MCU14/0106 & OPW15/0001 Town Planning Report & Appendix A Code Compliance

                                                                                                                                                                                     Town Planning Report
                                                                                                      28 Eenie Creek Road, Noosaville and parts of the road reserves of Hofmann Drive and Walter Hay Drive



 Performance Outcomes                                      Acceptable Outcomes                                                            Response
                                                           certified by a structural RPEQ and designed to achieve a low maintenance
                                                           external finish.
                                                           AND
                                                           AO9.4 Retaining or reinforced soil structures adjacent to a state-controlled   R9.4 Not Applicable
                                                           road, and in excess of an overall height of two metres, incorporate design     The proposed development is not located within the vicinity a state
                                                           treatments (such as terracing or planting) to reduce the overall height        controlled road.
                                                           impact.
                                                           AND
                                                           AO9.5 Construction materials of all retaining or reinforced soil structures    R9.5 Not Applicable
                                                           have a design life exceeding 40 years, and comply with the specifications      The proposed development is not located within the vicinity a state
                                                           approved by a RPEQ.                                                            controlled road.
                                                           AND
                                                           AO9.6 Temporary structures and batters do not encroach into a railway.         R9.6 Not Applicable
                                                                                                                                          The proposed development is not located within the vicinity of a
                                                                                                                                          railway.
 PO10 Filling and excavation does not cause siltation      AO10.1 Compaction of fill is carried out in accordance with the                R10 Not Applicable
 and erosion run-off from the property, or wind blown      requirements of AS 1289.0 2000 – Methods of testing soils for engineering      The proposed development is not located within the vicinity a state
 dust nuisance onto a state-controlled road.               purposes.                                                                      controlled road.
                                                                                                                                          A Construction Environmental Management Plan and Erosion
                                                                                                                                          Sediment Control Plan have been prepared.
 PO11 Where the quantity of fill or excavated spoil        AO11.1 The impacts on the state-controlled road network are identified,        R11.1 Will Comply
 material being imported or exported for a development     and measures are implemented to avoid, reduce or compensate the
 exceeds 10 000 tonnes, and haulage will be on a           effects on the asset life of the state-controlled road.
 state-controlled road, any impact on the infrastructure   Editor’s note: It is recommended that a pavement impact assessment
 is identified and mitigation measures implemented.        report be prepared to address this acceptable outcome. Guidance for
                                                           preparing a pavement impact assessment is set out in Guidelines for
                                                           assessment of road impacts of development (GARID), Department of
                                                           Transport and Main Roads, 2006.
 PO12 Filling and excavation associated with providing     AO12.1 Filling and excavation associated with the design of driveway           R12 Not Applicable
 a driveway crossover to a state-controlled road does      crossovers complies with the relevant Institute of Public Works                The proposed development is not located within the vicinity a state
 not compromise the operation or capacity of existing      Engineering Australia Queensland (IPWEAQ) standards.                           controlled road.
 drainage infrastructure.                                  Editor’s note: The construction of any crossover requires the applicant to
                                                           obtain a permit to work in the state-controlled road corridor under section
                                                           33 of the Transport Infrastructure Act 1994 and a section 62 approval
                                                           under the Transport Infrastructure Act 1994 for the siting of the access and
                                                           associated works.
 PO13 Fill material does not cause contamination from      AO13.1 Fill material is free of contaminants including acid sulphate           R13.1 Complies
 the development site onto a state-controlled road.        content, and achieves compliance with AS 1289.0 – Methods of testing           A geotechnical report has been prepared indicating site excavated
                                                           soils for engineering purposes and AS 4133.0-2005 – Methods of testing         material to be used for filling purposes is free of contaminants.
                                                           rocks for engineering purposes.




December 2014                                                                                Cardno HRP                                                                                          A126