Council archive · source document
Delegated Report - Code - Planning MCU23 0094, OPW23 0113 & RAL23 0014 [As Published] · MCU23/0094
impacted by the development of the site. It is however inevitable that surface flows will enter
the downslope properties (as currently occurs) during above-design storm events and there
may be a perception form the land owners that this is a worsening due to the development,
regardless of the actual performance of the developments drainage design.
The applicant has sought to mitigate the impacts on drainage from the development by
providing an 2 underground detention tanks (taking roofwater only) discharging to the south-
east and an above-ground bioretention/detention basin located at the north-east discharge
point from the site.
The site drainage systems connect to the existing piped stormwater network. Not all flows
from the site will be able to be conveyed in the existing external drainage network, as is
currently the case.
The applicant has provided a SWMP which assesses the impacts of the site at each of the
proposed discharge locations and concludes that there will be no worsening of peak
stormwater discharges at either location, due to the mitigation effect of the proposed
detention devices.
Stormwater Quality - The development includes roofwater harvesting and reuse and
bioretention basins (x2) as the means of achieving the required pollutant load reduction
targets for the site. The total bioretention areas are 80m2 which represents 1.3% of the
development site area which is in line with expectations.
Sustainable Building Design - As mentioned above, 3 underground tanks are proposed to
capture roofwater for reuse on the site. The Sustainable Building Design Code AO2.1
requires 3kL of storage per dwelling which would equate to 114kL. A total of 39kL is
proposed. Negotiations have occurred with Council which have resulted in an agreement that
the captured roofwater would service all communal non-potable fixtures but not internal
dwelling demand. The proposed tank size is more than sufficient to supply this communal
demand.
5. CONCLUSION & REASONS FOR DECISION
The proposed development generally complies with the requirements of the planning scheme and
does not raise any significant issues that cannot be addressed by reasonable and relevant
conditions. The application is therefore recommended for approval.
The report is provided in accordance with Section 63(5) of the Planning Act 2016.
RECOMMENDATION
With regard to Application No. MCU23/0094, OPW23/0113, RAL23/0014 for a Material Change of
Use - Multiple dwelling (38 units – 36 small dwellings, 2 dwellings greater than 100m2), Operational
Works (Roadwork, Drainage Work, Landscaping, Stormwater, Earthworks & Vegetation Clearing),
and Reconfiguring a Lot – Subdivision by Community Title Scheme (4 lots into 38 lots) situated at
79 – 83 Eumundi Noosa Road & 26 Headland Drive Noosaville and described as Lots 75-77 RP
71151 & Lot 3 SP 208257, it is recommended the application be approved in part and a preliminary
approval granted in accordance with the following details for the Decision Notice:
1. APPLICATION DETAILS
Application No: MCU23/0094, OPW23/0113, RAL23/0014
Street address: 79 – 83 Eumundi Noosa Road & 26 Headland Drive Noosaville
Real property description: Lots 75-77 RP 71151 & Lot 3 SP 208257
Planning Scheme: Noosa Plan 2020 (25 September 2020)
Page 11 of 36
Document Set ID: 22528171
Version: 11, Version Date: 11/01/2024
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
Delegated Report - Code - Planning MCU23 0094, OPW23 0113 & RAL23 0014 [As Published].pdfRelated documentApplication case desk ↗
About this file
- File size
- 3.6 MB (large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take up to a minute.