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P0198-25-001_12_Gympie_Street_Tewantin_SWMP
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• Site Drainage and Conveyance: Development of a preliminary site drainage layout that ensures safe
conveyance of stormwater through the site without adverse impacts on adjacent areas.
• Stormwater Quality Management: Implementation of a bio-retention system to meet or exceed the
pollutant reduction targets outlined in the Urban Stormwater Quality Planning Guidelines (2010).
• Erosion and Sediment Control: Adoption of construction-phase measures consistent with the
International Erosion Control Association (ICEA) – Best Practice Erosion and Sediment Control (2008)
guidelines.
• Sustainable Design: Incorporation of water-sensitive urban design (WSUD) principles to support long-
term sustainability and improved water quality outcomes.
Stormwater management for the proposed development has been designed in accordance with the following
documents:
• Noosa Shire Council Planning Scheme Policy – Stormwater Management
• State Planning Policy (SPP), 2017
• Environmental Protection (Water) Policy, 2009
• Environmental Protection Act 1994
• Queensland Urban Drainage Manual (QUDM) Fourth Edition, 2016
• Water By Design MUSIC Modelling Guidelines, Version 3.0, 2018
• Water by Design – Construction and Establishment Guidelines: Swales, Bioretention Systems and
Wetlands V1.1, 2010
• Australian Rainfall and Runoff Guideline (ARR)
1.3 Supporting Documentation and Reports
The SWMP is supported by technical documentation and reports which provide the basis for the engineering
recommendations and support the DA application, including:
• Civil Design Drawings prepared by RECOR, File No: P0198-25-01_TEWANTIN_OPW_REVA
12 GYMPIE STREET, TEWANTIN
Stormwater Management Plan 5
Client Reference: P0198-25-001 4 November 2025
Prepared for Novato Group
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