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Civil Engineering Report
Original PDF page 56, 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 AO8.3 Vegetated stormwater management systems to be dedicated as public assets are established and maintained during the maintenance period to ensure optimal vegetated growth and that the functional elements of the system achieve the design function at the end of the maintenance period. PO9 AO9.1 Not Comply - in accordance with the State Free draining inlets and outlets are provided to Planning Policy and Noosa Council Treatment systems are designed to eliminate or minimise health, safety and aesthetic hazards, ensure that waters do not pond for more than requirements. Refer stormwater management including risks associated with insect breeding, 24 hours. plan for further details. odour and public safety. AO9.2 Developments are designed to eliminate retaining walls in excess of 0.8m for any water quality treatment device. Hydrology and waterway stability PO10 AO10 No increase in peak runoff from site will occur The development is designed to: as part of the proposed development. Refer Development prevents increased bed and bank erosion and sedimentation in receiving a) limit the peak 1 year ARI event discharge Stormwater Management Plan for further waterways by avoiding changes in low rate, within the receiving waterway to the pre- information. peak flow run-off and flow duration. development peak 1 year discharge; 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 7
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