Original source · versioned page text
EngSWMP
Attached to the e-mail Response to Information Request MCU16/0079 (email 2 of 3).
1 Memorial Avenue Tewantin, QLD 4565
Water Supply & Sewerage Reticulation Code
Water Supply & Sewerage Reticulation Code
Specific Outcomes Acceptable Solutions/Probable Solutions Compliance
O9 Sewerage reticulation infrastructure is S9.1 Sewerage reticulation infrastructure is The proposed development
constructed— constructed in accordance with PSP6 – Engineering works will comply with this
a) in accordance with appropriate Design Standards — Water and Sewerage and As requirement, with the proposed
engineering Constructed data submitted in accordance with internal sewer reticulation being
standards; and PSP6 – Engineering Design Standards — Water and constructed in accordance with
b) to minimise adverse environmental Sewerage; AND AS3500.
impacts 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 The proposed development
designed and implemented in accordance with the works will comply with this
Institution of Engineers Australia (Queensland requirement and will incorporate
Division) Soil Erosion and Sediment Control - erosion and sediment control
Guidelines for Queensland Construction Sites. measures as shown in Appendix
D. Civil engineering design
drawings for ESC will be done
during detailed design stage to
ensure correct timing with
construction stages.
O10 Sewerage reticulation infrastructure is No solution provided. The proposed development
proven to be suitable for its use prior to works will comply with this
Council accepting the dedicated asset. requirement, with the proposed
internal sewer reticulation being
constructed in accordance with
AS3500.
Sewer reticulation will be
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