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Planning Assessment Report · MCU19/0008

Attached to the e-mail Detached House in Coastal Protection Area - MCU19/0008.

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22 Arakoon Crescent, Sunshine Beach
PLANNING ASSESSMENT REPORT


 Water supply infrastructure
 O8                                                         S8
 Existing water supply infrastructure, including pipeline   Buildings and structures are setback a minimum of          The site is not located within 20 metres of a water
 corridor, is protected from incompatible development       20m from a water supply pipeline as shown on               supply pipeline.
 to ensure the safety and reliability of water supply       Overlay Map OM3.5.
 network.
 Steep slopes and landslide hazard areas
 O9                                                         S9.1
 Detached houses, ancillary dwelling units and              If on premises identified as a landslide hazard area on    The proposal will not include the removal of
 associated uses are sited or constructed to maintain       Overlay Maps OM1.3–9.3, or on steep slopes the use         vegetation, significant filling or excavation or an
 the safety of people and property from the risk of         does not –                                                 onsite effluent disposal system.
 landslide.                                                 a) involve the removal of vegetation other than grass
                                                            from use areas; or
                                                            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; or
                                                            c) involve cut or fill with a depth of more than 2m
                                                            relative to natural ground level; or
                                                            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
                                                            S9.2
                                                            A site specific geo‐technical report prepared by a
                                                            registered professional engineer either –
                                                            a) certifies that the site is not at risk from landslide
                                                            emanating from the site or from other land; or
                                                            b) identifies methods of stabilising all buildings,
                                                            accessways and use areas.
                                                            AND


                                                                                                                                                                        TP19/5080
 © Bartley Burns Certifiers & Planners                                                                                                                                   P a g e | 19

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