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Appendix D_Engineering Report
Attached to the e-mail MCU15/0109 IDAS Forms, Planning Report & Engineering Report - Links Drive Noosa Heads.
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Original PDF page 30, section 1. The text section number identifies this passage in the reader.
Existing Services Code – The Noosa Plan
Performance Criteria and Acceptable Solutions
Setbacks and easements S14.1 The footing of any structure or building RO14.1 Not applicable.
O14 is located clear of the zone of influence but no
Development near a sewer, water main, stormwater closer than 1.5m (measured horizontally) from
drain, overland flow path or associated structure infrastructure including sewers, water mains
does not— and stormwater structures;
a) adversely affect the function of the service; AND
b) place an additional load on the service; and S14.2 No building or structure overhangs the RO14.2 Not applicable.
c) unduly increase future maintenance costs. zone of influence;
AND
S14.3 Finished surface levels maintain a RO14.3 Not applicable.
minimum of 600mm of cover, but no
greater than 3m of cover to the
underground infrastructure;
AND
S14.4 If the existing surface level is altered,
surface level services including manholes and RO14.4 Not applicable.
inspection points are altered to match the new
surface level;
AND
S14.5 Alterations are constructed in accordance
RO14.5 Acknowledged.
withPSP6 –Engineering Design Standards —
Water and Sewerage and Section 4 of PSP5 –
Engineering Design Standards – Roads,
Drainage and Earthworks;
OR
S14.6 Existing services are relocated and the
RO14.6 Not applicable.
design and construction of the relocated services
is in accordance with PSP6 – Engineering Design
Standards — W ater and Sewerage and Section 4
of PSP5 – Engineering Design Standards –
Roads, Drainage and Earthworks.
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