Town Planning Assessment Report · MCU25/0020

 Defined Flood Event, the development is to be           documentation.
 designed to remove the habitable spaces below
 the flood level.

 Any future application is to suitably demonstrate
 that the basement has flood immunity above the
 1% AEP defined flood event with alternative
 means to mechanical pumping used to achieve
 such immunity.

 Landslide hazard geotechnical assessment to be          This report is currently being prepared and will be
 provided at lodgement.                                  submitted as an application addendum.

 As the “basement” is not completely below ground        Refer attached revised proposal plans showing
 level and used for car parking this area is to          amended basement level.
 contributes to site cover, including the area that
 services the car lift.                                  Site cover has been calculated on Drawing No.
                                                         4.0.
 Building eaves are excluded from site cover
 calculations where they function as a building          Site and Roof Plan shown in Drawing No. C1.0.
 eave not a roof to a usable area below, for
 example, an outdoor entertaining area etc.

 Any future applicable is to include roof plan clearly
 notating building eaves.


 Engineering - basement excavation requirements.         Refer to engineering documentation. The
                                                         Dewatering Management Plan provides details on
                                                         the dewatering methodology, groundwater
                                                         treatment, monitoring and reporting procedures to
                                                         be employed at the site during dewatering
                                                         activities, and effective management procedures
                                                         to prevent environmental harm resulting from the
                                                         discharge of extracted groundwater from the site.


3.0 SITE LOCATION
The site is legally described as Lot 2 SP281580 or 11 Ravenwood Drive, Noosa Heads, and has a site area
of 621.6m2. The site is currently vacant and previously contained a significant dwelling house approved
and partially constructed under RAP17/0012.02. Refer to Figure 1 below for aerial view of site location.

Key location features include:

    ●​ Lots surrounding the subject site comprise predominantly single dwelling houses and a mix of
       houses and apartments/townhouses along Noosa Parade;
    ●​ The site is surrounded by low density residential zoning, and medium density residential zoning
       along Noosa Parade;
    ●​ The subject site is bounded by a canal to the east;
    ●​ A public open space is located to the north on Noosa Parade; and
    ●​ Bus stop facilities are located on Noosa Parade, with the nearest stop being located approximately
       120m walking distance to the north-west of the subject site.



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