MCU14/0073 Town Planning Report

                 SPECIFIC OUTCOMES                                            PROBABLE SOLUTIONS                             COMPLIANCE                    COMMENTS
e) ensure filling or excavation does not adversely impact     S14.2 Where Council infrastructure is available—                  N/A       With the exception of water, other Council
upon other premises by—                                       a) any drainage (including buildings and yards) flows to                    infrastructure is not available to the subject
i. causing ponding of water on the site or nearby land;       that infrastructure; and                                                    site. Existing stormwater drainage and
ii. increasing flooding, which adversely affects the safety   b) the infrastructure has the capacity to accept any                        effluent disposal measures will be provided
or use of any land upstream and downstream; and               additional loading;                                                         for the proposed development.
iii. adversely affecting the flow of water in any overland    AND
flow path.                                                    S14.3 Car parking and maneuvering areas are constructed           YES       The existing car parking and manoeuvring
                                                              at a level that permits the parking area to drain from the                  areas will be utilised.
                                                              site by gravity means, without the need for mechanical
                                                              pumping; or
                                                                                                                                N/A       Basements are not proposed.
                                                              S14.4 Basements for residential uses 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 uses have flood               N/A       As above.
                                                              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.
Sloping sites                                                 S15.1 Buildings are of split level design that step down the      N/A       New buildings are not proposed.
O15 On sloping sites, buildings and structures are            slope or have a suspended floor construction; (See Figure
designed to maximise the use of natural slope and             6.1 below)
minimise the need for cut and fill.                           AND
                                                              S15.2 Cut or fill is less than 2m in depth;                       N/A       Cut and fill is not proposed.
                                                              AND
                                                              S15.3 The distance between the ground and the lowest              N/A       The proposed extension will not result in split
                                                              part of the floor of the building does not exceed 3m.                       level design.

                                                              Figure 6.1—Design for sloping site (suspended floor)