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Civil Engineering Report
Original PDF page 53, section 1. The text section number identifies this passage in the reader.
WATER QUALITY & DRAINAGE CODE Performance Criteria and Acceptable Solution 23 Bottlebrush Avenue, Noosa Head 22 May 2025 PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES RESPONSE PO5 AO5.1 Site stormwater drainage will connect into the Stormwater drainage infrastructure avoids existing system for the proposed residential Stormwater drainage infrastructure is aligned to crossing waterways, wetlands drainage lines development. avoid crossing waterways, wetlands, drainage and ecologically important areas or follows the lines and ecological important areas, or where it No waterway or wetland crossings required. edge of existing disturbed areas. is demonstrated this is unavoidable, disturbed areas are reinstated and revegetated upon AO5.2 Refer Stormwater Management Plan. completion of works. Stormwater drainage infrastructure is co- located with other infrastructure within a combined utility corridor where appropriate. AO5.3 Temporary vehicular crossings of waterways must be designed and constructed to be consistent with the current International Erosion Control Association Best Practice Book Series. Stormwater quality and protection of receiving waters PO6 AO6.1 Not Comply - in accordance with the State Development is located, designed, constructed Stormwater runoff discharging into High Planning Policy and Noosa Council requirements. and operated to protect and enhance Ecological Value waters as a result of Refer Stormwater Management Plan for further environmental values and water quality of development causes no increase in gross information. waterways, wetlands, lakes, ground waters and pollutants, total suspended solids, total drainage systems. phosphorous or total nitrogen compared to a pre-development scenario. 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 4
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