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



A9 – Earthworks Code
The below code response has been prepared by Cardno HRP and Cardno Engineering. In addition to the Town Planning Report, reference should be made to the
Engineering Report (Appendix E) in reading this code response.
Table 14-52 – Earthworks
 Specific Outcome                                        Probable Solution                                                        Response
 14.120 Effects of works
 Drainage
 O1      Finished surface levels ensure land is free    S1.1     The finished surface gradient of any filled or excavated area    R1.1 Complies
         draining.                                               is within the range 0.5% to 1.5% and drains to Council’s         To ensure finished surface levels are free draining earthworks will be
                                                                 stormwater infrastructure where available or where               carried out in accordance with the Earthworks Grading Plan J13041-
                                                                 stormwater infrastructure is not available, toward the street.   CI-C03 in Appendix E of the Engineering Report (Appendix E to the
                                                                                                                                  Town Planning Report).
 Hydraulics
 O2      Any change to the level of the land does not            No solution provided.                                            R2 Alternative Solution (as no Probable Solution is provided)
         have an adverse flooding impact on the                                                                                   Proposed changes to existing ground levels will not impact on
         flooding and drainage characteristics off-                                                                               existing overland flow or flood storage characteristics.
         site.
                                                                                                                                  Refer to Appendix E – Engineering Report
 Geotechnical considerations
 O3      Earthworks do not result in geotechnical       S3.1     Filling works are undertaken in accordance with Section 2.8-     R3.1 Will Comply
         instability on the premises or nearby                   Filling of Site of Council’s PSP5 - Engineering Design           Refer Section 6.1.3 in Appendix A (Geotechnical Report) of the
         premises.                                               Standards- Roads and Drainage & Earthworks                       Engineering Report (Appendix E to the Town Planning Report).
                                                                 AND
                                                        S3.2     Where the filling is for residential commercial or industrial    R3.2 Will Comply
                                                                 purposes the works comply with Sections 3 to 6 of AS 3798 -      Refer Section 6.1.3 in Appendix A (Geotechnical Report) of the
                                                                 Guidelines for earthworks on commercial & residential            Engineering Report (Appendix E to the Town Planning Report).
                                                                 development.
 Local amenity
 O4      Earthworks do not cause disturbance to the     S4.1     The following control measures are implemented—                  R4.1 Will Comply
         amenity of the neighbouring land.                       a) regular water spraying of exposed areas to suppress dust;     Refer to measures detailed in Section 6, Appendix B (Construction
                                                                 b) provision of dust stabilised or sealed internal roads;        EMP) and Appendix C (Erosion and Sediment Control Plan) of the
                                                                                                                                  Engineering Report (Appendix E to the Town Planning Report).
                                                                 c) protective covering of exposed areas that are left for more
                                                                 than 2 weeks; and
                                                                 d) if there is no valid development permit for the site,
                                                                 disturbed areas are revegetated using species identified in
                                                                 PSP3 - Landscaping Plants and Guidelines;
                                                                 AND




December 2014                                                                            Cardno HRP                                                                                          A72