Appendix H. Planning Scheme Code Responses

                                                                                                                                                             NOOSAVILE LOCALITY CODE
                                                                                                                                             Performance Criteria and Acceptable Solutions



                                                                                                                                                                               COUNCIL USE
             SPECIFIC OUTCOMES                               PROBABLE SOLUTIONS                      SOLUTIONS*                         COMMENTS
                                                                                                                                                                                  ONLY

    Flooding and drainage                                                                                        Not applicable
    O18                                              S18.1
    Buildings and other works are designed           Floor levels for habitable rooms are not
    and sited to—                                    less than the specified minimum floor
    a) provide flood free access to premises         levels and
        and flood free habitable areas;
    b) allow only minor, short term and              S18.2 Where Council infrastructure is                       Complies with Acceptable Solutions
        infrequent flooding of non-habitable         available—                                                   For the stormwater quantity assessment, ADG has
        areas;                                       a) any drainage (including buildings and                     determined that the increase to impervious area is
    c) ensure drainage does not adversely                 yards) flows to that infrastructure; and                negligible due to the existing site development and as
        impact upon other premises; and              b) the infrastructure has the capacity to                    well as the increase to discharged peak flow rates. As
    d) ensure filling or excavation does not              accept any additional loading; and                      such, no on-site detention measures will be required for
        adversely impact upon other premises                                                                      this development.
        by—
        i. causing ponding on the site or                                                                         Due to the greater probability of oil and petroleum
             nearby land;                                                                                         spillage within the site special precautions will be taken
        ii. increasing       flooding,       which                                                                to ensure integrity of the surrounding environment and
             adversely affects the safety or use                                                                  downstream stormwater catchment. The site has been
             of any land upstream and                                                                             divided into two (2) catchments, a high-risk area and a
             downstream; and                                                                                      low-risk area. A Gross Pollutant Trap (GPT) (SPEL
        iii. adversely affecting the flow of water                                                                Ecoceptor or approved equivalent) will be installed prior
             in any overland flow path.                                                                           to the site’s discharge to remove oils and grits commonly
                                                                                                                  encountered on surfaces trafficked by motor vehicles.

                                                                                                                  A SPEL Puraceptor unit or approved equivalent is
                                                                                                                  proposed to treat runoff from the high-risk area
                                                                                                                  before returning filtered run-off to the low risk drainage
                                                                                                                  system for further treatment.

                                                                                                                  Please refer to the Civil Engineering Report by ADG
                                                                                                                  provided at Appendix F.



                                                     S18.3                                              N/A       Not applicable
                                                     For Detached houses and Multiple
                                                     housing—
1       Solution:  = Acceptable Solution                                                                                                                                         Appendix H
                  A/S = Alternative Solution
                  N/A = Not applicable to this proposal

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