MCU14/0106 & OPW15/0001 Town Planning Report & Appendix A Code Compliance

                                                                                                                                                                                     Town Planning Report
                                                                                                      28 Eenie Creek Road, Noosaville and parts of the road reserves of Hofmann Drive and Walter Hay Drive



 Specific Outcome                                            Probable Solution                                                           Response
         h) Precinct E6- 0.6;
         i) Precinct E7- 0.6;
         j) Precinct RES- 0.6; and
         k) Precinct REC/MU- 0.1.
 Flooding and drainage
 O17     Buildings and other works are designed and         S17.1     For new buildings or structures or additions of more than          R17.1 Complies
         sited to—                                                    50m2 gross floor area to an existing building or structure,        The Engineering Report prepared for the proposed development
         a) provide flood free access to premises                     floor levels for habitable rooms are not less than the specified   identifies that the proposal will be above regional flood events.
            and flood free habitable areas;                           minimum floor levels;
                                                                                                                                         Refer to Appendix E – Engineering Report.
         b) allow only minor, short term and                          AND
            infrequent flooding of non-habitable            S17.2     Where Council infrastructure is available—                         R17.2 Not Applicable
            areas;
                                                                      a) any drainage (including buildings and yards) flows to that      Council infrastructure is not available. All stormwater flows will be to
         c) ensure carparking areas can be                            infrastructure; and                                                Eenie Creek via the existing drainage line in Covenant J. Stormwater
            adequately drained;                                                                                                          detention is provided to ensure no increase in peak flow to the
                                                                      b) the infrastructure has the capacity to accept any additional
         d) ensure drainage does not adversely                        loading;                                                           drainage line.
            impact upon other premises; and                                                                                              For further detail refer to Appendix E – Engineering Report.
         e) ensure filling or excavation does not
            adversely impact upon other premises            S17.3     For Residential Uses—                                              R17.3 Not Applicable
            by—                                                       a) where slab on ground construction is used, filling does not     The proposal does not involve residential development.
            i. causing ponding on the site or nearby                      extend more than 1m beyond the building footprint and
               land;                                                      access to car parking areas, measured from the outer
                                                                          walls of the building ; or
            ii. increasing flooding, which adversely
                affects the safety or use of any land                 b) the design consists of a suspended floor construction;
                upstream and downstream; and
                                                            S17.4     Car parking and manoeuvring areas are constructed at a             R17.4 Complies
            iii. adversely affecting the flow of water in             level that permits the parking area to drain from the site by      Mechanical pumping is not proposed as part of the stormwater
                any overland flow path.                               gravity means, without the need for mechanical pumping;            management arrangements for the site.
                                                                      AND                                                                Refer to Appendix E – Engineering Report.
                                                            S17.5     Basements for residential uses have flood immunity above           R17.5 Not Applicable
                                                                      the Q100 where alternative means to mechanical pumping             The proposal does not involve residential development.
                                                                      are used to achieve such immunity; or
                                                            S17.6     Basements for non-residential uses have flood immunity             R17.6 Not Applicable
                                                                      above the Q100 that may be achieved by means of                    Mechanical pumping is not required.
                                                                      mechanical pumping where the mechanical feature is
                                                                      installed with adequate holding tanks and an alternative back      For further detail refer to Appendix E – Engineering Report.
                                                                      up power source.
 Sloping sites
 O18     Development on sloping sites—                      S18.1     Buildings and associated accessways are not constructed on         R18 Not Applicable
          a) is responsive to the natural topography                  land with a slope greater than 1 in 4 (25%);                       The site is not a sloping site greater than 1 in 4.
            of the site and minimises cut and fill;                   AND



December 2014                                                                               Cardno HRP                                                                                                 A7