Development Assessment Report

Specific Outcomes                             Probable solutions                            Proposal
O12 For Multiple housing Type 3 or 4,                                                       Not Applicable
Visitor accommodation Type 4, or the
accommodation unit component of an
Entertainment and dining
business Type 3—maximum gross floor
area is equivalent to the maximum
allowable    population  in  persons
multiplied by 40m2.

O13 For the Business Centre Zone plot                                                       Not Applicable
ratio does not exceed—
a) 0.8:1 for site areas up to and including
2,000m2; and
b) 0.3:1 for the balance of a site over
2,000m2.
Flooding and drainage                         S14.1 For new buildings or structures or      Not Applicable
O14 Buildings and other works are             additions of more than 50m2 gross floor       The site is not subject to flooding.
designed and sited to—                        area to an existing building or structure,
a) provide flood free access to premises      floor levels for habitable rooms are—
and flood free habitable areas;               a) for areas where minimum floor levels
b) allow only minor, short term and           are available—not less than the specified
infrequent flooding of non-habitable          level;
areas;                                        b) for areas where flood modelling is
c) ensure carparking areas can be             available—a minimum of 500mm above
adequately drained;                           the modelled flood level; and
d) ensure drainage does not adversely         c) for areas where flood modelling is not
impact upon other premises; and               available, a minimum of 500mm above
e) ensure filling or excavation does not      the highest known flood level;
adversely impact upon other premises          AND
by—
     i. causing ponding of water on the       S14.2 Where Council infrastructure is         Complies
     site or nearby land;                     available—                                    The development will be drained to
     ii.   increasing    flooding,   which    a) any drainage (including buildings and      Council infrastructure. Refer attached
     adversely affects the safety or use of   yards) flows to that infrastructure; and      Stormwater Management Plan prepared
     any land upstream and downstream;        b) the infrastructure has the capacity to     by Empire Engineering.
     and                                      accept any additional loading;
     iii. adversely affecting the flow of     AND
     water in any overland flow path.
                                              S14.3 Car parking and manoeuvring             Complies
                                              areas are constructed at a level that         No mechanical pumping drainage is
                                              permits the parking area to drain from        proposed or required.
                                              the site by gravity means, without the
                                              need for mechanical pumping; or

                                              S14.4 Basements for residential uses          Not Applicable
                                              have flood immunity above the Q100
                                              where alternative means to mechanical
                                              pumping are used to achieve such
                                              immunity; or

                                              S14.5 Basements for non-residential           Not Applicable
                                              uses have flood immunity above the            The site is not subject to flooding.
                                              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.
Sloping sites                                 S15.1 Buildings are of split level design     Not Applicable
O15 On sloping sites, buildings and           that step down the slope or have a            The site is not a sloping site.
structures are designed to maximise the       suspended floor construction; (See
use of natural slope and minimise the         Figure 6.1 below)
need for cut and fill.                        AND
                                              S15.2 Cut or fill is less than 2m in depth;
                                              AND
                                              S15.3 The distance between the ground
                                              and the lowest part of the floor of the
                                              building does not exceed 3m.
                                              Figure 6.1—Design for sloping site
                                              (suspended floor)