Collated Planning Report · MCU14/0077

e) Precinct E3- 0.6;
f) Precinct E4- 0.6;
g) Precinct E5- 0.6
h) Precinct E6- 0.6;
i) Precinct E7- 0.6;
j) Precinct RES- 0.6; and
k) Precinct REC/MU- 0.1.



Flooding and drainage                                S17.1 For new buildings or structures or additions        Complies.
O17 Buildings and other works are designed           of more than 50m2 gross floor area to an existing
and sited to—                                        building or structure, floor levels for habitable rooms   As shown on Noosaville Natural Hazard: Landslide & Flooding Overlay
    a) provide         flood    free   access   to   are not less than the specified minimum floor levels;     (Map OM8.3) of the Noosa Plan the subject site is not located in a
          premises and flood free habitable                                                                    Flood Hazard Area.
          areas;                                     AND
    b) allow only minor, short term and                                                                        In respect of drainage, the entire site has been designed to ensure all
          infrequent flooding of non-habitable       S17.2 Where Council infrastructure is available—          impervious areas drain to either the proposed retention tank or
          areas;                                        a) any drainage (including buildings and               proposed bio-retention drain.
    c) ensure carparking areas can be                       yards) flows to that infrastructure; and
          adequately drained;                           b) the infrastructure has the capacity to
    d) ensure drainage does not adversely                   accept any additional loading;
          impact upon other premises; and
    e) ensure filling or excavation does not         AND
          adversely       impact     upon    other
          premises by— i. causing ponding on         S17.3 For Residential Uses—
          the site or nearby land;                      c) where slab on ground construction is used,
       i.     increasing       flooding,    which            filling does not extend more than 1m
              adversely affects the safety or                beyond the building footprint and access to
              use of any land upstream and                   car parking areas, measured from the
              downstream; and                                outer walls of the building; or
      ii.     adversely affecting the flow of           d) the design consists of a suspended floor
              water in any overland flow path.               construction;

                                                     AND

                                                     S17.4 Car parking and maneuvering areas are
                                                     constructed at a level that permits the parking area
                                                     to drain from the site by gravity means, without the
                                                     need for mechanical pumping;

                                                     AND

                                                     S17.5 Basements for residential uses have flood
                                                     immunity above the Q100 where alternative means
                                                     to mechanical pumping are used to achieve such