34-42 Tallawong Road
Riverstone East
LOTS 68 & 69, DP 30816
Residential Subdivision—
Water, Wastewater & Utilities Servicing
Strategy
FOR / Water, Wastewater & Utilities
CLIENT / Metro Award Group
DOCUMENT NO / S17162-RPT-W-001 REV /B DATE / 31/08/2017
bgeeng.com—
34-42 TALLAWONG ROAD RIVERSTONE EAST
S17162-RPT-W-001.docx / Rev B / Date 31/08/17 Page i
CONTENTS
1 INTRODUCTION 2
2 WATER SERVICING 3
3 WASTEWATER SERVICING 4
4 UTILITIES 5
4.1 Electrical 5
4.2 Telecommunications 5
4.3 Gas 5
5 CONCLUSION 7
Appendices
Appendix A Water Servicing Sketch Plan
Appendix B Wastewater Servicing Sketch Plan
Appendix C DBYD Existing Water Mains
Appendix D SW Funding Infrastructure to Service Growth Policy
Appendix E Email Correspondence
Appendix F Sewage Flow Schedule Summary
Appendix G Dial Before You Dig (DBYD) Utilities
Document Control
Revision Date Description Prepared Reviewed Approved
A 09/08/17 Draft for Review CV BMF DF
B 31/08/17 Final CV BMF DF
A person using BG&E Pty Ltd documents or data accepts the risks of:
a) Using the documents or data in electronic form without requesting and checking
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34-42 TALLAWONG ROAD RIVERSTONE EAST
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1 INTRODUCTION
Metro Award Group are seeking to submit a Development Application (DA) and broader Planning Proposal
for 34-42 Tallawong Road Rouse Hill. The submissions will include a site layout, including roads and the
public domain, and the building envelopes (including basement) to accommodate 630 residential dwellings
and 2 x neighbourhood shops. As part of BG&E’s engagement, water, wastewater & utilities servicing of the
proposed Development need to be considered and investigated. This report documents the findings of the
investigation and the preferred water and wastewater servicing strategy (for water and wastewater supply
up to the site boundary) for 34-42 Tallawong Road Development.
It is understood that the proposed development of 34-42 Tallawong Road will consist of three storey
apartment blocks, with a mix of 1, 2 and 3 bedroom units. First occupancy is planned from early 2021, with
at least one of the two blocks being complete and not the whole development. Figure 1 shows the location
of 34-42 Tallawong Road site. The site is located within the suburb of Riverstone East, within the Blacktown
City Council Local Government Area (LGA).
Figure 1 - Locality Plan
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S17162-RPT-W-001.docx / Rev B / Date 31/08/17 Page 3
2 WATER SERVICING
Currently there is no existing water reticulation supply to 34-42 Tallawong Road.
There is an existing DN450 DICL water main and existing DN600 DICL water main in Tallawong Road,
adjacent to the proposed development at 34-42 Tallawong Road. The existing DN600 main is a trunk outlet
water main from the Rouse Hill Reservoir in Cudgegong Road and the existing DN450 main is a water
distribution main. Reticulation connections to these mains will not be permitted.
There is an existing DN250 DICL water main in Schofields Road adjacent to the corner of Schofields
Road/Tallawong Road. Refer Appendix C Dial Before You Dig (DBYD) Existing Water Mains.
A meeting was held with Manu Black from Sydney Water and Michael Mariano from the Planning
Department on 28 July 2017 (Refer Appendix E Email Correspondence). Sydney Water stated that the most
likely way to service 34-42 Tallawong Road, would be for the Developer to connect to the existing DN250
DICL water main at the corner of Schofields Road/Tallawong Road, and install approximately 500m DN250
water main along Tallawong Road. DN150 offtakes from the DN250 water main would be provided for
Developer delivered reticulation within the proposed development at 34-42 Tallawong Road. Sydney Water
stated there would likely be a cross connection from the proposed DN250 water main to the existing
DN450 DICL water main in Tallawong Road, in order to prevent any “dead” ends in the system, thus leading
to water quality issues. Sydney Water also stated there would likely be a DN250 offtake for future
extension of the water main along Tallawong Road. Refer Appendix A Water Servicing Sketch Plan which
shows the proposed DN250 water main.
Refer Appendix D Sydney Water (SW) Funding Infrastructure to Service Growth Policy. According to Sydney
Water’s policy, both the Developer and Sydney Water shall contribute to the funding required for water
mains required which supply both the Developer’s site and adjacent/other land in the precinct.
Also refer Infrastructure Precinct Planning Report Post Exhibition, Riverstone East, April 2016, Department
of Planning & Environment, Mott Macdonald. 34-42 Tallawong Road falls within Sydney Water’s Early
Activation Sub-Precinct (EAP), within Riverstone East. The development of 3700 lots has been allowed for
within the EAP. It is estimated 34-42 Tallawong Road alone will yield approximately 315 units at the
completion of the first apartment block by early 2021 (and ultimately 630 units in total once the second
apartment block is complete thereafter).
Once an application is submitted to Sydney Water, SW will confirm the size, length and location of the
water main, connections to the existing water mains, timing, capacity modelling, as well as funding
requirements.
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3 WASTEWATER SERVICING
Currently there is no existing wastewater system that services 34-42 Tallawong Road.
There is an existing wastewater carrier west of Oak Street, which follows the First Ponds Creek, and
discharges to the Riverstone Sewage Treatment Plant.
Sydney Water are delivering 140m long DN375 Riverstone East Wastewater Lead-in (3-WW-RE-02) by June
2018.
A meeting was held with Manu Black from Sydney Water and Michael Mariano from the Planning
Department on 28 July 2017 (Refer Appendix E Email Correspondence). Sydney Water stated that it had
plans to extend the DN375 Riverstone East Wastewater Lead-in, 3-WW-RE-02, 860m up to Tallawong Road
by 2018/2019.
34-42 Tallawong Road Development falls within the catchment area of the Sydney Water Riverstone East
Wastewater Lead-in, 3-WW-RE-01. In order to service 34-42 Tallawong Road, a DN300 outlet sewer,
approximately 200m long, would need to be installed adjacent to Tallawong Road, and connect to 3-WW-
RE-02. This main would need to be delivered by the Developer. 34-42 Tallawong Road internal sewer
reticulation (DN150/225) will connect to the DN300 outlet sewer main in Tallawong Road. Refer Appendix B
Wastewater Servicing Sketch Plan which shows the proposed DN300 outlet sewer. Also refer Appendix F
Sewage Flow Schedule Summary, which shows the estimated flows from the 34-42 Tallawong Road, and
likely outlet sewer size.
Refer Appendix D Sydney Water (SW) Funding Infrastructure to Service Growth Policy. According to Sydney
Water’s policy, both the Developer and Sydney Water shall contribute to the funding required for
wastewater mains required which supply both the Developer’s site and adjacent/other land in the precinct.
Also refer Infrastructure Precinct Planning Report Post Exhibition, Riverstone East, April 2016, Department
of Planning & Environment, Mott Macdonald. 34-42 Tallawong Road falls within Sydney Water’s Early
Activation Sub-Precinct (EAP), within Riverstone East. A capacity of 3700 lots has been allowed for within
the EAP. It is estimated 34-42 Tallawong Road alone will yield approximately 315 units at the completion of
the first apartment block by early 2021 (and ultimately 630 units in total once the second apartment block
is complete thereafter).
Once an application is submitted to Sydney Water, SW will confirm the size, length and location of the
wastewater main, connections to the existing wastewater mains, timing, capacity modelling, as well as
funding requirements.
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4 UTILITIES
Refer Appendix G Dial Before You Dig Utilities Information undertaken on 10 July 2017, which show both
existing and planned utilities near the proposed development.
4.1 Electrical
There are existing Endeavour Energy overhead power lines adjacent to the proposed development on
Tallawong Road, which have been installed as part of the Tallawong Road widening works (for the North
West Rail Link, Cudgegong Road Station). It is proposed that the development be serviced from the existing
overhead power lines adjacent to Tallawong Road. The capacity of the existing system would need to be
confirmed upon application to Endeavour Energy. Refer Infrastructure Precinct Planning Report Post
Exhibition, Riverstone East, April 2016, Department of Planning & Environment, Mott Macdonald.
Endeavour Energy has plans to construct and commission two new substations to supply the Riverstone
East Precinct by 2018-2019.
Endeavour Energy has provided a preliminary servicing strategy for the EAP. The existing Schofields zone
substation located on Schofields Road, west of the site has capacity to provide this area with an additional
1400 lots. To achieve the maximum 1400 lots, two new feeders would be required to be brought from the
substation, along Schofields Road and into the site. The proposed feeders can be distributed via the existing
overhead network and enter the site along Gordon Road, via Boundary Road or along Tallawong Road.
4.2 Telecommunications
There is no existing NBN in Tallawong Road or Macquarie Road. There is an existing NBN network in
Schofields Road. There are existing Telstra lines adjacent to the proposed development in Tallawong Road.
It is proposed to supply and reticulate telecommunications for the development by extension of the
existing NBN network from Schofields Road.
Both Telstra and NBN Co have advised that the existing main conduit infrastructure is sufficient to provide
reticulation to an EAP within the Site area (approximately 1000 lots). They have outlined that they only
assess infrastructure improvements at a development stage. Depending on the number of lots, protocol is
generally to lodge an application with Telstra if the development is less than 100 lots and NBN Co if it is
greater than 100 lots. The application will be assessed and servicing provided as needed, including lead- ins.
They have however indicated that should any major roads be upgraded outside of a development, they
should be notified such that they can provide major conduits as needed.
4.3 Gas
The DBYD data indicates proposed Jemena gas mains planned to be installed in Tallawong Road and
Cudgegong Road (23/09/2016), to supply the development. An application must be lodged with Jemena for
capacity assessment.
Jemena have outlined that the existing 300kPa system within the site has sufficient capacity to supply
approximately 1000 proposed lots for the EAP. However, new secondary mains extended from the feeder
34-42 TALLAWONG ROAD RIVERSTONE EAST
S17162-RPT-W-001.docx / Rev B / Date 31/08/17 Page 6
mains would be required to service any new developments. These can be designed in detail at subsequent
stages of planning.
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5 CONCLUSION
There appears to be no major constraints or issues with provision of water, wastewater and utilities to
service the proposed development at 34-42 Tallawong Road.
For water supply to the proposed Development, the Developer will need to submit an application to Sydney
Water (via a Water Service Co-ordinator) to connect to the existing DN250 DICL water main at the corner of
Schofields Road/Tallawong Road, and install approximately 500m DN250 water main along Tallawong Road.
DN150 offtakes from the DN250 water main would need to be installed adjacent to the Development for
internal water reticulation.
For wastewater supply to the proposed Development, the Developer will need to submit an application to
Sydney Water (via a Water Service Co-ordinator) to connect to the planned Sydney Water Riverstone East
Wastewater Lead-in, 3-WW-RE-01, and install approximately 200m DN300 outlet sewer main adjacent to
Tallawong Road. 34-42 Tallawong Road internal sewer reticulation (DN150/225) will connect to the DN300
outlet sewer main in Tallawong Road.
For utilities (electrical, telecommunications and gas), applications will need to be lodged with the relevant
supply authorities for assessment of existing capacity and proposed extensions.
Refer Infrastructure Precinct Planning Report Post Exhibition, Riverstone East, April 2016, Department of
Planning & Environment, Mott Macdonald. The overall existing network has capacity for a number of new
dwellings in the precinct. Lead-in works are likely required to be constructed to utilise the existing bulk
systems. The existing bulk systems will be upgraded to cater for the precinct development, however timing
of the upgrades will be market driven.
APPENDIX A
Water Servicing
Sketch Plan
60.0
60.0
60.0
60.060.0
65.0
56.0
56.0
56.5
56.5
56.5
57.0
57.0
57.0
57.0
57.5
57.5
57.5
58.0
58.0
58.0
58.5
58.5
58.558.5
59.0
59.0
59.0
59.0
59.0
59.5
59.5
59.5
59.5
59.5
59.5
60.5
60.5
60.5
60.5
60.5
61.0
61.0
61.0
61.0
61.5
61.5
61.5
61.5
62.0
62.0
62.0
62.5
62.5
62.5
62.5
63.0
63.0
63.063.0
63.5
63.5
64.0
64.0
64.5
64.5
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FOR INFORMATIONNOT TO BE USED FOR CONSTRUCTION
CLIENT
SK-W-001 A
WATER SERVICINGSKETCH PLAN
S17162
34 - 42 TALLAWONG ROADROUSE HILL NSW 2155 CV CV BMF DF
AHD MGA AS SHOWN
A 04/08/2017 FOR INFORMATION
APPENDIX B
Wastewater
Servicing Sketch
Plan
36.19
35.87
35.39
35.27
35.26
35.23
40.01
39.98
39.99
39.97
40.02
39.97
39.0739.
7239.
71
39.70
39.81
40.23
40.04
39.89
39.89
40.10
40.15
40.19
40.1039.
87
39.94
40.08
40.18
35.28
38.53
38.41
38.10
38.20
35.39
35.37
35.32
35.37
35.35
35.33
35.15
35.19
35.3035.
16
35.26
35.03
34.96
34.94
34.93
35.06
35.04
35.03
39.96
40.11
40.13
39.65
39.51
39.58
39.85
39.07
39.04
38.87
38.49
38.37
38.04
37.63
37.49
37.72
37.39
37.52
37.98
37.66
37.56
32.85
32.76
32.82
32.93
33.29
33.10
32.99
33.32
33.56
33.88
34.24
34.66
35.06
34.81
34.30
33.92
40.07
39.81
39.45
39.50
40.16
40.44
40.35
39.92
39.61
39.53
39.84
39.71
39.62
39.68
39.51
39.96
39.48
38.99
39.17
39.31
39.44
39.68
39.69
39.63
39.55
39.55
38.19
38.18
37.97
38.20
37.63
36.48
36.38
36.08
36.15
36.27
36.13
36.03
36.16
36.11
36.11
36.21
35.99
36.04
36.07
35.90
35.97
35.94
36.01
36.14
35.85
35.74
35.77
35.76
35.29
35.61
35.58
35.51
35.55
35.21
35.34
35.54
35.46
35.27
35.37
35.41
35.49
35.38
35.31
35.29
35.24
35.16
35.16
35.04
35.00
34.99
35.19
35.24
35.30
35.24
37.74
38.08
37.75
37.99
37.80
37.51
37.63
37.73
37.61
37.48
37.39
37.24
37.10
37.84
37.69
38.02
38.42
38.33
37.98
37.71
37.54
37.61
37.67
37.85
37.44
37.27
37.25
36.94
36.99
37.00
36.67
36.53
36.16
35.98
36.02
35.9535.75
36.01
36.14
35.88
35.63
35.85
36.05
35.95
35.85
35.94
35.66
35.36
35.67
35.23
35.50
35.09
35.29
34.74
34.51
34.46
39.18
38.86
38.87
39.05
39.10
39.37
39.44
39.30
38.90
39.24
39.52
38.64
38.65
38.70
35.59
35.60
35.53
35.53
35.46
35.42
35.36
35.37
35.52 35.
62
35.70
35.21
35.15
35.10
34.97
35.06
35.10
35.22
38.06
36.15
35.63
35.63
39.29
39.63
37.43
35.62
35.77
36.00
35.44
37.68
38.34
37.83
36.66
36.64
36.38
36.29
36.21
35.87
35.31
36.10
40.06
38.51
37.80
38.06
36.54
37.98
36.78
40.23
36.78
39.29
36.15
35.63
35.63
40.63
40.47
39.43
39.23
39.26
38.1538.16
37.43
36.72
36.66
36.07
36.15
35.44
35.33
35.15
34.84
34.91
40.33
38.03
38.03
37.83
36.10
38.06
37.80
37.68
38.34
37.83
36.00
35.87
34.81
39.77
38.08
36.38
36.29
40.08
39.64
38.13
38.52
36.54
40.22
38.06
38.16
36.64
36.21
35.62
35.77
35.62
35.31
38.32
38.37
38.31
38.38
38.38
38.34
38.35
33
33
3434
35 35
3535
36
36
36
36
36
36
36
37
37
38
38
38
38
39 39
39
39 39
40
40
40
40
40
40
60.0
60.0
60.0
60.060.0
65.0
56.0
56.0
56.5
56.5
56.5
57.0
57.0
57.0
57.0
57.5
57.5
57.5
58.0
58.0
58.0
58.5
58.5
58.5
58.5
59.0
59.0
59.0
59.0
59.0
59.5
59.5
59.5
59.5
59.5
59.5
60.5
60.5
60.5
60.5
60.5
61.0
61.0
61.0
61.0
61.5
61.5
61.5
61.5
62.0
62.0
62.0
62.5
62.5
62.5
62.5
63.0
63.0
63.0
63.0
63.5
63.5
64.0
64.0
64.5
64.5
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PROJECT No. DRAWING No. REV.
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S:\AWH\1. BUSINESS DEVELOPMENT\1. PROJECTS\ACTIVE\S17162 - TALLAWONG ROAD\WATER AND SEWER OPTIONS\TALLAWONG RD - WASTEWATER SKETCH.DWG4/08/2017 1:22:23 PM
FOR INFORMATIONNOT TO BE USED FOR CONSTRUCTION
CLIENT
SK-WW-001 A
WASTEWATER SERVICINGSKETCH PLAN
S17162
34 - 42 TALLAWONG ROADROUSE HILL NSW 2155 CV CV BMF DF
AHD MGA AS SHOWN
A 04/08/2017 FOR INFORMATION
APPENDIX C
DBYD Existing
Water Mains
DBYD EXISTING SYDNEY WATER MAINS CORNER SCHOFIELDS ROAD / TALLAWONG ROAD
DBYD EXISTING SYDNEY WATER MAINS 34-42 TALLAWONG ROAD
APPENDIX D
SW Funding
Infrastructure to
Service Growth
Policy
Policy
Document current at 21 November 2015 Page 1 of 7
Funding infrastructure to service growth
1. Overview
1.1. At a glance
What Each year, Sydney Water takes over the ownership of infrastructure worth
about $100 million that has been built by developers. Generally,
developers hand over smaller reticulation assets to Sydney Water ‘free of
charge’, but we pay for larger trunk assets.
Sydney Water’s Growth Servicing Plan (GSP) and this policy define
exactly what Sydney Water pay for.
1.2. Scope
Who This policy applies to all water, wastewater, stormwater and recycled water
infrastructure needed to service urban growth. It applies equally to
greenfield and brownfield areas.
This policy does not apply to:
developments under the Water Industry Competition Act 2006 where
Sydney Water is not the service provider
minor service extension applicants, because the funding structure for
these applicants is set by the Independent Pricing and Review Tribunal
(IPART)
infrastructure constructed under Sydney Water’s Priority Sewerage
Program.
1.3. Objective
Why Developers will understand who pays to construct the water, wastewater,
recycled water and stormwater infrastructure needed to service urban
growth.
Sydney Water – Funding infrastructure to service growth
Document current at 21 November 2015 Page 2 of 7
2. Policy in detail
The funding of infrastructure depends on whether the works will be constructed under a
commercial agreement.
2.1. Funding of infrastructure not covered by a commercial agreement
Developers will fund the design, construction and commissioning stages of infrastructure.
When the developer transfers ownership of this infrastructure to Sydney Water, we will pay
the developer for infrastructure funded under this policy.
This includes reasonable overheads but excludes the cost of the developer’s share of
minimum reticulation as outlined on the following page.
Our principles for funding
Our two principles for funding are:
1. Developers are required to pay for minimum reticulation servicing their land.
2. Developers are not required to pay for infrastructure that:
provides capacity for other developers
provides frontage or a point of connection to either another developer’s land or a
potential developer’s land.
The minimum amount Sydney Water will pay
The minimum total amount that we will pay for professional services and construction costs is
$5,000.
This ensures the cost of procuring works in line with Sydney Water’s procurement guidelines
does not exceed the value of the reimbursement.
The allocation of Professional Services Charges
The allocation of professional services charges must be set out in the Project Brief Package
referred to in our procurement guidelines. This will be determined in the same way as the
allocation of design fees unless we determine otherwise.
Our criteria for funding
a) The developer will fund 100% of any minimum reticulation that serves the developer’s
land exclusively, and hand it over to Sydney Water free of charge.
b) The developer and Sydney Water will each fund 50% of any minimum reticulation that
serves other land, as well as the developer’s land. For example, this may include a water
main that serves land on the opposite side of a road to the development, or a wastewater
main along the development boundary that also drains an adjoining lot.
c) Sydney Water will fund 100% of lead-in and lead-out mains that serve other developers’
land.
d) Sydney Water will fund 100% of costs to upsize reticulation mains above minimum
reticulation.
Sydney Water – Funding infrastructure to service growth
Document current at 21 November 2015 Page 3 of 7
e) Sydney Water will treat lead-in and lead-out mains, within the Developers development
site/owned land, that does not serve another developers site, as minimum reticulation
and determine funding using criteria ‘a’ and ‘b’. Any upsizing of these mains will be
funded using criteria ‘d’.
f) Sydney Water will fund 100% of major infrastructure, such as pumping stations, storage
reservoirs or treatment plants.
g) Sydney Water will not fund the cost of amplification or adjustment of stormwater assets.
h) We will consider funding interim infrastructure on a case-by-case basis, (except where
excluded by a Memorandum of Understanding (MOU) or Agreement with the applicant,
for example, RMS, RailCorp or Local Government Association).
i) The applicant will fund all adjustments and deviations to existing Sydney Water mains,
except where the funding is covered by a MOU or Agreement with that applicant.
A developer or applicant may be required to upsize an existing main as a part of an
adjustment or deviation. Sydney Water will fund the difference in cost between the
existing pipe size and the larger pipe size for water, recycled water and wastewater
assets only, except where funding is covered by an MOU or Agreement.
j) Sydney Water will determine the funding of infrastructure amplification using criteria ‘a’ to
‘d’ above.
k) Where Sydney Water agrees to fund infrastructure, the developer must use the Sydney
Water procurement guidelines. A choice of one of two pathways, tendering or Schedule
of Rates may be used.
2.2. Funding of infrastructure covered by a commercial agreement
If a developer wants to service land ahead of our Growth Servicing Plan (GSP), they can
negotiate a commercial agreement with us. Under this agreement, the developer will be
responsible for constructing the trunk infrastructure to our requirements.
Appendix 1 of the GSP outlines the circumstances where we will refund ‘reasonable and
efficient’ costs of this infrastructure. These principles allocate risk to the developers when
they develop land ‘out of sequence’. (Note: This can include a recycled water scheme where
the scheme is regulated by IPART.)
Developers must follow the process outlined in Appendix 2 of the GSP to accelerate the
servicing of their land ‘out of sequence’. The decision to enter into a commercial agreement
will always be at Sydney Water’s discretion.
Sydney Water – Funding infrastructure to service growth
Document current at 21 November 2015 Page 4 of 7
3. Definitions
Term Definition
Amplification Where a larger main size is required to serve a development because the existing main size does not meet the minimum required under the Codes
Applicant Anyone who applies for approval to adjust or deviate an existing Sydney Water water, wastewater, recycled water and stormwater asset
Brownfield areas Urban areas where Sydney Water generally already has services
Codes The relevant codes of the Water Services Association of Australia, including Sydney Water editions
Commercial agreement
A negotiated agreement that allows a developer to accelerate the delivery of major infrastructure earlier than shown in Sydney Water’s Growth Servicing Plan (GSP)
Developer A person or entity who either:
has been given approval under Part 6, Division 9 of the Sydney Water Act 1994, and is seeking a Section 73 Compliance Certificate, or
is seeking approval to adjust, deviate, or extend an existing Sydney Water asset
Development Any activity relating to land that needs an approval as specified in Section 69 of the Sydney Water Act 1994
Minor service extension applicants
A property owner who is seeking the extension of water related services to an existing property to make a new connection. (IPART determinations refer to this type of extension as a ‘minor service extension’). This applicant will not be a Developer nor an owner whose property is already connected. The property is not identified as part of Sydney Water’s Priority Sewerage Program.
Greenfield areas Generally areas where Sydney Water has limited or no services available. These areas are usually the subject of an overall servicing strategy for increased land use such as urban subdivision.
GSP Sydney Water’s 5 year Growth Servicing Plan (shown on Sydney Water’s website)
Interim infrastructure Water and wastewater infrastructure constructed on the basis that it is likely to be made redundant by the delivery of Sydney Water’s ultimate servicing strategy before the end of its engineering life
Lead-in main This is the section of water, recycled water or wastewater main from where it connects to the existing mains system to where the minimum reticulation mains for the development starts
Lead-out main This is the section of water, recycled water or wastewater main from where the minimum reticulation mains end, to the end of the main required to cater for future development
Major infrastructure Works associated with the construction of permanent storage reservoirs, treatment plants, pumping stations and trunk mains
Minimum reticulation The minimum size main required under the Codes for the height and zoning of the development only. This applies:
for water and recycled water mains - to the section of water main providing frontage for each lot in the development. (Frontage to each lot is generally from boundary to boundary but may include the lead-in or lead-out main where the developer is the only beneficiary).
Sydney Water – Funding infrastructure to service growth
Document current at 21 November 2015 Page 5 of 7
Term Definition
for wastewater - to the section of wastewater main from one metre inside the first lot in the development to one metre past the last lot in the development, but may include the lead-in or lead-out main where the developer is the only beneficiary.
Priority Sewerage Program
Sydney Water’s program for improving wastewater services to unsewered urban areas identified as environmentally sensitive
Project Brief Package A package that contains (but is not limited to) the project background, scope of works, program, project cost estimate and risk assessment.
Upsizing The difference between the size of minimum reticulation and the size of the main required by Sydney Water
Urban growth New housing, industrial and commercial development and subdivisions
Sydney Water – Funding infrastructure to service growth
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4. Context
4.1. Accountabilities
Position Accountabilities
General Manager, Liveable City Solutions
Policy owner and approver
Manager, Urban Growth Policy endorser
Customer Insight & Solutions Policy verification (Customer)
Manager, Assurance, Urban Growth
Review and implement policy
4.2. Training and competencies
Position Training or competency
Development Services
Officers
Team meetings and email
Water Servicing Coordinators Email with Powerpoint presentation
4.3. References
Document type Title
Legislation Sydney Water Act 1994 (www.legislation.nsw.gov.au)
Policies and procedures Property Development Connection Requirements Policy
Property Development Connection Applications Guidelines
Procurement guidelines
Other documents Sydney Water Growth Servicing Plan 2014-2019
Sydney Water Operating Licence (www.sydneywater.com.au)
IPART Determination No 8 2006, Recycled Water Developer Charges
RMS MOU
Railcorp Agreement and Local Government Agreement
Sydney Water – Funding infrastructure to service growth
Document current at 21 November 2015 Page 7 of 7
5. Document control
5.1. Document details
Record Detail
Policy title Funding infrastructure to service growth
BMIS document no. ACDP0291
Registered file no. 2009/06278F
5.2. Ownership and approval
Role Name Position title Date
Author Ray Thomson Manager, Land Development,
Urban Growth
23-October-2015
Endorser Sharon Davies
Manager, Urban Growth 18-November-
2015
Owner Paul Plowman GM, Liveable City Solutions 21-November-
2015
Approver Paul Plowman General Manager, Liveable City
Solutions
21-November-
2015
5.3. Review
Stage Date
Original policy 21-December-2010
This review 21-November-2015
Next review 21-November-2016
APPENDIX E
Correspondence
APPENDIX F
Sewage Flow
Schedule Summary
3
Date:
Date:
Plan No. Location: JOB No. (SWC use) S17162
e-Developer No. Description: 00-Jan-00 0
SECTION CHAINAGE TOTAL
AREA
TOTAL
Grav
TOTAL
Grav + Pump
PIPE SIZE
(DN)
PIPE SIZE
(ID)
PIPE
GRADE
DESIGN
FLOW (DF)
Qf
(Capacity)
Actual SELF CLEANSING SLIME CONTROL Capacity
m Ha EP EP mm mm % L/s L/s PDWF Deficit
Outlet Sewer 00 4.1 2100 2100 300 300 0.8 56.85 87.60 18.95 Self Cleansing OK Slime Control OK OK
SUMMARY
Riverstone East
Tallawong Rd Sewer
0
0
Design "Dilution Factor" =SEWERAGE FLOW SCHEDULE (SUMMARY) : updated July 2014
03-Aug-17
03-Aug-17
Complied by:
Checked by:
Chris Versfeld
Darren Flynn
APPENDIX G
Dial Before You Dig
(DBYD) Utilities
DBYD EXISTING NBN SCHOFIELDS ROAD
DBYD PROPOSED JEMENA GAS TALLAWONG ROAD
DBYD PROPOSED JEMENA GAS CUDGEGONG ROAD
NORTH WEST RAIL LINK – CUDGEGONG ROAD STATION – EXISTING AND PLANNED UTILITIES
