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2017-07-04_Request Extension to Currency Period_FINAL · 152006.1999.2

Attached to the e-mail Request for Extension to Currency Period - 152006.1999.2 - 191 Hollett Rd, Noosaville.

of 17

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              Specific Outcomes                            Probable Solutions                           Comments
 b) allow only minor, short term and          are available—not less than the              A dwelling house on each lot will
 infrequent flooding of non-habitable         specified level;                             need to comply with relevant
 areas;                                       b) for areas where flood modelling is        freeboard and habitable floor levels
 c) ensure carparking areas can be            available—a minimum of 300mm                 requirements (if necessitated) as
 adequately drained;                          above the modelled flood level; and          part of subsequent building works
 d) ensure drainage does not adversely        c) for areas where flood modelling is not    application approval process in
 impact upon other premises; and              available, a minimum of 300mm                accordance with QDC, BCA and
 e) ensure filling or excavation does not     above the highest known flood level;         Council’s requirements at the time
 adversely impact upon other premises         AND                                          of lodgement.
 by—                                          S11.2 Where Council infrastructure is
           i.      causing ponding of         available—
                   water on the site or       a) any drainage (from buildings and
                   nearby land;               land) flows to that infrastructure; and
          ii.      increasing flooding,       b) the infrastructure has the capacity to
                   which adversely affects    accept any additional loading;
                   the safety or use of any   AND
                   land upstream and          S11.3 For Residential Uses—
                   downstream; and            a) where slab on ground construction is
           iii.    adversely affecting the    used, filling does not extend more than
                   flow of water in any       1m beyond the building footprint and
                   overland flow path.        access to car parking areas, measured
                                              from outer 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 pumping; or
                                              S11.5 Basements for residential uses
                                              have flood immunity above the 1% AEP
                                              defined flood event where alternative
                                              means to mechanical pumping are used
                                              to achieve such immunity; or
                                              S11.6 Basements for non-residential
                                              uses have flood immunity above the 1%
                                              AEP defined flood event 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                                S12.1 Buildings are of split level design    O12 - Not Applicable. The site is not
 O12 On sloping sites, buildings and          that step down the slope or have             subject to steep land.
 structures are designed to maximise the      suspended floor construction;
 use of natural slope and minimise the        AND
 need for cut and fill.                       S12.2 Cut or fill is less than 2m in depth
                                              relative to natural ground surface;
                                              AND
                                              S12.3 The distance between the ground
                                              and the lowest part of the floor of the
                                              building does not exceed 3m.
 Roof form                                    S13.1 Except for the Business Centre         S13.1 & S13.2 - A dwelling house on
 O13 Roof forms—                              Zone, the main roof of the building has a    each lot will need to comply with




JFP Ref: M1775 REV. A                                                                                                     Page 12

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