Appendix I - Local Planning response

Natural Hazards Overlay Cpde
Landslide hazard areas
    Column 1                                                                                  Column 2                                                                                Response
    Specific outcomes                                                                         Acceptable solutions (if accepted development )
                                                                                              Probable solutions (if code assessment)
    Effects of use
    General                                                                                    S1.1 The proposed development is not located in a                                      Complies
    O1 Development is located to ensure it does not                                            landslide hazard area as indicated on Overlay Maps                                     The site is in the flood hazard area
    compromise the safety of people, property or                                               OM1.3-OM9.31;                                                                          (1% AEP to year 2100). The site is protected by a sea wall
    hazardous materials manufactured or stored in bulk by                                      OR                                                                                     at the boundary of the site adjacent to the tidal
    increasing risk of landslide;                                                                                                                                                     waterway. Because of the nature of the use, which is
    AND                                                                                        S1.2 The development site is not subject to landslide,                                 necessarily located adjacent to the tidal water, it is not
                                                                                               either internally or from sloping land above the site eg.                              possible to avoid the natural hazard
                                                                                               slopes are less than 1 in 10 (10%)                                                     area. The boat shed is not a habitable structure and
                                                                                               AND                                                                                    therefore risks to persons is deemed to be low. As there
                                                                                                                                                                                      is no intensification of the QFBP operation the project
                                                                                               S1.3 Development, including necessary earthworks                                       does not involve an increase in the
                                                                                               within Precinct F of the Noosa Springs site, improves                                  exposure to the natural hazard.
                                                                                               the stability of any non-natural landform so it is not at
                                                                                               risk from landslide either on the site or from sloping
                                                                                               land above the site.
    O2 Development, including access ways is designed                                          S2.1 No solution provided                                                              Complies
    and constructed to—                                                                                                                                                               The finished floor level of the shed is higher than the
    a) minimise impacts on the natural landform;                                                                                                                                      former boat shed and therefore achieves a higher level
    b) minimise risk to people and property from landslide;                                                                                                                           of protection comparatively. There is no intensification
    c) avoid any potential instability and associated                                                                                                                                 of the QFBP operation and the project does not involve
         problems, including long term stability of the site                                                                                                                          an increase in the exposure to the natural hazard.
         and long term stability of the development.
    Protection of Infrastructure and Community Uses                                            S3.1 Community Uses and Infrastructure Uses are not                                    Complies
    O3 Community Uses and Infrastructure Uses,                                                 located in a landslide hazard area as indicated on                                     The site is protected by a sea wall at the boundary of the
    including that identified below, are able to function                                      Overlay Maps OM1.3-OM9.3;                                                              site adjacent to the tidal waterway. The site is not
    effectively during and immediately after landslide                                         OR                                                                                     fronting beach area and is protected from erosion due to
    events—                                                                                                                                                                           historical works at the boundary interface. Due to the
    a) Emergency service facilities;                                                           S3.2 The community infrastructure development—                                         nature of the use, which is necessarily located adjacent
    b) Hospitals;                                                                              a) does not result in any new building work other                                      to tidal water, it is not possible to avoid the natural
    c) Education Type 4 uses, including stores for valuable                                         than an addition to an existing building;                                         hazard area.
         records or items of historic or cultural significance;                                b) does not involve vegetation clearing; and
         and                                                                                   c) does not alter ground levels or stormwater


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    If Acceptable Solution 1.1 is complied with no further action is required. PSP1 details information Council may request to determine whether or not the site is at risk from landslide.


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