6. Appendix C - Noosa Assessment Benchmark Assessment

Division 16 – Existing Services Code
Table 9.4.4.3.1 – Existing Services Code
Performance Outcomes                  Acceptable Outcomes                 Response

Setbacks and Easements

O1                                    S1.1                                To be resolved in detailed design.
                                                                          Noted existing authority sewer
Development near a sewer, water
                                      The footing of any structure or     pressure main traverses site.
main, stormwater drain, overland
                                      building is located clear of the
flow path or associated structure
                                      zone of influence but no closer
does not—
                                      than 1.5m (measured
a) adversely affect the function of   horizontally) from infrastructure
the service;                          including sewers, water mains
b) place an additional load on the    and stormwater structures;
service; and
                                      S1.2                                To be resolved in detailed design.
c) unduly increase future
maintenance costs.                    No building or structure
                                      overhangs the zone of
                                      influence;

                                      S1.3                                As per the proposal.

                                      Finished surface levels maintain
                                      a minimum of 600mm of cover,
                                      but no greater than 3m of cover
                                      to the underground
                                      infrastructure;

                                      S1.4                                To be resolved in detailed design.

                                      If the existing surface level is
                                      altered, surface level services
                                      including manholes and
                                      inspection points are altered to
                                      match the new surface level;

                                      S1.5                                To be resolved in detailed design.

                                      Alterations are constructed in
                                      accordance with Section 4 of
                                      PSP5 –Engineering Design
                                      Standards – Roads, Drainage
                                      and Earthworks and applicable
                                      water and sewerage design
                                      standards;

                                      S1.6                                To be resolved in detailed design.

                                      Existing services are relocated
                                      and the design and construction
                                      of the relocated services is in
                                      accordance with Section 4 of
                                      PSP5 –Engineering Design
                                      Standards – Roads, Drainage
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