Appendix A - Response to Noosa Plan

                       Specific Outcomes                                                       Probable Solutions                                              Comments
component of an Entertainment and dining business Type
3— the maximum gross floor area is equivalent to the
maximum allowable population in persons multiplied by
40m².
O10 For the Neighbourhood Centre Zone and the Business
Centre Zone the maximum plot ratio does not exceed—
a) 0.8:1 for the first 2,000m² of site areas; plus
b) 0.3:1 for the balance of the site areas in excess of
2,000m².
Flooding and drainage68                                                    S11.1 For new buildings or structures or additions of more   O11 - Complies. Reference is made to the requirements of
O11 Buildings and other works are designed and sited to—                   than 50m2 gross floor area to an existing building or        the current conditions 68 to 73 with respect to possible
a) provide flood free access to premises and flood free                    structure, floor levels for habitable rooms are—             flooding.
habitable areas;                                                           a) for areas where minimum floor levels are available—not
b) allow only minor, short term and infrequent flooding of                 less than the specified level;                               A dwelling house on each lot will need to comply with
non-habitable areas;                                                       b) for areas where flood modelling is available—a            relevant freeboard and habitable floor level requirements
c) ensure carparking areas can be adequately drained;                      minimum of 300mm above the modelled flood level; and         (if necessitated) as part of subsequent building works
d) ensure drainage does not adversely impact upon other                    c) for areas where flood modelling is not available, a       application approval process.
premises; and                                                              minimum of 300mm above the highest known flood level;
e) ensure filling or excavation does not                                   AND
adversely impact upon other premises by—                                   S11.2 Where Council infrastructure is available—
          i.      causing ponding of water on the site or                  a) any drainage (from buildings and land) flows to that
                  nearby land;                                             infrastructure; and
          ii.     increasing flooding, which adversely                     b) the infrastructure has the capacity to accept any
                  affects the safety or use of any land                    additional loading;
                  upstream and downstream; and                             AND
          iii.    adversely affecting the flow of water in                 S11.3 For Residential Uses—
                  any overland flow path.                                  a) where slab on ground construction is used, filling does
68
  Information on minimum floor levels and flood levels for some parts of   not extend more than 1m beyond the building footprint
the Shire is available from Council. These provisions are not limited to
                                                                           and access to car parking areas, measured from outer
areas shown as Flood Hazard Areas on overlay maps OM1.3-9.3.
                                                                           walls of the building; or
                                                                           b) the design consists of a suspended floor construction;
                                                                           AND
                                                                           S11.4 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



     JFP Ref: M1775                                                                                                                                                                      Page 14