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



 Specific Outcome                                         Probable Solution                                                        Response
                                                         S5.3     The width of the easement is the greater of 3m or the width of
                                                                  the zone of influence;
                                                                  AND
                                                         S5.4     The easement is centred over the centreline of the
                                                                  infrastructure.
 O6      Alignment of water supply infrastructure        S6.1     Infrastructure is designed and constructed on the preferred      R6 Alternative Solution
         allows for easy access for the ongoing                   alignments in accordance with PSP6 Engineering Design            Detailed design to be undertaken to ensure the requirements of O6
         maintenance by Council.                                  Standards – Water and Sewerage.                                  are met.
                                                                                                                                   Refer to Appendix E – Engineering Report.
 O7      Any alterations or repairs to infrastructure    S7.1     Any alterations or repair to infrastructure as a result of the   R7.1 Can Comply
         as a result of the development are made at               development are completed at the developer’s expense.            This matter can be conditioned if required.
         no cost to Council.


Table 14-63 Sewerage Reticulation
 Specific Outcome                                         Probable Solution                                                        Response
 14.165 Design and construction (sewer)
 O8      Sewerage reticulation infrastructure—           S8.1     Sewerage reticulation infrastructure is designed in              R8.1 Will Comply
         a) meets the needs of the users;                         accordance with PSP6 Engineering Design Standards –              Detailed design of sewerage reticulation infrastructure will be
                                                                  Water and Sewerage.                                              undertaken in accordance with the relevant Design Standards.
         b) is designed to be compatible with existing
         infrastructure; and                                                                                                       Refer to Appendix E – Engineering Report.
         c) is designed using materials that are
         suitable of the use, durable, easy to
         maintain and cost effective, taking into
         account the whole of life cycle cost and
         Council’s maintenance inventory.
 O9      Sewerage reticulation infrastructure is         S9.1     Sewerage reticulation infrastructure is constructed in           R9.1 Will Comply
         constructed—                                             accordance with PSP6 –Engineering Design Standards —             Construction of sewerage reticulation infrastructure will be
         a) in accordance with appropriate                        Water and Sewerage and As Constructed data submitted in          undertaken in accordance with the relevant Design Standards.
         engineering standards; and                               accordance with PSP6 –Engineering Design Standards —
                                                                  Water and Sewerage;                                              Refer to Appendix E – Engineering Report.
         b) to minimise adverse environmental
         impacts                                                  AND
                                                         S9.2     Erosion and sediment control measures are designed and           R9.2 Will Comply
                                                                  implemented in accordance with the Institution of Engineers      Refer to Appendix E – Engineering Report.
                                                                  Australia (Queensland Division) Soil Erosion and Sediment
                                                                  Control - Guidelines for Queensland Construction Sites.




December 2014                                                                            Cardno HRP                                                                                         A106