Minor Change Existing Approval - 132002.220212.3 (As Published).pdf

               47.    The design plans are to show how stormwater runoff within and from the site is to be
                      controlled both during construction and permanently. The plans are to indicate measures to
                      be taken to prevent erosion and the export of sediment from the site and will embrace the
                      principles set out in the Institution of Engineers Australia Engineering Guidelines for
                      Queensland Soil Erosion and Sediment Control, June 1996. Designs shall also incorporate
                      the principle of “no net increase” in nutrients and other pollutants from the developed site.
                      This may require the provision of a drainage system that allows first flush (first 12mm of
                      rainfall) to be collected and treated prior to release into the downstream drainage system.
               48.    All site stormwater drainage shall be by means of a gravity system.
               Sewer Mains
               49.    The site shall be connected to Council’s existing sewerage reticulation systems and be
                      constructed in accordance with Council’s standards and requirements at no cost to Council.
               50.    Ownership of the existing Council sewer main that runs within the development site, and
                      immediately to the north of the existing Reef Hotel, shall be transferred to the applicant who
                      shall be responsible for all on going maintenance. To this extent a new manhole shall be
                      constructed just inside the property boundary of the site and over the existing sewer main.
                      Council will remain responsible for the existing sewer within the road reserve but will
                      terminate all responsibility at the new manhole, which shall be the applicant’s responsibility.
                      In this regard detailed engineering plans shall be prepared of the new manhole (and
                      associated works) and submitted to the Council for approval prior to Council issuing a
                      Development Permit for Operational Works (sewer).
               51.    Any building or structure within proximity of any public utility’s underground must have its
                      foundations designed so that no surcharge loads are imposed upon such underground
                      infrastructure. Foundations must be taken down a minimum of 1 metre below a line of
                      influence measured 1 metre in the direction of the foundation from the centreline of the
                      closest underground service and along the natural angle of repose of the foundation soil
                      type(s)
                      Where required, plans and supportive documents detailing these proposed foundations shall
                      be designed by a registered practicing Geotechnical Engineer and submitted with the
                      application for a Development Permit for Operational Works.
               Town Water Supply
               52.    The site shall be connected to Council’s existing town water supply and be constructed in
                      accordance with Council’s standards and requirements at no cost to Council.
               53.    Each water connection to the water reticulation system shall extend to the property boundary
                      and be metered. Where multiple units are served by a single service, multiple water meters
                      to each individual unit shall be installed. All fees for the supply of water meters shall be paid
                      to the Council.
               Earthworks
               54.    A Geotechnical engineer must be on site to supervise and direct all excavation works, and
                      foundation constructions (i.e. Level 1 supervision in accordance with AS3798-1996). Such
                      work shall only be carried out during dry weather conditions. Should any risk of sand
                      movement occur - all work shall be suspended until steps (approved by the Geotechnical
                      engineer in conjunction with Council’s Manager - Land Development) have been taken to
                      ensure that no further slippage will result.
               55.    Boundary wall movement shall be monitored throughout construction and if movement
                      occurs - construction is to be stopped immediately and appropriate action is to be taken to
                      arrest the movement. Further work shall only take place after a re-assessment of the
                      conditions on site by the Geotechnical engineer and Noosa Council’s Manager - Land
                      Development.




                                                                                                        Page 7 of 14
Document Set ID: 25012091
Version: 5, Version Date: 29/07/2026


[OCR of page images]
47. The design plans are to show how stormwater runoff within and from the site is to be
controlled both during construction and permanently. The plans are to indicate measures to
be taken to prevent erosion and the export of sediment from the site and will embrace the
principles set out in the Institution of Engineers Australia Engineering Guidelines for
Queensland Soil Erosion and Sediment Control, June 1996. Designs shall also incorporate
the principle of “no net increase” in nutrients and other pollutants from the developed site.
This may require the provision of a drainage system that allows first flush (first 12mm of
rainfall) to be collected and treated prior to release into the downstream drainage system.

48. All site stormwater drainage shall be by means of a gravity system.
Sewer Mains

49. The site shall be connected to Council’s existing sewerage reticulation systems and be
constructed in accordance with Council’s standards and requirements at no cost to Council.

50. Ownership of the existing Council sewer main that runs within the development site, and
immediately to the north of the existing Reef Hotel, shall be transferred to the applicant who
shall be responsible for all on going maintenance. To this extent a new manhole shall be
constructed just inside the property boundary of the site and over the existing sewer main.

Council will remain responsible for the existing sewer within the road reserve but will
terminate all responsibility at the new manhole, which shall be the applicant’s responsibility.

In this regard detailed engineering plans shall be prepared of the new manhole (and
associated works) and submitted to the Council for approval prior to Council issuing a
Development Permit for Operational Works (sewer).

51. Any building or structure within proximity of any public utility's underground must have its
foundations designed so that no surcharge loads are imposed upon such underground
infrastructure. Foundations must be taken down a minimum of 1 metre below a line of
influence measured 1 metre in the direction of the foundation from the centreline of the
closest underground service and along the natural angle of repose of the foundation soil
type(s)

Where required, plans and supportive documents detailing these proposed foundations shall
be designed by a registered practicing Geotechnical Engineer and submitted with the
application for a Development Permit for Operational Works.

Town Water Supply

52. The site shall be connected to Council’s existing town water supply and be constructed in
accordance with Council’s standards and requirements at no cost to Council.

53. Each water connection to the water reticulation system shall extend to the property boundary
and be metered. Where multiple units are served by a single service, multiple water meters
to each individual unit shall be installed. All fees for the supply of water meters shall be paid
to the Council.

Earthworks

54. A Geotechnical engineer must be on site to supervise and direct all excavation works, and
foundation constructions (i.e. Level 1 supervision in accordance with AS3798-1996). Such
work shall only be carried out during dry weather conditions. Should any risk of sand
movement occur - all work shall be suspended until steps (approved by the Geotechnical
engineer in conjunction with Council’s Manager - Land Development) have been taken to
ensure that no further slippage will result.

55. Boundary wall movement shall be monitored throughout construction and if movement
occurs - construction is to be stopped immediately and appropriate action is to be taken to
arrest the movement. Further work shall only take place after a re-assessment of the
conditions on site by the Geotechnical engineer and Noosa Council’s Manager - Land
Development.

Page 7 of 14
Document Set ID: 25012091

Version: 5, Version Date: 29/07/2026