Skip to the record
Accept no imitations.

Original source · versioned page text

Sealed Final Judgment

of 19

Page text read automatically using OCR, there may be inaccuracies

    Earthworks

    51. Filling works required on site shall be carried out in accordance with Section 3.8 of
           Council's Engineering Design Standards Manual and so as not to cause the additional
           ponding of water on any adjoining lands or the blockage of, or interference with, any
           existing overland flowpaths. Detailed site surveys indicating natural surface levels and
           contours of the adjoining properties must be provided with the application for a
           Development Permit for Operational Works for Filling and Drainage.
           This may require the design and construction of drainage pipes and/or an overland flow-
           path within the development site that caters for drainage from the adjoining sites for a
           design storm with an Average Recurrence Interval of I in I 00 years, A private easement
           for the Drainage of Water encompassing the drainage pipes or overland flow-path will also
           be required. In this regard a Development Permit for Operational Works shall be obtained.
           Should evidence be provided to Council indicating that no additional ponding of stormwater
           will occur on the adjoining properties the requirement for the drainage pipes, overland flow-
           path and easement shall not apply.
    52. Earthworks carried out on site shall riot affect the structural integrity of any of the existing
o          fences or structures that border the development site. Fences that are affected shall be
           replaced prior to the Building Certifier issuing the Certificate of Classification. In this
           regard any fences to be replaced shall be clearly shown on the plans submitted for
           Operational Works approval.
    Acid Sulfate Soils

    53. As the site is located below the 5m AHD, any excavation works consisting of I 00m' or
         greater and/or any filling works consisting of 500m' or greater and with an average depth
           of 0.5m or greater will need to be carried out in accordance with State Planning Policy 2102
           Planning and Managing Development Involving Acid Sulfate Soils. In this regard
           appropriate testing and supporting documentation prepared by a suitably qualified
           specialist shall be submitted to Council for approval prior to obtaining a Development
           Permit for Operational Works.
    Erosion and Sediment Control

    54. Any person acting on this permit shall prevent erosion and sediment export from leaving
         the site. Site control measures such as silt fencing, controlled gravel access to the site
         and controlled disposal of waste, will be necessary.
           In this regard plans detailing the methods of controlling erosion and sediment are required
           to be submitted to the Council for approval prior to obtaining a Development Permit for
           Operational Works.
    55. Monetary contributions shall be paid to Noosa Council towards the cost of providing and/or
         upgrading various infrastructure at the rates applicable at the time of payment. An
         estimate only of the contribution amounts under the current Council policies and
           requirements is outlined in the table below:
                                                                           STAGE B
                                                                                          TOTAL
                                                             STAGE A          (in
           Contribution Required For:                                     addition to    Stage A +
                                                                           Sta eA         Stage B
           PSP12 - Public Open Space Contributions                                        $ 3,233
            Park                                               $ 3,233        $0
            PSP, 6 - Sewera e Headworks Contributions         $ 34,617     $ 14,785      $ 49,402
                PSP, 7 - Water Supply Headworks                                          $ 55,356
                            Contributions
                                                              $ 29,629     $ 25,727
           PSP20 - Pathway Trunk Network                                                  $ 3,266
           Contributions
                                                               $ 3,266        $0


    Document2

Log in to download the original (Sealed Final Judgment.pdf)

Searchable page text hides email addresses. Original files are unchanged and may show email addresses.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.