Decision Notice MCU22&0050 & OPW22 0092

                         Plan No.            Rev.   Plan/Document Name                         Date

                         JSP-SJ-35790        C      Site Plan, Layout Plan & Water 3 May 2022
                                                    Allocation prepared by Edge Consulting
                                                    Engineers

                         JSP-SJ-35791        A      Elevation prepared by Edge Consulting 10 January 2022
                                                    Engineers

                         JSP-SJ-35792        C      Jetty Details prepared          by   Edge 3 May 2022
                                                    Consulting Engineers

                      Currency Period
               2.     The Currency Period for this development approval lapses if all conditions have not been
                      complied with, and the plan of survey lodged with Council for endorsement by 17 May 2024,
                      unless an application to extend the currency period is approved by Council.
                      Performance Bond
               3.     Security in the form of a cash bond or trading bank guarantee to the sum of $2000 must be
                      submitted to Council, to secure performance of all conditions of this approval, prior to the
                      commencement of the works. The cash bond or trading bank guarantee will be returned on
                      performance of the conditions of this approval less any costs incurred by Council in respect
                      of enforcing performance of this permit. Council reserves the right to call upon the bond or
                      guaranteed sum to effect compliance with conditions.
                      General Conditions
               4.     The maximum number of vessels that may be berthed, moored, attached or stored on the
                      structure(s) must not exceed 2.
               5.     The use of the jetty/landing must not cause any adverse effects on the amenity of the
                      surrounding areas including changes to light, views, air quality and noise.
               6.     Vessels berthed/moored at the jetty must be located a minimum of 1.0m from the
                      prolongation of the property boundaries.
               7.     Vessels and boatlifting devices must be connected directly to the jetty, and not located side
                      by side or in tandem with another vessel.
               8.     All structures must be designed and constructed such that they are free standing within the
                      waterway and are not connected to or behind the revetment wall
               9.     All structures must have no detrimental effects on stormwater drains and/or easements.
               10.    Jetties must have a level-walking surface of R.L 1.000 A.H.D or be level with the top of the
                      revetment wall.
               11.    A rigid handrail must be fitted on one side of the walkway.
               12.    No posts or vertical supports of the proposed jetty are to extend vertically from the structure
                      unless they provide necessary support for the handrail.
               13.    No boatlifting devices are to be attached or moored at the jetty structure for the purpose of
                      elevating a vessel above the water without Council approval.
               14.    There must be no electrical reticulation system carrying electricity in excess of 24 volts
                      beyond the revetment wall unless all switches and power outlets are positioned above the
                      1%AEP flood level.
               15.    Lighting associated with the use must be designed, installed, operated, and maintained in
                      accordance with Section 3 of AS4282 Control of the Obtrusive Effects of Outdoor Lighting.
               16.    Rock scour protection, wrapped in geotextile, extends from 750mm up to approximately
                      5000mm from the face of the revetment wall in Noosa Waters. Piles are to be:


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Document Set ID: 21946044
Version: 1, Version Date: 31/05/2022