Appendix F - Council Report - Change Application 28.2.19 · 51997.2302.01

Noosa Council documents




               Town Planning Consent Permit - 11893 TC                                                             Page 7

               35.    The developer is to construct all walkways on the site in accordance with Council
                      requirements regarding grade, alignment and finishes.

                      In addition, the developer is to construct a drainage system along the western boundary
                      of the site to intercept any surface stormwater. In this regard, plans prepared by a
                      registered civil engineer are to be submitted to and approved by the Shire Engineer,
                      prior to the issue of a Building Approval.

               36.    Connection to Council's existing water supply and sewerage reticulation systems at the
                      developer's expense to the standards and requirements of Council's Shire Engineer.

               37.    The developer shall provide metered water connections from the water supply system to
                      the proposed development, in accordance with Council's standards and to the
                      satisfaction of the Shire Engineer.

               38.    Roof and surface water is to be collected on site and is to be discharged through a single
                      underground drain line into existing drainage in Hastings Street to the satisfaction of the
                      Shire Engineer. A Building Approval shall not be granted until the Shire Engineer has
                      approved of the drainage scheme.

               39.    Engineering drawings are to include sediment and erosion control plans from suitably
                      qualified consultants to be approved by the Shire Engineer. The plans are to show how
                      stormwater runoff within and from the site is to be controlled during construction. The
                      plans are to indicate measures to be taken to prevent erosion and the export of sediment
                      from the site and will embrace the basic principles set out in the Institution of Engineers
                      Australia Draft Engineering Guideline for Queensland Soil Erosion and Sediment
                      Control November 1994.

               40.    Advice from the Beach Protection Authority indicates that the existing rock protection
                      wall on the seaward side of the property is not capable of handling a storm surge of 1 in
                      10 years recurrence interval and will be overtopped under severe storm conditions.

                      The property owner should ensure that any improvements on the site are adequately
                      protected from wave inundation. Independent advice should be sought from a suitably
                      qualified professional engineer specialising in coastal engineering, as to whether any
                      additional protection works are required within the property boundary to afford greater
                      protection in the event that the sea overtopped or breached the rock protection wall.




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                                                                                                           Print Date: 10 December 2018, 9:45 AM