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Appendix E - Local Code Response
Attached to the e-mail MCU15/0095 & REC15/0022 Traffic report, Code responses, , Meeting notes (3 of 3).
Table 14-63 Sewerage reticulation
SPECIFIC OUTCOMES PROBABLE SOLUTIONS (if code assessable) ASSESSMENT
14.165 Design and construction (sewer)
O8 Sewerage reticulation infrastructure— S8.1 Sewerage reticulation infrastructure is designed in S8.1 The proposed development complies
with PSP6 Engineering Design Standards –
a) meets the needs of the users; accordance with PSP6 Engineering Design Standards –
Water and Sewerage.
Water and Sewerage.
b) is designed to be compatible with
existing infrastructure; and
c) is designed using materials that are
suitable of the use, durable, easy to
maintain and cost effective, taking into
account the whole of life cycle cost
and Council’s maintenance inventory.
O9 Sewerage reticulation infrastructure is S9.1 Sewerage reticulation infrastructure is constructed in S9.1 The construction drawings will be
constructed— accordance with PSP6 – Engineering Design Standards — designed in accordance with the PSP6 –
Water and Sewerage and As Constructed data submitted in Engineering Design Standards — Water
a) in accordance with appropriate
accordance with PSP6 – Engineering Design Standards — and Sewerage and Erosion and sediment
engineering standards; and
Water and Sewerage; AND control measures - Institution of Engineers
b) to minimise adverse environmental
Australia (Queensland Division) Soil
impacts S9.2 Erosion and sediment control measures are designed
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