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Civil Engineering Report
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WATER QUALITY & DRAINAGE CODE Performance Criteria and Acceptable Solution 23 Bottlebrush Avenue, Noosa Head 22 May 2025 PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES RESPONSE Stormwater drainage design PO1 AO1 RO1 The development and its stormwater A stormwater management plan is prepared consistent with PSP6 Engineering Design A stormwater management plan has been management system is planned and designed Standards - Roads, drainage and earthworks prepared for the proposed development to having regard to: ensure compliance with the requirements of the a) the natural features of the site; Noosa Plan. b) the need to avoid impacts and potential risks to ecologically important areas; c) the likely effectiveness of erosion and sediment control and stormwater drainage measures during rainfall events during and post construction; and d) the need to protect environmental values and water quality of receiving waters both during and post construction. PO2 AO2.1 RO2 Stormwater drainage infrastructure is planned, Stormwater drainage planning, design and A stormwater management plan has been designed and constructed to: construction is in accordance with PSP6 prepared for the proposed development to a) incorporate allowance for increased flood Engineering Design Standards - Roads, drainage ensure compliance with the requirements of the risk and tidal inundation through pipework and earthworks and the latest version of the Noosa Plan. as a result of cilmate change and sea level Queensland Urban Drainage Design Manual. rise; b) ensure the development is adequately drained; and https://mpncnetau.sharepoint.com/sites/administration/shared documents/10000-10999/10200-10299/10256/codes/22-05-25 water quality & drainage code_issue a.docx Page 1
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