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MCU14/0106 & OPW15/0001 Town Planning Report & Appendix A Code Compliance
Original PDF page 186, section 1. The text section number identifies this passage in the reader.
Town Planning Report
28 Eenie Creek Road, Noosaville and parts of the road reserves of Hofmann Drive and Walter Hay Drive
A16 – Water Supply and Sewerage Reticulation Code
The below code response has been prepared by Cardno HRP and Cardno Engineering. In addition to the Town Planning Report, reference should be made to the
Engineering Report (Appendix E) in reading this code response.
Table 14-62 Water supply
Specific Outcome Probable Solution Response
14.164 Design and construction (water)
O1 Water supply infrastructure— S1.1 Water supply infrastructure is designed in accordance with R1.1 Will Comply
a) meets the needs of the users; PSP6 –Engineering Design Standards — Water and Detailed design of water supply infrastructure will be undertaken in
Sewerage and As Constructed data submitted in accordance accordance with the relevant Design Standards.
b) is designed to be compatible with existing with PSP6 –Engineering Design Standards — Water and
infrastructure; and Sewerage. Refer to Appendix E – Engineering Report.
c) is designed using materials that are
suitable for the use, durable, easy to
maintain and cost effective, taking into
account the whole of life cycle cost and
Council’s maintenance inventory.
O2 Water supply infrastructure is constructed— S2.1 Water supply infrastructure is constructed in accordance with R2.1 Will Comply
a) in accordance with appropriate PSP6 –Engineering Design Standards — Water and Construction of water supply infrastructure will be undertaken in
engineering standards; and Sewerage; accordance with the relevant Design Standards.
b) to minimise adverse environmental AND Refer to Appendix E – Engineering Report.
impacts.
S2.2 Erosion and sediment control measures are designed and R2.2 Will Comply
implemented in accordance with the Institution of Engineers Refer to Appendix E – Engineering Report.
Australia (Queensland Division) Soil Erosion and Sediment
Control - Guidelines for Queensland Construction Sites.
O3 Water supply infrastructure is proven to be No solution provided. R3 Alternative Solution (as no Probable Solution is provided)
suitable for its use prior to Council An appropriate maintenance period can be conditioned as required.
accepting the dedicated asset.
O4 Water supply infrastructure is provided with No solution provided. R4 Alternative Solution (as no Probable Solution is provided)
all supporting technical documentation. Technical documentation associated with any relevant infrastructure
(e.g. valves and fittings) will be provided.
O5 Where buildings or other structures are in S5.1 The footing of any building or structure is located clear of the R5 Alternative Solution
proximity to State or Council’s water supply zone of influence but no closer than 1.5m (measured Design to be undertaken to ensure the requirements of O5 are met.
infrastructure, provision is made to protect horizontally) from infrastructure including sewers, water mains
the infrastructure from physical damage and and stormwater structures; Refer to Appendix E – Engineering Report.
to allow ongoing maintenance by Council. AND
S5.2 A registered easement in favour of Council is created over all
underground infrastructure located in private property;
AND
December 2014 Cardno HRP A105
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