Cooran - Development Application

Proposed nbn Telecommunications Facility on Lot 22 SP148684
Appendix C – Code Assessment



 Specific Outcomes                            Probable Outcomes                             Compliance
                                              S12.3 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


                                              S12.4 Basements for residential uses
                                              have flood immunity above the Q100
                                              where alternative means to mechanical
                                              pumping are used to achieve such
                                              immunity; or


                                              S12.5 Basements for non-residential
                                              uses have flood immunity above the
                                              Q100 that may be achieved by means of
                                              mechanical pumping only where the
                                              mechanical feature is installed with
                                              adequate     holding  tanks   and an
                                              alternative back up power source.
 Sloping sites                                S13.1 Buildings are of split level design     Complies.
 O13 On sloping sites, buildings and          that step down the slope or have a
 structures are designed to maximise          suspended floor construction;                 The proposed compound area is to be located on land
 the use of natural slope and minimise                                                      mapped as ‘Landslide Hazard Area’. The proposed
                                              AND
 the need for cut and fill.                                                                 facility will be designed to minimise the need for cut
                                              S13.2 Cut or fill is less than 2m in depth;   and fill.

                                              AND                                           Further geo-technical investigations will be conducted
                                                                                            to determine the extent of filling, excavation and the
                                              S13.3 The distance between the ground