Original source · versioned page text
Stormwater Management Plan
Attached to the e-mail Response to Info Request (Stormwater Managerment plan) - MCU18/0097.
Plans and drawings: the text below has words only, no drawings.
Very large file (13.4 MB): may take a few minutes to open.
Original PDF page 14, section 1. The text section number identifies this passage in the reader.
GOOD SHEPHERD LUTHERAN COLLEGE Odyssey Consulting Group Lot 30 on SP170751 Conceptual Stormwater Management Plan 115 Eumundi Noosa Road, Noosaville Project No: K4277 5.2 Water Quality Objectives To protect the water quality of the downstream watercourses the following water quality objective has been applied to stormwater runoff from the site in accordance with State Planning Policy. The following load reduction targets must be achieved when assessing the post-developed sites treatment train (comparison of unmitigated developed case versus developed mitigated case): 80% reduction in Total Suspended Sediment (TSS); 45% reduction in Total Nitrogen (TN); 60% reduction in Total Phosphorus (TP); and 90% reduction in litter (sized 5 mm or greater) 5.3 Construction Phase A high risk of stormwater pollution will occur from the site during the construction phase due to erosion and sediment transportation off site to the receiving environment. The majority of this risk results from construction activities disturbing the site and exposing areas of soil to the direct erosive influence of the environment. The following section outlines the procedures necessary to minimise erosion and control sediment during construction in accordance with Department of Environment and Resource Management’s, Urban Stormwater Quality Planning Guidelines, 2010, (DERM USQG). and the Institution of Engineers Australia (QLD) Erosion and Sediment Control Guidelines. 5.3.1 Common Pollutants In accordance with Table 1.1 (DERM USQG, 2010) the following common pollutants have been identified for the Construction Phase of this development. Table 13: Construction Phase Key Pollutants Pollutant Sources Litter Paper, construction packaging, food packaging, cement bags, material off cuts. Sediment Exposed soils and stockpiles during earthworks and building works. Fuel and oil spills, leaks from construction equipment and temporary car park Hydrocarbons areas. Cement slurry, asphalt primer, solvents, cleaning agents, and wash waters (e.g., Toxic Materials from tile works). Acids of Alkaline Acid sulphate soil, cement slurry and wash waters. Substances 5.3.2 Performance Criteria The following site discharge pollutant criteria have been adopted for water quality monitoring during the construction phase of the development. Table 14: Construction Phase Water Quality Performance Criteria Pollutant Criteria Total Suspended Solids 90th percentile <50mg/L pH 6.5 – 8.5 Dissolved Oxygen 90th percentile >80% saturation or 6mg/L Hydrocarbons No visible sheen on receiving waters Litter No visible litter washed from site. As recommended by Acid Sulphate Soil Management Plan (If Cations and Anions Applicable to Development). K4277-0002-C 05 November 2018 Page 10 of 16
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.