Application Report

RECONFIGURATION OF A LOT (1 INTO 5 LOTS)
83 BUTLER STREET, TEWANTIN



 PERFORMANCE OUTCOMES                      ACCEPTABLE OUTCOMES                                PROPOSAL                                       COMPLIANCE
                                           AO5.3                                              AO5.3                                          ☐Compliant
                                           Temporary vehicular crossings of waterways         The proposal does not provide temporary        ☒N/A
                                           must be designed and constructed to be             vehicular crossings of waterways.
                                                                                                                                             ☐Performance Solution
                                           consistent with the current International
                                           Erosion Control Association Best Practice
                                           Book Series.
 Stormwater quality and protection of      AO6.1                                              AO6.1
 receiving waters                          Stormwater runoff discharging into High            The proposal provides a suitable stormwater    ☒Compliant
 PO6                                       Ecological Value waters as a result of             management system as identified in the         ☐N/A
 Development is located, designed,         development causes no increase in gross            attached Civil Engineering Report. The
                                           pollutants, total suspended solids, total          development does not result in stormwater      ☐Performance Solution
 constructed and operated to protect
 and enhance environmental values and      phosphorous or total nitrogen compared to          discharge into high ecological value waters.
 water quality of waterways, wetlands,     a pre-development scenario.
 lakes, ground waters and drainage
 systems.                                  AND
                                           AO6.2                                              AO6.2                                          ☒Compliant
                                           All stormwater runoff is treated to achieve        The proposal provides a suitable stormwater    ☐N/A
                                           maximum removal of nutrients, gross                management system as identified in the
                                                                                                                                             ☐Performance Solution
                                           pollutants and suspended solids as                 attached Civil Engineering Report.
                                           determined by cost to efficiency ratios. (e.g.
                                           bioretention basins must 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




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