MCU15/0029 Attachment 1 Duke Douglas Code Assessment Ver1

                                                   MCU to establish Entertainment and Dining Business (Type 1 Food and Beverage)
                                                   MCU to establish Entertainment and Dining Business (Type 1 Food and Beverage)
                                                                                                     2/18 Duke St Sunshine Beach
                                                                                                     2/18 Duke St Sunshine Beach




                 Specific Outcomes                                         Probable solutions
                                                                              2
         habitable areas;
                                                                    than 50m gross floor area to an
    b)   allow only minor, short term and infrequent flooding of
                                                                    existing building or structure, floor
         non-habitable areas;
                                                                    levels for habitable rooms are—
    c)   ensure carparking areas can be adequately drained;
    d)   ensure drainage does not adversely impact upon other       a)    for areas where minimum
         premises; and                                                    floor levels are available—
    e)   ensure filling or excavation does not adversely impact           not less than the specified
         upon other premises by—                                          level;
         i.     causing ponding on the site or nearby land;         b)    for areas where flood
         ii.    increasing flooding, which adversely affects the          modelling is available—a
                safety or use of any land upstream and                    minimum of 500mm above
                downstream;                                               the modelled flood level;
         iii.   adversely affecting the flow of water in any              and
                overland flow path; and                            c)     for areas where flood
         iv.    falling towards the frontage or other boundaries          modelling is not available, a
                without sufficient retention                              minimum of 500mm above
                                                                          the highest known flood
                                                                          level;
                                                                    AND
                                                                    S11.2 Where Council
                                                                    infrastructure is available—
                                                                    a)     any drainage (for buildings
                                                                           and land) flows to that
                                                                           infrastructure; and
                                                                    b)     the infrastructure has the
                                                                           capacity to accept any
                                                                           additional loading.
                                                                    AND
                                                                    S11.3 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; or
                                                                    S11.4 Basements for residential
                                                                    uses have flood immunity above
                                                                    the Q100 where alternative
                                                                    means to mechanical pumping are
                                                                    used to achieve such immunity; or
                                                                   S11.5 Basements for non-
                                                                   residential uses have flood
                                                                   immunity above the Q100 that
                                                                   may be achieved by means of
                                                                   mechanical pumping where the
                                                                   mechanical feature is installed
                                                                   with adequate holding tanks and
                                                                   an alternative back up power
                                                                   source.


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PT010115 VER 1.1 060215