Appendix 3 - Code Table Assessment

         Specific Outcome              Probable Solution                   Compliance
         land    upstream    and infrastructure is available—
         downstream; and         a) any drainage (from buildings
  iii.   adversely affecting the and land) flows to that
                                 infrastructure; and
         flow of water in any
                                 b) the infrastructure has the
         overland flow path.     capacity to accept any additional
                                  loading;

                                  AND
                                  S12.3    Car   parking    and
                                  manoeuvring      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 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 O14 - Not applicable.
O13 On sloping sites, buildings design that step down the slope The proposed facility will be
and structures are designed to or have a suspended floor developed on flat land for
maximise the use of natural slope construction; (See Figure 8.1 which minimal earthworks are
and minimise the need for cut below)                                 required (refer to compliance
and fill.                                                            with Earthworks Code at
                                  AND                                Section 7.2.3)
                                  S13.2 Cut or fill is less than 2m
                                  in depth;

                                  AND
                                  S13.3 The distance between the
                                  ground and the lowest part of
                                  the floor of the building does
                                  not exceed 3m.

                                  Figure 8.1—Design for sloping
                                  sites (suspended floor)
Roof form                         S14.1 With the exception of O14 - Not applicable.
O14 Roof forms—                   Industrial buildings, the main The proposed development


NBN-4BBZ-4GYM-5132-Schreibers                                                        Page 62