20181085-ASC7 - Part 14 Assessement Criteria (Codes) (1)

                   column 1                                               column 2




                                                                                                                              Including amendments to 8 June 2018
               Specific Outcomes                              Acceptable solutions (if accepted




                                                                                                             The Noosa Plan
                                                            development subject to requirements)
                                                           Probable solutions (if code assessment)
              properties

AND

O3 Finished surface levels ensure land is free          S3.1 No solution provided
draining.

O4 Filling or excavation does not adversely             S4.1 Fill material placed over services does not
affect sewer, stormwater or water utility               impose any additional surcharge loading on the
infrastructure.                                         service.

Editor’s note                                           S4.2 Where excavation is carried out-
Council encourages building methods that avoid the      c)    a minimum cover of 600mm is maintained
use of fill, such as suspended floor construction and         around all utility infrastructure (to top,
stepping down slopes rather than cutting and filling.
                                                              sides and base of services); or
                                                        d)    a retaining wall is provided to support the
                                                              soil surrounding the service;
                                                        AND
                                                        S4.3 Compaction with a vibrating roller is not
                                                        carried out within 600mm of any utility
                                                        infrastructure.
O5 Development does not adversely impact                S5.1 Buildings or other structures within the
on the Lake Macdonald water supply.                     Lake Macdonald catchment (indicated on Figure
                                                        14-15) are located above the 98.5m AHD level.
Electricity supply infrastructure
O6 Uses and works maintain an adequate                  S6.1 Buildings and structures (including
safe distance from electrical infrastructure            swimming pools, sheds, tennis courts or
including substations, overhead powerlines,             outbuildings) are not constructed under
power poles and transformers.                           overhead electricity transmission lines, or within
                                                        electricity easements.
Steep slopes and Landslide hazard areas
O7 Detached houses and associated uses                  S7.1 If on premises identified as a Landslide
are sited or constructed to maintain the safety of      Hazard Area on Overlay Maps OM1.3–9.3 or on
people and property from the risk of landslide.         steep slopes, the use does not—
                                                        a)   involve the removal of vegetation other
                                                             than grass from use areas;
                                                        b)   involve excavating or filling of more than
                                                             50m3 of material (other than placement of
                                                             topsoil not exceeding 100mm in depth
                                                             relative to natural ground level;
                                                        c)   involve cut or fill with a vertical depth of
                                                             more than 2m relative to natural ground
                                                             level;
                                                        d)   redirect or impede water flows in an
                                                             existing watercourse or stormwater drain;
                                                             or
                                                        e) involve construction of an on-site effluent
                                                             disposal system;
                                                        OR

                                                        S7.2 A site specific geo-technical report
                                                        prepared by a registered professional engineer
                                                        either—
                                                        a)    certifies that the site is not at risk from


                                                     14-101
                                              Building Works Code