document Set ID: 23876458
Version: 4, Version Date: 09/07/2025
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