Council archive · source document
17 Bottlebrush Avenue, · MCU26/0001
Very large file (15.7 MB): the original may take a few minutes to open or download. The page text below is quick to read.
Executive Summary RECOR Consulting Engineers have been engaged by Made Capital to prepare a Stormwater Management Plan (SWMP) to support a Development Approval Application for a proposed Material Change of Use (MCU), from a single dwelling into a multiple dwelling residence at 17 Bottlebrush Avenue, Noosa Heads. This SWMP outlines the stormwater management strategy for the proposed development and demonstrates compliance with the Noosa Shire Council (NSC) Planning Scheme Policies, the Queensland Urban Drainage Manual (QUDM), and Water by Design guidance material. The report establishes that the development can be constructed and operated in accordance with acceptable stormwater quantity and quality performance objectives. Lawful Point of Discharge All stormwater runoff from the development will be directed to a single lawful point of discharge into Council’s existing stormwater system in Bottlebrush Avenue. The onsite drainage system consolidates flows and integrates with downstream infrastructure. The discharge arrangement has been verified through hydraulic modelling and is consistent with Council’s lawful discharge requirements. Stormwater Quantity The hydrological assessment was undertaken using both the Rational Method and DRAINS modelling to establish pre-development baseline conditions and to assess post-development impacts. Results confirmed an increase in peak flow rates from underdeveloped conditions due to added impervious surfaces. To mitigate these effects, the use of a detention tank is proposed within the southwestern portion of the site. Hydrological modelling confirms that post-development discharges remain equal to or below pre-development flows across all assessed Annual Exceedance Probability (AEP) storm events, refer to section 3.3. Stormwater Quality The site does not exceed the thresholds of the SPP Part E – Water Quality and therefore does not require MUSIC modelling or formal stormwater quality treatment. The proposed works are less than 2,500 m² and involves fewer than six lots. The proposed management approach aligns with the Urban Stormwater Quality Planning Guidelines (2010) and ensures that stormwater discharges do not adversely impact downstream waterways. Erosion and Sediment Control During the construction phase, ESC measures must be implemented in accordance with the applicable requirements. 17 BOTTLEBRUSH AVENUE, NOOSA HEADS 7 January 2026 P a g e |3 Stormwater Management Plan Client Reference: P0433-25-001 Prepared for Made Capital PTY LTD
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
P0433-25-001_17_Bottlebrush_Avenue_SWMP.pdfRelated documentApplication case desk ↗
About this file
- File size
- 15.7 MB (very large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.