Stormwater Management Plan - Rev 1

                                                                                         20169 - SBSMP/1
                                                                                                        Page 14




6.3 Operational Phase
The proposed development has been assessed against the latest State Planning Policy 2017 (SPP
2017). The proposed development will entail the material change of use for urban purposes, which
will involve a land area greater than 2,500m2. Consequently, State Planning Policy 2017 (SPP 2017)
is triggered and stormwater quality treatment is will be required for this development.

Water quality objectives (WQO’s) for South East Queensland as set out in State Planning Policy 2017
(SPP 2017) should be achieved by identifying and adopting best practise techniques in accordance
with the abovementioned guidelines. Refer to Table 6.3 for the target WQO’s.

                          Table 6.3 – Minimum Mean Annual Load Reductions

                                                            Minimum Mean Annual
                                    Contaminant
                                                               Load Reductions

                            Total Suspended Solids (TSS)            ≥ 80%
                               Total Phosphorus (TP)                ≥ 60%
                                Total Nitrogen (TN)                 ≥ 45%
                               Gross Pollutants (GP)                ≥ 90%

6.3.1 Sources of Contaminants
Potential sources of contaminants and stormwater quality improvement devices identified for the
operational phase of the development are outlined in Table 6.4

                                   Table 6.4- Sources of Contaminants

                                                Pollutant
               Target Pollutant Type                             Acceptable Treatment Examples
                                                  Size

         Primary        Screening of gross                     Litter baskets, swales, buffer strips,
                                                >5000um
        Pollutants          pollutants                              GPT’s, Bio-retention basins
                        Sedimentation of
        Secondary                               125um -
                        coarse to medium                       Swales, sedimentation basins, ponds
        Pollutants                              5000um
                            sediment
                                                                Bio-retention basins, constructed
                           Enhanced
                                                  10um –      wetland macrophyte zones, other bio
                      sedimentation of fine
                                                  125um         technologies, proprietary tertiary
                          particulates
                                                                   stormwater treatment dvices
         Tertiary    Adhesion and filtration                 Constructed wetland macrophyte zones,
                                                0.45um –
        Pollutants   of very fine / colloidal                  other bio technologies, proprietary
                                                  10um
                            sediment                          tertiary stormwater treatment dvices

                       Biological uptake of                  Constructed wetland macrophyte zones,
                                                <0.45um
                        dissolved particles                          other bio technologies




Site Based Stormwater Management Plan
Proposed Townhouse Development at 101-105 Eumundi Noosa Road, Noosaville