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MCU14/0056 - Attachment G - Engineering Report & Stormwater Management Plan
Plans and drawings
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Water Supply & Sewerage Reticulation Code
Water Supply & Sewerage Reticulation Code
Specific Outcomes Acceptable Solutions/Probable Solutions Compliance
to Council. expense.
Table 14-63 Sewerage reticulation
14.165 Design and construction (sewer)
O8 Sewerage reticulation infrastructure— S8.1 Sewerage reticulation infrastructure is designed in The proposed development works will
a) meets the needs of the users; accordance with PSP6 Engineering Design Standards – comply with this requirement, with
b) is designed to be compatible with existing Water and Sewerage the proposed internal sewer
infrastructure; and reticulation being privately owned
c) is designed using materials that are suitable of and constructed in accordance with
the use, durable, easy to maintain and cost AS3500.
effective, taking into account the whole of life Sewer reticulation will be designed
cycle cost and Council’s maintenance inventory. and constructed in accordance with
SEQ D & C Code and PSP6 Engineering
Design Standards – Water and
Sewerage.
O9 Sewerage reticulation infrastructure is S9.1 Sewerage reticulation infrastructure is constructed in The proposed development works will
constructed— accordance with PSP6 – Engineering Design Standards — comply with this requirement, with
a) in accordance with appropriate engineering Water and Sewerage and As Constructed data submitted in the proposed internal sewer
standards; and accordance with PSP6 – Engineering Design Standards — reticulation being privately owned
b) to minimise adverse environmental impacts Water and Sewerage; AND and constructed in accordance with
AS3500.
Sewer reticulation will be designed
and constructed in accordance with
SEQ D & C Code and PSP6 Engineering
Design Standards – Water and
Sewerage.
S9.2 Erosion and sediment control measures are designed The proposed development will
and implemented in accordance with the Institution of incorporate erosion and sediment
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