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Water Supply and Sewerage Reticulation Code
WATER SUPPLY AND SEWERAGE RETICULATION CODE
Water supply31
COLUMN 1 COLUMN 2 ASSESSMENT
SPECIFIC OUTCOMES PROBABLE SOLUTIONS (if code assessable)
Design and construction (water)
O1 S1.1 Complies with the Probable Solution
Water supply infrastructure Water supply infrastructure is designed in The water supply infrastructure will be designed in
a) meets the needs of the users; accordance with Section 3 of PSP6 Engineering accordance with Council s standards.
b) is designed to be compatible with existing Design Standards Water and Sewerage and As
infrastructure; and Constructed data submitted in accordance with
c) is designed using materials that are suitable for Section 7 of PSP6 Engineering Design Standards
the use, durable, easy to maintain and cost Water and Sewerage.
effective, taking into account the whole of life
cycle cost and Council s maintenance inventory.
O2 S2.1 Complies with the Probable Solution
Water supply infrastructure is constructed Water supply infrastructure is constructed in The water supply infrastructure will be designed in
a) in accordance with appropriate engineering accordance with Section 6 of PSP6 Engineering accordance with Council s standards.
standards; and Design Standards Water and Sewerage;
b) to minimise adverse environmental impacts. AND
S2.2
Erosion and sediment control measures are
designed and implemented in accordance with the
Institution of Engineers Australia (Queensland Division)
Soil Erosion and Sediment Control - Guidelines for
Queensland Construction Sites.
O3 S3.1 Can comply
Water supply infrastructure is proven to be suitable No solution provided. This can be conditioned as part of an approval.
for its use prior to Council accepting the dedicated
asset.
O4 S4.1 Can comply
Water supply infrastructure is provided with all No solution provided.
supporting technical documentation.
31 Council may require Water Supply Headworks contributions in accordance with PSP17
Water Supply and Sewerage Reticulation Code Page 1
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COLUMN 1 COLUMN 2 ASSESSMENT
SPECIFIC OUTCOMES PROBABLE SOLUTIONS (if code assessable)
O5 S5.1 Complies with the Probable Solution
Where buildings or other structures are in proximity The footing of any building or structure is located The building will be located appropriately.
to Council s water supply infrastructure, provision clear of the zone of influence but no closer than 1.5m
is made to protect the infrastructure from physical (measured horizontally) from infrastructure
damage and to allow ongoing maintenance by including sewers, water mains and stormwater
Council. structures;
AND
S5.2 Can comply
A registered easement in favour of Council is This can be conditioned as part of the
created over all underground infrastructure located development.
in private property;
AND
S5.3 Can comply
The width of the easement is the greater of 3m or This can be conditioned as part of the
the width of the zone of influence; development.
AND
S5.4 Can comply
The easement is centred over the centreline of the This can be conditioned as part of the
infrastructure. development.
O6 S6.1 Complies with the Probable Solution
Alignment of water supply infrastructure allows for Infrastructure is designed and constructed on the The water supply infrastructure will be designed in
easy access for the ongoing maintenance by Council. preferred alignments in accordance Section 3 of accordance with Council s standards.
PSP6 Engineering Design Standards Water and
Sewerage.
O7 S7.1 Can comply
Any alterations or repairs to infrastructure as a Any alterations or repair to infrastructure as a This can be conditioned as part of the
result of the development are made at no cost to result of the development are completed at the development.
Council. developer s expense.
Water Supply and Sewerage Reticulation Code Page 2
Page 3
Sewerage reticulation32
COLUMN 1 COLUMN 2 ASSESSMENT
SPECIFIC OUTCOMES PROBABLE SOLUTIONS (if code assessable)
Design and construction (sewer)
O8 S8.1 Complies with the Probable Solution
Sewerage reticulation infrastructure Sewerage reticulation infrastructure is designed in The sewerage infrastructure will be designed in
a) meets the needs of the users; accordance with Sections 4 and 5 of PSP6 accordance with Council s standards.
b) is designed to be compatible with existing Engineering Design Standards Water and
infrastructure; and Sewerage.
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 S9.1 Complies with the Probable Solution
Sewerage reticulation infrastructure is Sewerage reticulation infrastructure is constructed The sewerage infrastructure will be designed in
constructed in accordance with Section 6 of PSP6 Engineering accordance with Council s standards.
a) in accordance with appropriate engineering Design Standards Water and Sewerage and As
standards; and Constructed data submitted in accordance with
b) to minimise adverse environmental impacts Section 7 of PSP6 Engineering Design Standards
Water and Sewerage;
AND
S9.2 Complies with the Probable Solution
Erosion and sediment control measures are The sewerage infrastructure will be designed in
designed and implemented in accordance with the accordance with Council s standards.
Institution of Engineers Australia (Queensland Division)
Soil Erosion and Sediment Control - Guidelines for
Queensland Construction Sites.
O10 S10.1 Can comply
Sewerage reticulation infrastructure is proven No solution provided.
to be suitable for its use prior to Council accepting
the dedicated asset.
O11 S11.1 Can comply
Sewerage reticulation infrastructure is provided No solution provided.
with all supporting technical documentation.
32 Council may require Sewerage Headworks Contributions in accordance with PSP16.
Water Supply and Sewerage Reticulation Code Page 3
Page 4
COLUMN 1 COLUMN 2 ASSESSMENT
SPECIFIC OUTCOMES PROBABLE SOLUTIONS (if code assessable)
O12 S12.1 Complies with the Probable Solution
Where buildings or other structures are developed The footing of any structure or building is located The building will be located appropriately.
adjacent to Council s sewerage reticulation clear of the zone of influence but no closer than 1.5m
infrastructure, satisfactory provision is made to (measured horizontally) from infrastructure
protect the infrastructure from physical damage including sewers, water mains and stormwater
and to allow ongoing maintenance by Council. structures;
AND
S12.2 Can comply
A registered easement in favour of Council is This can be conditioned as part of the
created over all underground infrastructure located development.
in private property;
AND
S12.3 Can comply
The width of the easement is the greater of 3m or This can be conditioned as part of the
the width of the zone of influence; development.
AND
S12.4 Can comply
The easement is centred over the centreline of the This can be conditioned as part of the
infrastructure. development.
O13 S13.1 Complies with the Probable Solution
Alignment of sewerage reticulation infrastructure is Infrastructure is constructed on the preferred The sewerage infrastructure will be designed in
to allow for easy access for the ongoing maintenance alignments in accordance with Section 4 of PSP6 accordance with Council s standards.
by Council. Engineering Design Standards Water and Sewerage.
O14 S14.1 Can comply
Any alterations or repairs to infrastructure as a Any alterations or repair to infrastructure as a This can be conditioned as part of the
result of the development are made at no cost to result of the development are completed at the development.
Council. developer s expense.
Water Supply and Sewerage Reticulation Code Page 4