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Civil Engineering Report
Original PDF page 54, 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 Editor’s note: Environmental values of waters AO6.2 and water quality objectives are prescribed in All stormwater runoff is treated to achieve Schedule 1 of the Environmental Protection maximum removal of nutrients, gross pollutants (Water) Policy 2009 and are identified on the and suspended solids as determined by cost to State Planning Policy Interactive Mapping efficiency ratios. (e.g. bioretention basins must System. be sized to achieve at least 80% reduction in total suspended solids, 60% reduction in total phosphorous, 45% reduction in total nitrogen and 90% reduction in gross pollutants >5mm). OR AO6.3 Developments achieve a minimum 3 drop rating consistent with the Water by Design Living Waterways Scoring Guide (Healthy Land and Water). Editor’s note— PSP6 Engineering Design Standards - Roads, Drainage and Earthworks provides guidance on stormwater design and modelling requirements. 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 5
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