Appendix C- Serviceability Report · MCU23/0078

Performance outcomes                                               Acceptable Outcomes
Sloping sites
PO9                                                                AO9
On sloping sites development follows the natural landform          Cut or fill is less than 1.5 metres in depth relative to the
wherever practical and excavation or filling is minimal.           natural ground level.


Infrastructure protection
PO10
Earthworks and vehicular access do not adversely impact on the     No acceptable outcome provided
capacity, operations and maintenance of existing infrastructure.

Environmental protection
PO11
Earthworks minimise any adverse impact upon groundwater,       No acceptable outcome provided
watercourses, drainage lines, wetlands, and native vegetation.
Dams
PO12                                                               AO12.1
Dam location and construction does not impact upon                 Where the site is in the Rural zone—
neighbouring properties or road reserves, in terms of—             (a)   the land has a slope of less than 25% (1:4);
(a)     hydrology;                                                 (b)   the earthworks including cut and fill batters and retaining
(b)     alteration of existing overland flow paths and patterns;         walls are setback a minimum of 50 metres from the
(c)     landslide or failure of dam wall; and                            property boundary; and

(d)     effluent disposal areas.                                   (c)   the size of the lot is greater than 5 hectares.

                                                                   AO12.2
                                                                   Where the site is in the Rural residential zone or the Rural
                                                                   zone and the lot is less than 5 hectares:
                                                                   (a)   the land has a slope of less than 1:6;
                                                                   (b)   the earthworks including cut and fill batters and retaining
                                                                         walls are setback a minimum of 20 metres from the
                                                                         property boundary; and
                                                                   (c)   the dam work involves less than 500m³ of material.

                                                                   AO12.3
                                                                   For all other zones—
                                                                   No acceptable outcome provided



9.4.3                Existing Services Code

9.4.3.1              Application
(1)   This code applies to assessable development identified as requiring assessment against the Existing Service Code by the tables
      of assessment in Part 5 (Tables of Assessment).
(2)   All provisions in this code are assessment benchmarks for applicable assessable development.

9.4.3.2              Purpose and Overall Outcomes
(1)   The purpose of the Existing Services Code is to ensure existing underground infrastructure is protected from damage
      caused by development.
(2)   The overall outcomes sought for the Existing services code are:


                                                NOOSA PLAN 2020 ­ AMENDED AT 25 SEPTEMBER 2020                              Page 93 of 150