Minor Change Existing Approval - 152000.200053.3 (As Published)

                      The applicant is to supply to Council the result of the monthly monitoring of groundwater for
                      nitrogen and phosphorus content at the monitoring site adjacent to Lake Weyba near the
                      outlet weir. These results are to be supplied in both tabular and graphical form and will
                      include a record of data collected for the preceding 12 months for comparison purposes.
                      Levels of nitrogen and phosphorus in groundwater, measured as the geometric mean of the
                      5 most recent tests, are not to be more than 10% above predevelopment levels for the site.
               28.    Fill imported to the site may only be from a site licensed with The Environmental Protection
                      Agency or from a site for which a Development Permit for Operational Works has been issued
                      approving the export of fill.
               29.    Filling of the site shall be carried out in accordance with the approved Environmental
                      Management Plan as amended, the Noosa Springs Master Drainage Plan, and Section 3.8
                      of Council’s Engineering Design Standards Manual.
                      A registered practicing Geotechnical Engineer shall test the existing ground conditions for
                      suitability of placing additional fill, prior to such fill being placed.
                      Any existing fill or natural materials on the development site or within the extent of approved
                      works external to the site which do not satisfy the Manager of Land Development or a
                      Geotechnical Engineer's requirements, shall be removed and replaced with suitable material.
               30.    Following completion of the filling works and prior to endorsement of the Plan of Survey, the
                      registered practicing Geotechnical Engineer supervising the works shall submit compaction
                      tests across the entire filled areas and a site classification report for each lot subject to filling.
                      The extent of fill and each lots site classification, shall be shown on a metes and bounds
                      survey plan.
                      An appropriate property notation shall be placed on Council's rates records to advise
                      prospective purchasers of lots that have been filled that special foundations requirements
                      will apply.
               31.    Prior to Council endorsement of the Plan of Survey, a duly executed copy of any required
                      Grant of Easement shall be submitted to Council for perusal.
                      Any changes required by Council’s Solicitor shall be attended to prior to endorsing the Plan
                      of Survey.
                      Any necessary Titles Office forms requiring the consent of Council is to be submitted prior to
                      the endorsing of the Plan of Survey.
               32.    Prior to the endorsement of the Plan of Survey, the Applicant's Solicitor shall give Council's
                      Solicitor an appropriate undertaking in writing that in conjunction with lodgement of the Plan
                      of Survey at the Land Titles Office, the Title Deed and the easement documents will also be
                      lodged and any additional Titles Office forms or requisitions requiring the consent of Council
                      being attended to forthwith.
               33.    Registered easements are to be provided on the Plan of Survey over all, sewerage mains,
                      and water mains within private property. Easements are to be equivalent in width to twice
                      the depth to invert level of the sewer at the deepest point within the allotment. Easements
                      are to be provided parallel to and centred over the sewer line, with a minimum width of 3.0
                      metres.
               34.    A suitably qualified Registered Professional Engineer, specialising in hydraulics shall prepare
                      engineering drawings and specifications for stormwater designs and shall be submitted in
                      conjunction with an application for a Development Permit for Operational Works.
               35.    A suitably qualified Registered Professional Engineer shall prepare engineering drawings
                      and specifications for all engineering works, which shall be submitted in conjunction with an
                      application for a Development Permit for Operational Works.




                                                                                                             Page 6 of 12
Document Set ID: 25217809
Version: 7, Version Date: 07/10/2026