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STP22-0347 DA Engineering Report RFI Response Rev C
STP CONSULTANTS
9.1 POLLUTANTS OF CONCERN
The South-East Queensland Stormwater Quality Guidelines provide guidance on the types of pollutants likely to be
generated from different developments. The Water Quality Objectives for Noosa are listed in Table 9.2. The
pollutants most likely to be of concern for Residential and Commercial developments are identified in Table 9.1
below.
Development Phase
Pollutant
Construction Operation
Litter
Sediment unlikely
Hydrocarbons (including oil and grease)
Toxic materials (e.g. cement slurry, asphalt primer, solvents) unlikely
pH altering substances (e.g. cement slurry and wash waters) unlikely
Oxygen demanding substances (organic and chemical matter) possibly unlikely
Nutrients (nitrogen and phosphorus)
Pathogens / Faecal coliforms (bacteria and viruses) possibly unlikely
Heavy metals (often associated with fine sediment unlikely unlikely
Surfactants (e.g. detergents from car washing) unlikely possibly
Thermal pollution (heat) unlikely unlikely
Table 9.1 – Pollutants Likely to be of Most Concern
9.2 DESIGN OBJECTIVES FOR WATER MANAGEMENT
The Environmental Protection (Water) Policy 1997 provides a framework for identifying environmental values and
associated water quality objectives; this framework is consistent with the efficient use of resources and best
practice environmental management and involves the community through consultation and consideration of
economic and social impact assessment. Environmental Values (EV) are a reflection of the qualities of a
catchment that the community believes to be important. As such, environmental values are established through
community consultation rather than through a scientific process. Once EV are established for a catchment, Water
Quality Objectives (WQO) can be defined, which are meant to protect these values.
While load based reduction targets focus on performance of a stormwater quality management system within the
urban footprint, concentration based WQO’s are concerned with median flow concentrations as they enter
downstream receiving water.
Civil Engineering Report & Site Based Stormwater Management Plan | STP22-0347 21
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