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Approved Plans - MCU18-0097 · MCU18/0097
Plans and drawings: the text below has words only, no drawings.
GOOD SHEPHERD LUTHERAN COLLEGE ODYSSEY CONSULTING GROUP
Lot 30 on SP170751 Conceptual Stormwater Management Plan
115 Eumundi Noosa Road, Noosaville Project No: K4277
80% reduction in Total Suspended Sediment (TSS);
45% reduction in Total Nitrogen (TN);
60% reduction in Total Phosphorus (TP); and
90% reduction in Gross Pollutants (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.
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 16: 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
Performance Criteria
The following site discharge pollutant criteria have been adopted for water quality monitoring during
the construction phase of the development.
Table 17: 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).
Sediment and Erosion Controls
Sediment and erosion control devices (S&EC) employed on the site shall be designed and constructed
in accordance with the IECA, Best Practice Erosion and Sediment Control Guidelines (2008) as shown
on Odyssey Consulting Group, Sediment and Erosion Control Plan and Details (Ref: K4277/P008/D &
Ref: K4277/P009/B) included as Appendix G.
Pre-Construction:
Stabilised access/exit to the works area;
Sediment fences to be located along the contour lines downstream of disturbed areas;
Dust fencing to be installed as required; and
Educate site personnel to the requirements of Erosion and Sediment Control Plan.
K4277-0002-E 18 June 2019 Page 10 of 14
Document Set ID: 20894174
Version: 1, Version Date: 03/07/2019
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