Port Macquarie - Hastings Council · 07 Oct 2015 . This Development Servicing Plan was adopted by Port Macquarie Hastings Council on 17 September 2014 . Water Supply and Sewerage

Port Macquarie -Hastings Council Development Servicing Plans for Water Supply and Sewerage 2014 Adopted by Council 17 September 2014 Volume 1 – Development Servicing Plans

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Water Supply and Sewerage Development Servicing Plans 2014 HydroScience Page 1

Port Macquarie-Hastings Council Development Servicing Plans For Water Supply and Sewerage Volume 1 – Development Servicing Plans Adopted by Council 17 September 2014

Prepared by

HydroScience Consulting

A.B.N. 79 120 716 887 Email: [email protected]

Sydney Office

Level 1, 189 Kent Street

Sydney, NSW, 2000

Telephone: 02 9249 5100

Facsimilie: 02 9251 4011

Byron Bay Office

6/64 Centennial Circuit

Byron Bay, NSW, 2481

Telephone: 02 6639 5600

Facsimilie: 02 6680 9319

mailto:[email protected]


Document Control

Approved for Issue

Issue Author Reviewer Name Signature Date

5 SLA GAZ Gidi Azar

07 Oct 2015

This Development Servicing Plan was adopted by Port Macquarie Hastings Council on 17 September 2014


Executive Summary

These Development Servicing Plans (DSPs) cover water supply and sewerage developer charges for the areas serviced by Port Macquarie-Hastings Council (PMHC) as shown in the maps in Appendix A.

The water supply and sewerage developer charges for the area covered by these DSPs and the Council’s proposed charges are summarised below:

DSP Areas Service Areas Developer Charges first quarter 14/15

Water Supply ($ per ET)

WDSP1 Long Flat $9,320

Telegraph Point

WDSP2 Comboyne

$9,320 Hasting, including Port Macquarie, Wauchope, Camden Haven, Development Area 13: Thrumster, 14: Lake Cathie/Bonny Hills, 15: Camden Haven

Sewerage ($ per ET)

SDSP1 Kew / Kendall, including Area 15 and Herons Creek $3,536

Dunbogan (Camden Haven)

SDSP2 Wauchope, including Beechwood

$3,536 Lake Cathie / Bonny Hill

Port Macquarie, including Lighthouse Beach, Thrumster, North Shore

Note: WDSP – Water DSP Area; SDSP – Sewerage DSP Area The charges will be indexed quarterly according to movement in the Consumer Price Index (CPI). The developer charges calculated in these DSPs shall be reviewed after 5 to 6 years. The DSPs have been prepared in accordance with the Developer Charges Guidelines for Water Supply, Sewerage and Stormwater (2012) - Consultation Draft.

PMHC will determine the ET loadings of new development and redevelopment and levy developer charges by multiplying the ET loading by the charge per ET applicable to the service area and the service (water supply and/or sewerage).

Developers are responsible for the full cost of the design and construction of water supply and sewerage reticulation works within subdivisions and any lead in mains servicing only their subdivision.


Contents

Executive Summary ............................................................................................................. 3

1 Introduction ................................................................................................................... 8

2 Administration ............................................................................................................... 9

2.1 Application of Developer Charges ........................................................................................................ 9 2.2 Developer Charges and Implementation ............................................................................................... 9 2.2.1 DSP Areas ........................................................................................................................................ 9 2.2.2 DSP Boundaries ............................................................................................................................... 9 2.3 Indexing of Contributions in this Plan .................................................................................................. 10 2.4 When is Payment Required? .............................................................................................................. 10 2.5 Out of Sequence Development ........................................................................................................... 10 2.6 Exemptions ......................................................................................................................................... 11 2.6.1 Crown Development ....................................................................................................................... 11 2.6.2 Other Exemptions ........................................................................................................................... 11 2.7 Deferral of Payment ............................................................................................................................ 11 2.8 Alternative Payment Options .............................................................................................................. 11 2.9 Relationship with other Plans, Council Policies and Planning Instruments ......................................... 12 2.10 Repeal and Amendment of Other Development Servicing Plans ........................................................ 12 2.11 Document Review ............................................................................................................................... 12

3 Background ................................................................................................................. 13

3.1 Best-Practice Management ................................................................................................................. 13 3.2 Legal Reference ................................................................................................................................. 13 3.3 Objectives of Developer Charges ....................................................................................................... 14 3.4 Developer Charges Guidelines ........................................................................................................... 14 3.5 Service Areas ..................................................................................................................................... 14 3.6 Process ............................................................................................................................................... 14

4 Demographic and Land Use Planning Information ................................................... 16

4.1 Growth Projections ............................................................................................................................. 16 4.2 Water Supply Equivalent Tenements .................................................................................................. 16 4.3 Sewerage Equivalent Tenements ....................................................................................................... 17 4.4 Land Use Information.......................................................................................................................... 17

5 Infrastructure ............................................................................................................... 18

5.1 Water Supply ...................................................................................................................................... 18 5.1.1 Existing System Overview .............................................................................................................. 18 5.1.2 Existing Assets Capital Cost ........................................................................................................... 21


5.1.3 Capital Works Program ................................................................................................................... 21 5.2 Sewerage ............................................................................................................................................ 23 5.2.1 Existing Systems Overview............................................................................................................. 23 5.2.2 Existing Assets Capital Costs ......................................................................................................... 25 5.2.3 Capital Works Program ................................................................................................................... 25 5.3 Reclaimed Water ................................................................................................................................ 26

6 Levels of Service ......................................................................................................... 27

6.1 Water Supply ...................................................................................................................................... 27 6.2 Sewerage ............................................................................................................................................ 28

7 Design Parameters ...................................................................................................... 30

8 Developer Charges Methodology ............................................................................... 31

8.1 Capital Charge .................................................................................................................................... 31 8.2 Reduction Amount .............................................................................................................................. 31

9 Water Supply DSP ....................................................................................................... 32

9.1 Capital Charge and Agglomeration ..................................................................................................... 32 9.2 Developer Charge ............................................................................................................................... 32 9.3 Water Supply Cross-Subsidy .............................................................................................................. 33

10 Sewerage DSP ............................................................................................................. 34

10.1 Capital Charge and Agglomeration ..................................................................................................... 34 10.2 Developer Charge ............................................................................................................................... 34 10.3 Sewerage Cross-Subsidy ................................................................................................................... 35

11 Other Documents ........................................................................................................ 36

11.1 Background Documents ...................................................................................................................... 36 11.2 Reference Documents ........................................................................................................................ 36

12 Glossary ....................................................................................................................... 37

Appendix A .............................................................................................................................

PMHC Water Supply and Sewerage Service Areas ........................................................................................... A1 – Water Supply Service Areas Boundaries ................................................................................................... A2 – Sewerage Service Areas Boundaries ........................................................................................................

Appendix B .............................................................................................................................

Population Projections and Development .......................................................................................................... B1 – ET Growth Projections ............................................................................................................................... B2 - Extracts from PMHC Growth Management Strategy ..................................................................................


Appendix C .............................................................................................................................

Water Supply Capital Works Program................................................................................................................

Appendix D .............................................................................................................................

Sewerage Capital Works Program .....................................................................................................................

Appendix E .............................................................................................................................

Outline of Legislation..........................................................................................................................................


List of Tables Table 1: 25 years DC income and Capital Works ..................................................................................................................................... 14 Table 2: Water Supply Connected Properties ........................................................................................................................................... 16 Table 3: Water Supply Estimated ET & Growth Rate............................................................................................................................... 16 Table 4: Sewerage Service Connected Properties ................................................................................................................................... 17 Table 5: Sewerage Service Estimated ET & Growth Rate ...................................................................................................................... 17 Table 6: Summary of Water Supply Existing Assets ................................................................................................................................ 21 Table 7: Summary of 30 years Water Supply Capital Works Program .................................................................................................. 22 Table 8: Summary of Sewerage Existing Assets ...................................................................................................................................... 25 Table 9: Summary of 30 years Sewerage Capital Works Program ........................................................................................................ 25 Table 10: Levels of Service for Water Supply ........................................................................................................................................... 27 Table 11: Levels of Service for Sewerage ................................................................................................................................................. 28 Table 12: Discount Rates Used in the Capital Charge Calculation ....................................................................................................... 31 Table 13: Water Supply Weighted Capital Charge and Agglomeration Calculation ............................................................................ 32 Table 14: Water Supply Developer Charge ............................................................................................................................................... 32 Table 15: Sewerage Weighted Capital Charge and Agglomeration Calculation .................................................................................. 34 Table 16: Sewerage Developer Charges ................................................................................................................................................... 34 Table 17: Dwelling Growth Projections Summary (updated 2013) ......................................................................................................... 51 Table 18: 2013 ID Catchments for Current Customer Calculation ......................................................................................................... 52 Table 19: DSP Area for each Proposed Development............................................................................................................................. 53 Table 20: Annual Dwelling Growth Projections ......................................................................................................................................... 57

List of Figures Figure 1: Best-Practice Management Framework .................................................................................................................................... 13 Figure 2: Planning Process .......................................................................................................................................................................... 15 Figure 3: PMHC Water Supply Schemes ................................................................................................................................................... 19 Figure 4: PMHC Water Supply 20 Years Capital Works Program .......................................................................................................... 22 Figure 5: PMHC Sewerage Schemes ........................................................................................................................................................ 23 Figure 6: PMHC Sewerage 20 Years Capital Works Program................................................................................................................ 26 Figure 7: Water Supply DSP Boundaries - Long Flat ............................................................................................................................... 41 Figure 8: Water Supply DSP Boundaries - Telegraph Point ................................................................................................................... 42 Figure 9: Water Supply DSP Boundaries - Comboyne ............................................................................................................................ 42 Figure 10: Water Supply DSP Boundaries - Port Macquarie .................................................................................................................. 42 Figure 11: Water Supply DSP Boundaries - Wauchope and Beechwood ............................................................................................. 43 Figure 12: Water Supply DSP Boundaries - Bonny Hills and Lake Cathie ............................................................................................ 44 Figure 13: Water Supply DSP Boundaries - Camden Haven .................................................................................................................. 44 Figure 14: Sewerage DSP Boundaries - Camden Haven........................................................................................................................ 45 Figure 15: Sewerage DSP Boundaries - Wauchope and Beechwood ................................................................................................... 45 Figure 16: Sewerage DSP Boundaries - Bonny Hills and Lake Cathie.................................................................................................. 46 Figure 17: Sewerage DSP Boundaries - Port Macquarie ........................................................................................................................ 46 Figure 18: 2013 Dwelling Forecast Areas .................................................................................................................................................. 51 Figure 19: Dwelling Forecast Area - Camden Haven West ..................................................................................................................... 62 Figure 20: Dwelling Forecast Area - Camden Haven East ...................................................................................................................... 63 Figure 21: Dwelling Forecast Area - Lake Cathie - Bonny Hills .............................................................................................................. 64 Figure 22: Dwelling Forecast Area - Wauchope ....................................................................................................................................... 65 Figure 23: Dwelling Forecast Area - Rural ................................................................................................................................................. 66 Figure 24: Dwelling Forecast Area - Port Macquarie Rural Fringe ......................................................................................................... 67 Figure 25: Dwelling Forecast Area - Hastings River Canals, Thrumster & Westport ........................................................................... 68 Figure 26: Dwelling Forecast Area - Innes Peninsula .............................................................................................................................. 69 Figure 27: Dwelling Forecast Area - Gordon Street, Lord Street & Town Beach - CBD .................................................................... 70 Figure 28: Dwelling Forecast Area - Lighthouse Beach – Greenmeadows & Shelly Beach - Bellevue Hill ...................................... 71


1 Introduction

Developer charges cover part of the cost of providing water supply and sewerage infrastructure to new development and redevelopment. Developer charges have two related functions:

They provide a source of funding for infrastructure required for new urban development

They provide signals regarding the cost of urban development thus encourage less costly forms and areas of development

Section 64 of the Local Government Act 1993 enables a local government council to levy developer charges for water supply, sewerage and stormwater. This derives from a cross-reference in the Act to section 306 of the Water Management Act 2000 (Outline of relevant legislation is provided in Appendix D).

A Development Servicing Plan (DSP) is a document which details the water supply and/or sewerage developer charges to be levied on development areas utilising a water utility’s water supply and/or sewerage infrastructure.

As a local water utility, PMHC provides water supply and sewerage service to the DSP areas. These DSPs covers water supply developer charges in Wauchope, Port Macquarie, Lake Cathie/Bonny Hills, Camden Haven, Comboyne, Long Flat and Telegraph Point; and sewerage service developer charges in Kew/Kendall, Camden Haven, Wauchope, Port Macquarie and Lake Cathie / Bonny Hills.

The purpose of the PMHC DSPs is to achieve the following objectives:

Allow Port Macquarie–Hastings Council to require an equitable monetary contribution for the provision of water supply, sewerage and reclaimed water infrastructure to meet the demands generated by new development

Facilitate the provision of a water supply to the Port Macquarie–Hastings Council area which meets the required levels of service with regard to flows, pressure, water quality and quantity and the frequency of restrictions

Facilitate the provision of a sewerage service to the Port Macquarie–Hastings Council area which meets the required levels of service with regard to pump station capacity, collector main capacity and treated effluent quality and disposal licensing

Facilitate the provision of a reclaimed water service to the Port Macquarie–Hastings Council area which meets the required levels of service with regard to flows, pressure, and reclaimed water quality and quantity

Set out the schedule and program of proposed works to meet increasing demands for a “town water” supply generated by development

Detail the contribution rates and Port Macquarie–Hastings Council’s payment policies

These DSPs enable Port Macquarie–Hastings Council to levy contributions where the anticipated development will, or is likely to, increase the demand for water supply, sewerage and reclaimed water services.

These DSPs have been prepared in accordance with the Developer Charges Guidelines for Water Supply, Sewerage and Stormwater (2012) - Consultation Draft. This document is to be registered with the NSW Office of Water.

These DSPs supersede Port Macquarie-Hastings Council previous water supply and sewerage development servicing plans. These plans should be read in conjunction with Councils codes or policies relating to water supply and/or sewerage developer charges.

Developer charges calculated in these DSPs will be reviewed after a period of five to six years.


2 Administration

2.1 Application of Developer Charges Developer charges will be levied to all land within the DSP areas which is serviced by water supply and/or sewerage. For the purpose of these DSPs, the term development includes redevelopment.

All new properties subject for payment of water supply and sewerage charges are liable for paying developer charges. In order to assess the developer contribution applicable to a specific development, it is necessary to assess the demand that the proposed development will place on the relevant water and/or sewerage systems.

An Equivalent Tenement (ET) is the basic unit of measure to quantify the demand or loading on water supply or sewerage systems respectively. PMHC will assess the demand for service in terms of ET and will levy developer charges proportional to the number of ETs. One ET represents the equivalent demand or loading from a standard detached residential dwelling. The minimum demand for each development is 1 ET.

The assessment of ET is carried out in accordance with Council’s Development Contributions Assessment Policy.

2.2 Developer Charges and Implementation

2.2.1 DSP Areas This document includes four DSPs:

Water Supply Development Service Plan Areas (WDSP)s:

WDSP2: Long Flat, Telegraph Point

WDSP1: Comboyne, Hastings (Including Port Macquarie, Wauchope, Camden Haven, Development Area 13: Thrumster, 14: Lake Cathie/Bonny Hills, 15: Camden Haven)

Sewerage Development Service Plan Areas (SDSP)s:

SDSP1: Kew / Kendall (including Area 15, Herons Creek), Dunbogan (East Camden Haven)

SDSP2: Wauchope (including Beechwood), Lake Cathie/ Bonny Hills, Port Macquarie (including Lighthouse Beach, Thrumster, North Shore)

The maps of the areas covered by these DSPs are shown in Appendix A.

This Sewerage DSP does not include development in Comboyne, Long Flat, Telegraph Point and rural residential properties. Charges in these areas will be covered by future plan(s).

2.2.2 DSP Boundaries These DSPs apply to all land in the Port Macquarie-Hastings Council area that is within the water and/or sewerage benefit areas and are to be connected to Port Macquarie-Hastings Council’s water supply system and/or sewerage service as a result of development.

These include connection of land with existing residences and/or non-residential if water or sewerage developer charges have not been paid previously, and may be in addition to costs for shared, special extension of system outside the general water or sewerage benefit areas.

Any development outside the water supply and sewerage service areas will require a special agreement with Port Macquarie-Hastings Council.


2.3 Indexing of Contributions in this Plan To ensure the value of the developer charges is not eroded by inflation, Council will adjust the contribution rates in this plan on a quarterly basis in accordance with the Consumer Price Index (CPI) All groups Index number for Sydney as published by the Australian Bureau of Statistics.

Where contributions have been levied under an existing consent, granted in accordance with this Plan, but not yet paid, the contribution will continue to be indexed on a quarterly basis in accordance with CPI referred to above until such time as they are paid.

The contribution rate will not be less than the contribution rate specified at the date of adoption of this plan.

2.4 When is Payment Required? Council will require the payment of development contributions at the following times, unless otherwise specified by a condition of consent:

For Works requiring a Construction Certificate - prior to issue of the Construction Certificate.

For Works requiring a Complying Development Certificate - prior to the issue of the Complying Development Certificate.

For Development that involves subdivision only - prior to issue of the Subdivision Certificate.

For Development that involves both construction of buildings and subdivision - prior to issue of the construction certificate or the subdivision certificate, whichever occurs first.

For all other development - prior to occupation or prior to the use commencing, whichever occurs first, unless specified in the consent.

The payment of contributions is interrelated with the issue of a Compliance Certificate. A Compliance Certificate is only issued after it has been applied for, the development contributions have been paid in accordance with conditions of consent and the requirements of the Compliance Certificate have been met.

2.5 Out of Sequence Development The DSPs have been based upon growth predictions and where this growth will occur in the first five years and beyond for a 30 year period. The Capital Works Programs have been developed to service this growth and have been reflected in the Delivery Program and Long Term Financial Plan (adopted by the Council as the Annual Management Plan), ensuring equity, consistency and security in the revenue, fees and charges (including developer charges).

Development that occurs “out of sequence” (ie. not aligned with the Annual Management Plan) can have significant impact on the Financial Plan therefore:

For development which requires capital works that Council plans to construct within ten years of the commencement of these DSPs, the developer can either delay the development or finance the works with repayment by Council as per an agreement (between Council and the Developer) and in accordance with the DSP ad Council’s Annual Management Plan,

If the development required capital works that Council is not planning to construct within ten years of the commencement of the DSP, the Developer can either delay the development or finance the works without any repayment by Council.

In each case above, the Developer financing will be by a special agreement with Council.


2.6 Exemptions

2.6.1 Crown Development Under section 306 (4) and (5) of the Water Management Act 2000, the Minister for Planning may make a determination in regard to developer charges levied on Crown development.

Crown developments for essential community services (education, health, community services, and law and order) are exempt from general developer charges. Water utilities may charge these developments only for that portion of the direct connection cost (e.g. for a lead-in main) relating to Crown development.

Where the Crown acts as a private developer, it will be expected to pay a level of contribution equal to the private sector.

2.6.2 Other Exemptions The types of development exempted from the application of this plan include:

Existing vacant residential lots currently rated for water and sewer (except where subdivision or an increase in population density is involved);

A change in land use not involving the creation of additional lots, dwellings or increased population or demand.

Development that is exempt for the purposes of Council Development Contribution Assessment Policy.

2.7 Deferral of Payment Council will consider applications for deferred payment of Development Contributions involving construction of a building only, subject to the following conditions:

1. Lodgement of an irrevocable bank guarantee (unlimited in time) from an institution approved by Council for the amount of the contributions plus an additional 12 month interest amount calculated at the average rate of Council’s investments performance over the past 12 months plus 1%.

2. The maximum period for which the guarantee will be accepted is the sooner of 12 months or the issue of an occupation certificate for the development.

3. If at the end of the period for the lodgement of the guarantee, the outstanding contributions plus the additional amount referred to in ‘1’ have not been paid, Council will call in the guarantee without further reference to the applicant.

4. A pro-rata reduction in the amount referred to in ‘1’ will be allowed for payment of the outstanding contributions within 12 months or the calling in of the guarantee within 12 months.

5. The guarantee is to provide for Council to unconditionally call in the guarantee for the full amount at any time.-

These provisions may be modified by Council’s Development Assessment and Contribution Policy.

2.8 Alternative Payment Options Contribution Offsets are considered where construction/supply or dedication of water supply or sewerage assets is undertaken by a developer. Guidelines for assessment of contribution offsets are provided in Council’s Works in Kind Policy.

In this Development Servicing Plan Council may consider receipt of contributions in the following forms:

As a direct cash contribution

Dedication of land for the purposes of water supply related functions, to the value of, or part thereof, the cash contribution; or

Construction and/or supply of water supply or sewerage related infrastructure to the value of or part thereof, the cash contribution.

Where Council does not accept an offer in relation to contribution offsets, the monetary contribution remains applicable.


2.9 Relationship with other Plans, Council Policies and Planning Instruments This plan relates to the following relevant Council Policies and Planning Instruments:

Port Macquarie-Hastings Local Environmental Plan 2011 (as amended)

Port Macquarie-Hastings Development Control Plan 2011

Port Macquarie Local Growth Management Strategy 2011

Port Macquarie-Hasting Council Development Contribution Assessment Policy

Port Macquarie-Hastings Works in Kind Policy

Port Macquarie-Hastings Planning Agreements Policy

Section 94 and 94A Contributions Plans

2.10 Repeal and Amendment of Other Development Servicing Plans The following Development Servicing Plans are superseded by this plan:

Development Servicing Plans for the Hastings District, Comboyne, Telegraph Point & Long Flat Water Supply Schemes, 2006.

Development Servicing Plans for Sewerage Services, 2005.

2.11 Document Review Developer Charges relating to these DSPs shall be reviewed every 5 to 6 years. A shorter review period is permitted if a major change in circumstance occurs.


3 Background

3.1 Best-Practice Management The NSW Government requires all local water utilities in the State to comply with best-practice requirements, specified in the Best-Practice Management of Water Supply and Sewerage Guidelines (2007). Preparation of Developer Servicing Plans and levying commercial developer charges is one of the requirements of Best-Practice Management. The best-practice management framework is shown in

3.2 Legal Reference Local government councils in NSW levy charges on development to pay for infrastructure serving the development.

Developer charges for Water supply and sewerage are levied under Section 64 of the Local Government Act 1993 (Cross ref. to the Water Management Act 2000). They are sometimes referred to as Section 64 charges.

Developer contributions for other services are levied under the provisions of Section 94 of the Environmental Planning and Assessment Act 1979. They are sometimes referred to as Section 94 charges.

Developer charges for stormwater may be levied by either act.

The NSW Office of Water is the regulator of the developer charges for water supply and sewerage. The Independent Pricing and Regulatory Tribunal (IPART) does not regulate local water utilities that operate under the Local Government Act 1993, including Port Macquarie Hastings Council.

For further information regarding the legal framework refer to Appendix E.

Figure 1: Best-Practice Management Framework


3.3 Objectives of Developer Charges Developer charges:

provide a source of funding for infrastructure required for new urban development;

provide signals regarding the cost of urban development and thus encourage less costly forms and areas of development; and

are an integral part of the fair pricing of water related services.

Developer charges cover only part of the cost of the capital investment in new assets and renewals. The estimated developer charges income, and the capital works program over the next 25 years are shown in Table 1.

Table 1: 25 years DC income and Capital Works

Item Water Supply Sewerage

2014 $ million

Estimated Developer Charges Income 153 56

Capital Works Program 306 204

3.4 Developer Charges Guidelines Developer Charges Guidelines for Water Supply, Sewerage and Stormwater are prepared by the NSW Office of Water and issued by the Minister. The guidelines are referred to in the legislation.

These DSPs have been prepared using the 2012 guidelines which replace the 2002 guidelines. The 2012 guidelines are still in draft form.

3.5 Service Areas The guidelines define a service area as

An area served by a separate water supply distribution system

An area served by a separate sewage treatment works

Separate small towns or villages

A new development area of over 500 lots

In these DSPs, the calculations were done for four water supply service areas (refer Table 2) and five sewerage service areas (refer Table 4).

3.6 Process Figure 2 describes the planning process.


KEY ISSUES

KEY OUTPUT

PLANNING ENGINEERING FUNDING

SCOPE

Step 1 - Determine the long term vision for the Hastings

Step 2 - Determine Infrastructure required to support growth.

Step 3 - Determine who will pay (Pricing Strategies)

• Determine land uses and development densities.

• Preferred development sequence

• Service standards

• Demands • Scheme options

and sizing

Financial Modelling

• Estimated population, projections

• Capital Works

Programs

Developer Chargers

KEY DOCUMENTS

• Hastings Urban Growth Management Strategy 2010 and associated planning policies

• Water Supply Servicing Strategy 2014

• Interim Reclaimed Water Strategy

• Sewerage Planning documents

DSP document and the contents of this report

Section 4 Section 5 Sections 9, 10

Figure 2: Planning Process


4 Demographic and Land Use Planning Information

4.1 Growth Projections In the Mid North Coast Regional Strategy and the PMHC’s Urban Growth Management Strategy 2011-2031, the Port Macquarie-Hastings LGA is identified as a priority area for urban growth on the NSW Mid North Coast. It has been identified that there is significant capacity for increased dwelling densities within the existing planning instruments for urban areas in the Port Macquarie-Hastings area.

In the PMHC Growth Strategy, it was stated that Council has undertaken planning for large urban growth areas at Thrumster (Area 13) to the west of Port Macquarie, at Lake Cathie/Bonny Hills (Area 14) and in the Camden Haven, near Kew (Area 15). These release areas alone have an estimated capacity of approximately 7,500 dwellings.

Details of estimated number of equivalent tenements for water supply and sewerage services areas provided by Council are summarized in the following sections.

4.2 Water Supply Equivalent Tenements PMHC provided the number of water supply connections in 2011 and the projected numbers in 2036. Assuming the number of non-residential connections has the same growth rate as residential connections, the projected number of non-residential connections in 2036 was also estimated as shown in Table 2.

Table 2: Water Supply Connected Properties

Water Supply Service Areas

No. of Residential Connection No. of Non- Residential Connection

2011 2036 2011 2036

Hastings 29,011 42,152 2,075 3,001

Comboyne 80 88 26 29

Long Flat 43 51 11 13

Telegraph Point 185 194 28 29

Total 29,319 42,485 2,140 3,072 (Source: email from PMHC 31 Oct 2013) In order to estimate the current number of ETs, Council advised to assume that each residential connection is equivalent to 1 ET and each non-residential connection is equivalent to 3.5 ETs. The estimated number of water supply ETs is provided in Table 3. Detailed ET projection calculations for water supply are included in Appendix C.

Table 3: Water Supply Estimated ET & Growth Rate

Water Supply Service Areas

Estimated Total No. of Connection (ET) including residential & non-residential) Estimated Service

Areas Growth Rate (%) 2011 2036

Hasting 36,274 52,657 1.50

Comboyne 171 188 0.38

Long Flat 82 97 0.68

Telegraph Point 283 297 0.19

Total 36,809 53,239


4.3 Sewerage Equivalent Tenements PMHC provided the number of water supply connections in 2011 and the projected numbers in 2036. Assuming the number of non-residential connections has the same growth rate as residential connections, the projected number of non-residential connections in 2036 was also estimated as shown in Table 4.

Table 4: Sewerage Service Connected Properties

Sewerage Service Areas No. of Residential Connection No. of Non- Residential Connection

2011 2036 2011 2036

Kew/Kendall 1,225 2,011 86 141

Dunbogan (Camden Haven) 2,923 3,272 205 231

Wauchope 2,743 3,899 192 274

Port Macquarie (including Lighthouse Beach)

18,550 26,964 1,299 1,901

Lake Cathie / Bonny Hills 2,351 4,211 165 298

Total 27,792 40,357 1,945 2,845

(Source: email from PMHC 31 Oct 2013) Table 5: Sewerage Service Estimated ET & Growth Rate

Sewerage Service Areas

Estimated Total No. of Connection (ET) including residential & non-residential) Estimated Service

Areas Growth Rate (%)

2011 2036

Kew/Kendall 1,525 2,505 2.01

Dunbogan (Camden Haven) 3,639 4,079 0.46

Wauchope 3,415 4,860 1.42


23,095 33,616 1.51

Lake Cathie / Bonny Hills 2,927 5,253 2.37

Total 34,601 50,313

4.4 Land Use Information The PMHC DSPs for water supply and sewerage should be read in conjunction with the Local Environment Plan (LEP), Development Plans (DCPs), Development Contribution Assessment Policy and other relevant planning instruments used by Port Macquarie-Hastings Council.


5 Infrastructure

5.1 Water Supply 5.1.1 Existing System Overview PMHC is responsible for the installation, maintenance and operation of the entire water supply infrastructure including dams, treatment plants, reticulation networks, reservoirs and pump stations.

Council operates and maintains six water supply schemes. The water supply schemes covers servicing areas including Port Macquarie, Wauchope, Camden Haven, Telegraph Point, Comboyne and Long Flat as shown in Figure 3. A description of these schemes is provided in the following sections.


Figure 3: PMHC Water Supply Schemes


Hastings Bulk Water Supply Scheme The Hastings Bulk Water Supply Scheme includes the integrated bulk water supply pumping station, off-creek storage dams and trunkmain network to the townships of Wauchope, Port Macquarie and Camden Haven.

Raw water is pumped from the Hastings River at Koree Island (5 km south-west of Wauchope). The three (3) Koree Island river intake pumping stations have a combined capacity to pump 120 ML per day via rising mains into nearby Rosewood Reservoirs #2 & #3.

The raw water is treated in the rising mains at the Wauchope Water Treatment plant with lime and carbon dioxide (water conditioning) to increase alkalinity and stabilise the pH of the raw water. Fluoridation and chlorination are also completed at the Rosewood Reservoir site, prior to the water being stored in Rosewood #2 & #3 Reservoirs.

The water in Rosewood Reservoir #2 & #3 is then gravity fed to the 2,500 ML Port Macquarie and 10,000 ML Cowarra Off-Creek Storage Dams.

Wauchope Water Supply Scheme The Wauchope Scheme serves the localities of Beechwood, Wauchope, King Creek and Sancrox.

The Wauchope water supply scheme includes an ultra-filtration plant, with bulk water being provided from the Rosewood #3 Reservoir. Following ultra-filtration the treated water is then stored in the 5ML Wauchope WTP Clearwater Reservoir and then pumped to the Rosewood #1 Reservoir by the Wauchope WTP Clearwater Pumping Station.

Water is gravity fed from the Rosewood #1 Reservoir to the Beechwood and Bago Reservoirs, a pressure reducing valve also provides a direct feed into the Wauchope township during periods of peak demand.

Water is gravity fed from the Bago Reservoir to the Sancrox Reservoir. An inline booster pumping station at Rawdon Island caters for peak day demands into the Sancrox Reservoir.

Port Macquarie & Camden Haven Water Supply Scheme Port Macquarie Unfiltered, fluoridated water stored in the Port Macquarie Off-creek Storage Dam is pumped via the large Port Macquarie Dam water pumping station to one of four primary supply reservoirs in the Port Macquarie township namely;

Granite St Reservoir

Widderson St Reservoir

O’Briens Rd Reservoir

Transit Hill Reservoir

Long-term Port Macquarie’s Mill Hill Reservoir will also be supplied directly from Port Macquarie Dam water pumping station. The interim supply is from one of the Widderson St Reservoir outlet mains boosted by the Lake Rd booster pumping station.

Mill Hill supply zone has a small high level boosted zone supplied from the western outlet main via the Mill Hill water pumping station.

Transit Hill supply zone also has a small high level boosted zone supplied via the Transit Hill water pumping station.

Camden Haven Water Supply Scheme Long Term Camden Haven water supply scheme will be supplied from Cowarra Dam via a 13,000m 911/750 mm diameter trunk main known as the Southern Arm Trunk main.

The Camden Haven is currently supplied from Port Macquarie Dam via Transit Hill Reservoir. A 450mm trunk main from Transit Hill Reservoir travels south generally along Ocean Drive distributing water to the Lake Cathie/ Bonny Hills Area (including the Area 14 growth area) and then onto the Camden Haven area.

Water in the Port Macquarie - Camden Haven Water Supply Scheme is distributed via 22 reservoirs, 9 water pumping stations, 115 km of trunk mains and 610 km of reticulation.


Telegraph Point Water Supply Scheme The Telegraph point water supply scheme is sourced from the Wilson's River and serves approximately 250 tenements. Water is sourced from the Wilson River and treated at a micro-filtration plant and then pumped to a storage reservoir and town reservoir before being distributed to customers via 16.8 km of reticulation.

Comboyne Water Supply Scheme The Comboyne Scheme provides a potable water supply to approximately 136 tenements. Water is sourced from the Thone River and is treated at a micro-filtration plant before being distributed via 4.8 km of reticulation.

Long Flat Water Supply Scheme The long point scheme provides a potable water supply to approximately 68 tenements. After being treated at a micro-filtration plant and pumped to a storage reservoir and water is distributed to customers via 4.2 km of reticulation.

5.1.2 Existing Assets Capital Cost All existing assets serving PMHC service areas are included in the capital charge calculations except for the following:

Assets which will be more than 30 years old at the commencement of the DSP (i.e. commissioned prior to 1984)

Assets which are unlikely to be fully utilised over the planning horizon for calculating developer charges

Reticulation assets which are typically paid for directly by the developer

Gifted assets which were built by developers and later transferred to Council. Gifted assets do not include assets developed under “Works in Kind” (WIK) Policy. Although WIK assets are developed in lieu of cash payments, contribution offsets are integrated in the asset development process

The existing assets servicing the area covered by these DSPs are listed in Appendix C - Table 1 of the PMHC DSP Background Document for Water Supply. A summary of the existing assets’ current replacement costs included in the developer charges calculation is shown in Table 6.

Table 6: Summary of Water Supply Existing Assets

Service Areas Current Replacement Cost (2013/14 $’000)

(Excluding reticulation, gifted and pre 1984 assets)

Hastings $234,065

Comboyne $1,973

Long Flat $1,707

Telegraph Point $4,610

Shared Asset $19,440

Total $261,795

(Source: Appendix C -Table 1)

5.1.3 Capital Works Program Water Supply capital works comprises new works (for growth and improved standards) and renewals. These works will be required over the next 30 years to provide water supply services to the Port Macquarie-Hastings Council service areas and new development areas. A summary of the 30 year water supply capital works program is provided in Table 7.


Table 7: Summary of 30 years Water Supply Capital Works Program

Capital Works Program Total 30 years (2013/14 $’000)

New Works $89,466

Renewals $276,412

Total $365,879

(Source: Appendix C - Table 2) According to the Developer Charges Guidelines for Water Supply, Sewerage and Stormwater (2012) - Consultation Draft, the calculation of capital charges includes the growth component of the capital works and renewal works planned within the next 10 years, excluding reticulation.

For the purposes of these calculations it has been assumed that the capital works for renewals are assigned to assets older than 30 years and therefore included in the calculation.

A 30 year capital works program is provided in Table 2 of the PMHC DSP Background Document for Water Supply (see Appendix C).

The 20 years capital works expenditure for water supply is shown in Figure 2. Timing of works and expenditure are to be reviewed and updated when required.

Figure 4: PMHC Water Supply 20 Years Capital Works Program


5.2 Sewerage

5.2.1 Existing Systems Overview PMHC operates five sewerage schemes at Kew/Kendall, Camden Haven (Dunbogan), Wauchope, Port Macquarie and Lake Cathie/ Bonny Hills. The sewerage schemes locations are shown in Figure 5 and details are summarised in the following sections. Plans of the schemes are included in Appendix A.

Figure 5: PMHC Sewerage Schemes


Port Macquarie Sewerage Scheme Port Macquarie is serviced by a conventional gravity sewerage reticulation system with 84 pumping stations located throughout the town and approximately 343 kilometres of pipelines. The pumping stations convey flow through their respective rising mains with all sewage eventually being delivered to a sewage treatment plant (STP) located in Ocean Drive. The STP has a nominal capacity of 52,000 equivalent persons (EP). Effluent from the STP is pumped to effluent ponds for detention and ultraviolet disinfection before being discharged to Kooloonbung Creek downstream of the Lake Road bridge.

Long term plans under the Hastings Effluent Management Strategy (HEMS) involve decommissioning this plant and replacing it with a sewage pumping station which will transfer the raw sewage directly to the Port Macquarie STP. It is proposes to transfer effluent from the Lake Cathie/Bonny Hills scheme to irrigate the golf course.

Wauchope Sewerage Scheme Wauchope is serviced by a conventional gravity sewerage reticulation system with 19 pumping stations and approximately 76 kilometres of pipelines. The pumping stations convey flow through their respective rising mains with all sewage eventually being delivered to a STP located off Bain Street. The STP was augmented in the early 1990s and comprises an 8,000 EP activated sludge plant. Effluent from the STP is being reused on Wauchope Golf Course and a nearby farm, with the balance discharged to the Hastings River.

Lake Cathie/ Bonny Hills Sewerage Scheme Lake Cathie/ Bonny Hills is serviced by a conventional gravity sewerage reticulation system with 18 pumping stations and approximately 65 kilometres of pipelines. The pumping stations convey flow through their respective rising mains with all sewage eventually being delivered to a STP located on the north east boundary of Bonny Hills. The STP has a nominal capacity of 6,000 EP and is currently at capacity. Effluent is currently filtered with a microfiltration unit before being discharged under licence to an exfiltration trench situated behind sand dunes at Rainbow Beach. In order to increase the capacity of the LCBH scheme the STP and method of discharge both need to be upgraded.

The upgrade of the plant to a 9,000 EP Continuous Aeration Clarification Plant with tertiary filtration through membranes was completed in 2010. This upgrade increases both the capacity of the plant and greatly improves the quality of effluent being produced, making it available for commercial sale. The current method of effluent disposal is considered to be unsuitable in the long term, having reached its current design capacity, and as per the HEMS study pipelines to the north and south will constructed which will deliver effluent to commercial users where possible. Any remaining effluent will be delivered to the Kew/Kendall STP.

Camden Haven Sewerage Scheme Camden Haven (which comprises the areas of Camden Head, North Haven, West Haven, Laurieton and Lakewood) is serviced by a conventional gravity sewerage reticulation system with 31 pumping stations and approximately 83 kilometres of pipelines. The pumping stations convey flow through their respective rising mains with all sewage eventually being delivered to a STP located at Dunbogan, off Boundary Street. A trickling filter plant provides treatment to the effluent before disposal by a shoreline ocean discharge.

The STP has been upgraded (2011) to a Membrane Bioreactor Plant which increased the capacity to 11,250 EP in the first stage and ultimately 15,000 EP. The upgrade will greatly improve the quality of the effluent discharged. As part of the HEMS plan, a pipeline from the Camden Haven STP will link into the Southern Effluent Pipeline system from Lake Cathie/Bonny Hills STP and then ultimately deliver effluent west and north to commercial customers with any remaining effluent delivered to the Kew/ Kendall STP.

Kew/ Kendall Sewerage Scheme Kew / Kendall is serviced by a conventional gravity sewerage reticulation system with 9 pumping stations and approximately 21 kilometres of pipelines. The pumping stations convey flow through their respective rising mains with all sewage eventually being delivered to a STP located north of Kew and east of the Pacific Highway. The STP has a nominal capacity of 2,200 EP.

An additional pumping station has been included to service Heron’s Creek.


5.2.2 Existing Assets Capital Costs All existing assets serving PMHC service areas are included in the capital charge calculations except for the following:

Assets which will be more than 30 years old at the commencement of the DSP (i.e. commissioned prior to 1984)

Assets which are unlikely to be fully utilised over the planning horizon for calculating developer charges

Reticulated assets which are typically paid for directly by the developer

Gifted assets which were built by developers and later transferred to Council. Gifted assets do not include assets developed under “Works in Kind” (WIK) Policy. Although WIK assets are developed in lieu of cash payments, contribution offsets are integrated in the asset development process.

The existing assets servicing the area covered by these DSPs are listed in Appendix D - Table 1 of the PMHC DSP Background Document for Sewerage. A summary of the existing assets’ current replacement costs included in the developer charges calculation is shown in Table 8.

Table 8: Summary of Sewerage Existing Assets

Service Area Current Replacement Cost (2012/13 $’000) (Excluding reticulation and 1984 assets)

Kew/Kendall $12,682

Dunbogan (Camden Haven) $29,076

Wauchope $13,606


$70,915

Lake Cathie / Bonny Hills $32,451

Shared Assets $2,787

Total $161,517

(Source: Appendix D -Table 1)

5.2.3 Capital Works Program Sewerage capital works comprises new works (for growth and improved standards) and renewals. These works will be required over the next 30 years to provide sewerage services to the Port Macquarie-Hastings Council service areas and new development areas. A summary of the 30 years water supply capital works program is provided in Table 9.

Table 9: Summary of 30 years Sewerage Capital Works Program

Capital Works Program Total 30 years (2013/14 $’000)

New Works $101,103

Renewals $103,767

Total $204,871

(Source: Appendix D - Table 2) Reticulation is defined as the local pipework connecting sewerage service to individual properties. Reticulation assets are excluded from the calculation of developer charges as the developers are typically responsible for the full cost of the design and construction of sewerage service reticulation works within subdivisions. However, LWUs may calculate a reticulation supplement which would be payable by developers that have not provided the reticulation assets.

According to the Developer Charges Guidelines for Water Supply, Sewerage and Stormwater (2012) - Consultation Draft, the calculation of capital charges includes capital works for growth component in new works planned within the next 10 years and exclude reticulation.


Capital works for renewal planned within the next 10 years to replace existing asset older than 30 years may be included for capital charge calculation. For the purposes of these calculations it has been assumed that the capital works for renewals are assigned to assets older than 30 years and therefore included in the calculation.

A 30 year capital works program is provided in Table 2 of the PMHC DSP Background Document for Sewerage (see Appendix D).

The 20 years capital works expenditure for sewerage service is shown in Figure 2. Timing of works and expenditure are to be reviewed and updated when required.

Figure 6: PMHC Sewerage 20 Years Capital Works Program

5.3 Reclaimed Water The cost of reclaimed water assets is included in the charges for the water supply and sewerage infrastructure.


6 Levels of Service

6.1 Water Supply The levels of service (LOS) applied to PMHC’s water supply systems are the targets that PMHC aims to achieve. They are not intended as a formal customer contract.

PMHC system design and operation are based on providing the following levels of service:

Table 10: Levels of Service for Water Supply

DESCRIPTION UNIT LEVEL OF SERVICE

Target Compliance Measure

AVAILABILITY OF SUPPLY

Normal Quantity Available

Domestic Peak day Litres/property/ day 2,500 100%

Domestic Annual kL/property /year 270 100%

Pressure:

Min. pressure (at low flow rate of 0.1 L/s per tenement in Council’s main adjacent to property boundary)

Metres head 20 100%

Max. static pressure Metres head 90 100%

Restrictions:

Average duration of restrictions % of the time 5 100%

Average frequency of restrictions No./ 10 year period 1 100%

Quantity available % of normal supply 80 100%

Supply Interruptions to Consumers

Planned Interruption:

Notice given to domestic customers Hours 24 100%

Notice given to commercial customers Days 2 100%

Notice given to industrial customers Days 7 95%

Notice to special customers Days 7 (personal notice) 100%

Maximum duration Hours 8 100%

Maximum frequency No. of customer/year 1 100%

Unplanned Interruption:

Maximum duration Hours 6 N/A

Working hours Hours 18 N/A

After hours maximum frequency No. per year 2 N/A




REPONSE TIMES

Supply Failure to All Customers:

Working hours Hours 1 100%

After hours Hours 2 100%

Minor Problems & General Inquiries:

Oral inquiry Working days 3 95%

Written inquiry Weeks 3 100%

Time to provide new connection in serviced area

Working days 20 (80% of requests) 95%

WATER QUALITY

Compliance with NH&MRC/ADWG (2010 edition)

% of samples 100 95%

(Source: PMHC Draft Strategic Business Plan for Water Supply Services, Hunter Water, Nov 2012)

6.2 Sewerage The levels of service (LOS) applied to PMHC’s sewerage systems are the targets that PMHC aims to achieve. They are not intended as a formal customer contract.

PMHC’s system design and operation are based on providing the following levels of service:

Table 11: Levels of Service for Sewerage



AVAILABILITY OF SUPPLY

Availability of point of connection Rated allotments within defined service areas.

100% 100%

Provide junction in sewered area Working days 5 99%

Overflow of Sewage to the Environment

Major overflow (pumping station & rising main)

Max no. per year 3 99%

Minor overflow (reticulation) No. per 100 km main per year

45 99%

Response Time to System Failures

Priority 1 (major spill) Minutes 30 (1 hour outside working hours)

90%

Priority 2 (moderate spill) Hours 1 (2 hours outside working hours)

90%

Priority 3 (minor spill) Hours 2 (8 hours outside working hours)

90%




Response Time to Customer Complaints

Oral complaints Working day 1 95%

Written complaints Weeks. 3 95%

No. of Incidences Causing Complaints

Written or telephone complaints about sewage related incidents.

No. per year Less than 50

Sewage related Odours (confirmed by a Council officer as generated from a sewerage system)

Note: Odour should not be detectable outside buffer zone (400 metres) around treatment works.

No. per year per system Less than 20

Effluent Quality

Meet EPA licence conditions for all sewage treatment plants.

% 100 95%

(Source: PMHC Draft Strategic Business Plan for Water Supply Services, Hunter Water, Nov 2012)


7 Design Parameters

Investigation, design and construction of water supply components are based on:

PMHC water supply levels of service (Refer to section 6.1)

Water Supply Investigation manual (1986)

WSAA water supply code of Australia –2011

PMHC AusSpec design specifications

Investigation, design and construction of sewerage components are based on:

PMHC sewerage service levels of service (Refer to section 6.12)

Manual of Practice: Sewer Design (1984)

Manual of Practice: Sewage Pumping Station Design (1986)

WSAA Sewerage Code of Australia – WSA 02-2002

WSAA Pressure Sewerage Code of Australia – WSA 07 – 2007


8 Developer Charges Methodology

8.1 Capital Charge The capital charges were calculated for PMHC water supply and sewerage service areas based on the existing and future assets providing the services in these areas. The capital charge is calculated per ET (i.e. PV of capital cost of the assets divided by the PV of number of new ETs). This is to enable the derivation of present value of capital charges from the annual bills paid by the development and the capital cost of the asset.

The calculation outcomes of the water supply capital charges are provided in Appendix C (Table 4) and summarised in section 9. The calculations of the sewerage capital charges are provided in Appendix D (Table 4) and summarised in section 10.

Generally, the capacity of an asset would not be fully utilised until some years after construction of the asset. The guidelines therefore take account of the period to full take-up of the capacity of an asset in calculating the capital charge.

The Return on Investment (ROI) is based on the holding cost of early investment and recovery of the cost over time. The annual payments have to provide a return on the investment to reflect the discounting of future payments. In accordance with IPART’s Determination 9, 2000, the capital charges were calculated based on the following discount rates

Table 12: Discount Rates Used in the Capital Charge Calculation

Assets Time to Full Take-up Discount Rate

Pre-1996 assets From January 1996 until the asset capacity will be taken up.

3% per annum

Post 1996 assets From the commissioning date until the capacity will be taken up.

7% per annum

8.2 Reduction Amount The reduction amount represents the portion of the efficient cost of assets used to service a development area that the LWU expects to recover through its annual bills to the new residents.

Council has adopted a NPV of annual bills method to calculate the Reduction Amount. This method calculates the reduction amount as the NPV for 30 years of the future net income from annual charges (income less OMA) for the development area.


9 Water Supply DSP

9.1 Capital Charge and Agglomeration The draft guidelines recommend that when the capital charges for two or more service areas are within 30% they should be agglomerated into a single DSP.

Long Flat and Telegraph Point service areas capital charges are within 30% of each other, therefore, they are required to be agglomerated into a single DSP area. Comboyne and Hastings (including Port Macquarie, Wauchope, Camden Haven, Development Area 13: Thrumster, 14: Lake Cathie/Bonny Hills, 15: Camden Haven) are also within 30% of each other, they are required to be agglomerated into a single DSP area.

The weighted average capital charge is calculated on the proportion of growth in each service area. The weighted capital charge is shown in Table 13. Detailed calculation is provided in Appendix C.

Table 13: Water Supply Weighted Capital Charge and Agglomeration Calculation

Service Area Capital Charge 2013/14

Water Supply DSP (WDSP)

Area

Weighted Capital Charge per DSP

Area 2013/14

PV of New ETs

Proportion of PV of New ETs

($ per ET) ($ per ET) %

Long Flat 26,248 WDSP1 23,509

19 43.9%

Telegraph Point 21,368 20 56.1%

Comboyne 14,648 WDSP2 11,733

23 0.1%

Hasting 11,730 21,087 99.9%

9.2 Developer Charge Developer charge is capital charge less the reduction amount. The reduction amount calculation methodology is provided in section 8.2 and the calculation is provided in Table 5 of Appendix C.

The PMHC calculated water supply developer charge is provided in Table 14.

Table 14: Water Supply Developer Charge

Service Area Water Supply DSP (WDSP)

Area

Weighted Capital

Charge per DSP Area

Reduction Amount

Calculated Developer

Charge 2013/14


Charge 2014/15

Proposed Developer

Charge First Quarter 2014/15

($ per ET) ($ per ET) ($ per ET) ($ per ET) ($ per ET)

Long Flat WDSP1 23,509

2,650

20,859 21,402 9,320 Telegraph Point

Comboyne WDSP2 11,733 9,084 9,320 9,320

Hasting

Note: 2013/14 Developer Charge is calculated using Sydney CPI for Jun 2012 to Jun 2013 of 2.6% /year


9.3 Water Supply Cross-Subsidy PMHC proposes to:

For WDSP2: Adopt the calculated charge

For WDSP1: Adopt the same charge as for WDSP2.

This means that new development in WDSP1 will be subsidised to the value of $12,082 per ET.

The growth in the WDSP1 area is slow. As shown in Table 3, the estimated growth in this area is 32 new ET over the next 25 years, an average of 1.25 ET per year. The value of the cross subsidy is therefore approximately $15,100 per year. The average number of water supply assessments over this period is estimated at 32,000. Therefore, the average cross subsidy is less than $0.50 per assessment. This cross subsidy will be paid through the annual charges.


10 Sewerage DSP

10.1 Capital Charge and Agglomeration As mentioned in section 9.1, when the capital charges for two or more service areas are within 30% they should be agglomerated into a single DSP. Kew/Kendall and Dunbogan service areas capital charges are within 30% of each other, Wauchope, Lake Cathie/ Bonny Hills and Port Macquarie service areas capital charges are also within 30% of each other, therefore they are required to be agglomerated into single DSP areas.

The weighted average capital charge is calculated on the proportion of growth in each service area. The weighted capital charge is shown in Table 15. Detailed calculation is provided in Appendix D.

Table 15: Sewerage Weighted Capital Charge and Agglomeration Calculation

Service Area Capital Charge 2013/14

Sewerage DSP (SDSP) Area

Weighted Capital Charge per DSP

Area 2013/14

PV of New ETs Proportion of PV of New ETs

($ per ET) ($ per ET) %

Kew /Kendall 14,405 SDSP1 11,436

272 27.0

Dunbogan 10,339 735 73.0

Wauchope 7,184

SDSP2 6,111

486 7.0

Lake Cathie /Bonny Hills 6,188 5,326 76.6

Port Macquarie 5,297 1,143 16.4

10.2 Developer Charge Developer charge is capital charge minus the reduction amount. The reduction amount calculation methodology is provided in section 8.2 and the calculation is provided in Table 5 of Appendix D.

The PMHC calculated sewerage developer charge is provided in Table 16.

Table 16: Sewerage Developer Charges

Service Area Sewerage DSP (SDSP)

Area

Weighted Capital

Charge per DSP Area

Reduction Amount


Charge 2013/14


Charge 2014/15

Proposed Developer

Charge First Quarter 2014/15

($ per ET) ($ per ET) ($ per ET) ($ per ET) ($ per ET)

Kew /Kendall SDSP1 11,436

2,665

8,771 8,999 3,536 Dunbogan

Wauchope

SDSP2 6,111 3,447 3,536 3,536 Lake Cathie /Bonny Hills

Port Macquarie

Note: 2013/14 Developer Charge is calculated using Sydney CPI for Jun 2012 to Jun 2013 of 2.6% /year


10.3 Sewerage Cross-Subsidy PMHC proposes to:

For SDSP2: Adopt the calculated charge

For SDSP1: Adopt the same charge as for SDSP2.

This means that new development in SDSP1 will be subsidised to the value of $5,463 per ET.

The growth in the SDSP1 area is estimated at approximately 50 new ET per year in the next five years. The value of this cross subsidy is therefore approximately $270,000 per year. The average number of sewerage assessments over this period is estimated at 30,000. Therefore, the average cross subsidy is $9 per assessment. This cross subsidy will be paid through the annual charges.


11 Other Documents

11.1 Background Documents The calculation and data used in the DSP are detailed in the following background documents, published as a separate volume.

PMHC DSP Background Document for Water Supply

PMHC DSP Background Document for Sewerage

Note: These background documents contain detailed calculations for the capital charges, reduction amount and developer charges, including asset commissioning dates, size/length of assets, MEERA valuation of assets, 30 years capital works program, assets current and future capacities.

11.2 Reference Documents Data from the following reference document was used in the preparation of the DSPs.

Developer Charges Guidelines for Water Supply, Sewerage and Stormwater - Consultation Draft 2012, published by Department of Primary Industries, NSW Office of Water

PMHC draft Strategic Business Plan for Water Supply Service (Nov 2012) including Financial Plan

PMHC draft Strategic Business Plan for Sewerage Service (Nov 2012) including Financial Plan

PMHC Water Supply TBL Performance Report

PMHC Sewerage TBL Performance Report


12 Glossary

Below is a list of some terms used in Development Servicing Plans.

Abbreviation Definition

Asset An asset (or part of an asset) including land and headwork’s assets that directly provides, or will provide, the developer services to developments within the DSP area for which the Developer Charge is payable

ADWF Average dry weather flow. One of the design parameters for flow in sewers.

Capital Charge Capital cost of assets per ET x Return on Investment (ROI) factor

Capital Cost The present Value (MEERA basis) of assets used to service the development

CPI Consumer Price Index

Developer Charge Also referred to as developer contribution.

A charge levied on developers to recover part of the capital cost incurred in providing infrastructure to new development

Development Area That part of a water utility area covered by a particular Development Servicing Plan. Also referred to as DSP Area.

DSP Development Servicing Plan

EP Equivalent Person

ET Equivalent Tenement

LEP Local Environment Plan

LWU Local water utility (NSW)

MEERA Modern Equivalent Engineering Replacement Asset

NPV Net Present Value

OMA Operation, maintenance and administration (costs)

PMHC Port Macquarie-Hastings Council

Post Asset An Asset that was commissioned by a water utility on or after 1st January of the specified year or that is yet to be commissioned

PV Present Value

Pre Asset An Asset that was commissioned by a water utility before 1st January of the specified year

PS Pumping Station

Reduction Amount The amount by which the capital charge is reduced to arrive at the developer charge. This amount reflects the present value of the capital contribution that will be paid by the occupier of a development as part of future annual charges

ROI Return on investment. Represents the income that is, or could be, generated by investing money


Abbreviation Definition

Service Area An area serviced by a separate water supply and sewerage system, a separate small town or village, or a new development of over 500 lots (Note: this is standard terminology from the Developer Charges Guidelines for Water Supply, Sewerage and Stormwater (2012) - Consultation Draft).

STP Sewerage Treatment Plant

TBL Triple Bottom Line

TRB Typical residential bill. The principal indicator of the overall cost of a water supply or sewerage system and is the bill paid by a residential customer using the utility’s average annual residential water supplied per connected property.

WTP Water Treatment Plant

UV Disinfection Ultraviolet Disinfection

Water Supply and Sewerage Development Servicing Plans 2014 HydroScience

Appendix A PMHC Water Supply and Sewerage Service Areas


A1 – Water Supply Service Areas Boundaries

Figure 7: Water Supply DSP Boundaries - Long Flat


Figure 8: Water Supply DSP Boundaries - Telegraph Point

Figure 9: Water Supply DSP Boundaries - Comboyne

Figure 10: Water Supply DSP Boundaries - Port Macquarie


Figure 11: Water Supply DSP Boundaries - Wauchope and Beechwood


Figure 12: Water Supply DSP Boundaries - Bonny Hills and Lake Cathie

Figure 13: Water Supply DSP Boundaries - Camden Haven


A2 – Sewerage Service Areas Boundaries

Figure 14: Sewerage DSP Boundaries - Camden Haven

Figure 15: Sewerage DSP Boundaries - Wauchope and Beechwood


Figure 16: Sewerage DSP Boundaries - Bonny Hills and Lake Cathie

Figure 17: Sewerage DSP Boundaries - Port Macquarie


Appendix B Population Projections and Development


B1 – ET Growth Projections

Water DSP AreaHouseholds

2011Households

2036Change in

Households Total GrowthAvge Annual

Growth

W1 - Hastings 29,011 42,152 13,141 45% 1.55%W2 - Comboyne 80 88 8 10% 0.40%W3 - Long Flat 43 51 8 19% 0.70%

W4 - Telegraph Point 185 194 9 5% 0.20%Grand Total 29,319 42,485 13,166

Sewer DSP Area Households 2011

Households 2036

Change in Households

Total Growth Avge Annual Growth

S1- Kew/Kendall 1,225 2,011 786 64% 2.10%

S2 - Dunbogan 2,923 3,272 349 12% 0.50%

S3 - Wauchope 2,743 3,899 1,156 42% 1.50%

S4 - Port Macquarie 18,550 26,964 8,414 45% 1.60%

S5 - Lake Cathie/Bonny Hills 2,351 4,211 1,860 79% 2.50%

Grand Total 27,792 40,357 12,565

Annual Growth Rate Calculation

Year W1 - Hastings W2 - Comboyne W3 - Long Flat

W4 - Telegraph Point S1- Kew/Kendall

S2 - Dunbogan

S3 - Wauchope

S4 - Port Macquarie

S5 - Lake Cathie/Bonny Hills

Rate 1.55% 0.40% 0.70% 0.20% 2.10% 0.50% 1.50% 1.60% 2.50%2012 29,011 80 43 185 1,225 2,923 2,743 18,550 2,3512013 29,461 80 43 185 1,251 2,938 2,784 18,847 2,410 2014 29,917 81 44 186 1,277 2,952 2,826 19,148 2,470 2015 30,381 81 44 186 1,304 2,967 2,868 19,455 2,532 2016 30,852 81 44 186 1,331 2,982 2,911 19,766 2,595 2017 31,330 82 45 187 1,359 2,997 2,955 20,082 2,660 2018 31,816 82 45 187 1,388 3,012 2,999 20,404 2,726 2019 32,309 82 45 188 1,417 3,027 3,044 20,730 2,795 2020 32,810 83 45 188 1,447 3,042 3,090 21,062 2,864 2021 33,318 83 46 188 1,477 3,057 3,136 21,399 2,936 2022 33,835 83 46 189 1,508 3,072 3,183 21,741 3,009 2023 34,359 84 46 189 1,540 3,088 3,231 22,089 3,085 2024 34,892 84 47 189 1,572 3,103 3,280 22,442 3,162 2025 35,432 84 47 190 1,605 3,119 3,329 22,801 3,241 2026 35,982 85 47 190 1,639 3,134 3,379 23,166 3,322 2027 36,539 85 48 191 1,673 3,150 3,429 23,537 3,405 2028 37,106 85 48 191 1,708 3,166 3,481 23,914 3,490 2029 37,681 86 48 191 1,744 3,182 3,533 24,296 3,577 2030 38,265 86 49 192 1,781 3,198 3,586 24,685 3,667 2031 38,858 86 49 192 1,818 3,214 3,640 25,080 3,758 2032 39,460 87 49 193 1,856 3,230 3,694 25,481 3,852 2033 40,072 87 50 193 1,895 3,246 3,750 25,889 3,949 2034 40,693 87 50 193 1,935 3,262 3,806 26,303 4,047 2035 41,324 88 50 194 1,976 3,278 3,863 26,724 4,149 2036 41,964 88 51 194 2,017 3,295 3,921 27,151 4,252

Target 42152 88 51 194 2,011 3,272 3,899 26,964 4,211

Summary - Residential Growth


Actual assessements

Projection using same Annual Growth Rate

Water DSP Area Non-Res 2011 Non-Res 2036 GrowthTotal

GrowthAvge Annual

Growth

W1 - Hastings 2075 3,001 926 45% 1.55%W2 - Comboyne 26 29 3 10% 0.40%W3 - Long Flat 11 13 2 18% 0.70%

W4 - Telegraph Point 28 29 1 5% 0.20%Grand Total 2,140 3,072 932

7% Non Res based on assessments

Projection using same Annual Growth Rate

Sewer DSP Area Non-Res 2011 Non-Res 2036 Growth Total Growth

Avge Annual Growth

S1- Kew/Kendall 86 141 55 2.10%

S2 - Dunbogan 205 231 26 13% 0.50%

S3 - Wauchope 192 274 82 43% 1.50%S4 - Port Macquarie 1,299 1,901 602 46% 1.60%S5 - Lake Cathie/Bonny Hills 165 298 133 81% 2.50%

Grand Total 1,945 2,845 899



S2 - Dunbogan

S3 - Wauchope

S4 - Port Macquarie


Rate 1.55% 0.40% 0.70% 0.20% 2.10% 0.50% 1.50% 1.60% 2.50%2012 2,075 26 11 28 86 205 192 1,299 1652013 2,107 26 11 28 88 206 195 1,319 169 2014 2,140 26 11 28 89 207 198 1,340 173 2015 2,173 26 11 28 91 208 201 1,362 177 2016 2,207 26 11 28 93 209 204 1,384 182 2017 2,241 27 11 28 95 210 207 1,406 186 2018 2,276 27 11 28 97 211 210 1,428 191 2019 2,311 27 12 28 99 212 213 1,451 196 2020 2,347 27 12 28 101 213 216 1,474 201 2021 2,383 27 12 29 103 214 220 1,498 206 2022 2,420 27 12 29 106 215 223 1,522 211 2023 2,458 27 12 29 108 216 226 1,546 216 2024 2,496 27 12 29 110 217 230 1,571 221 2025 2,534 27 12 29 112 218 233 1,596 227 2026 2,574 27 12 29 115 219 237 1,622 233 2027 2,613 28 12 29 117 221 240 1,648 238 2028 2,654 28 12 29 120 222 244 1,674 244 2029 2,695 28 12 29 122 223 247 1,701 250 2030 2,737 28 12 29 125 224 251 1,728 257 2031 2,779 28 13 29 127 225 255 1,756 263 2032 2,822 28 13 29 130 226 259 1,784 270 2033 2,866 28 13 29 133 227 262 1,812 276 2034 2,911 28 13 29 135 228 266 1,841 283 2035 2,956 29 13 29 138 229 270 1,871 290 2036 3,001 29 13 29 141 231 274 1,901 298

Summary - Non-Residential Growth


Summary - Service Area Growth (including Residential Non-Resisdential)

Water DSP Area ET 2011 ET 2036 Change in ET Total Growth Avge Annual Growth

W1 - Hastings 36,274 52,657 16,384 45% 1.50%W2 - Comboyne 171 188 17 10% 0.38%W3 - Long Flat 82 97 15 18% 0.68%

W4 - Telegraph Point 283 297 14 5% 0.19%Grand Total 36,809 53,239 16,430

Sewer DSP Area Households 2011

Households 2036

Change in Households

Total Growth Avge Annual Growth

S1- Kew/Kendall 1,525 2,505 980 64% 2.01%S2 - Dunbogan 3,639 4,079 440 12% 0.46%S3 - Wauchope 3,415 4,860 1,445 42% 1.42%S4 - Port Macquarie 23,095 33,616 10,521 46% 1.51%S5 - Lake Cathie/Bonny Hills 2,927 5,253 2,326 79% 2.37%

Grand Total 34,601 50,313 15,712

Annual Growth Rate Calculation



S2 - Dunbogan

S3 - Wauchope

S4 - Port Macquarie


Rate 1.50% 0.38% 0.68% 0.19% 2.01% 0.46% 1.42% 1.51% 2.37%2011 36,274 171 82 283 1,525 3,639 3,415 23,095 2,9272012 36,818 172 82 284 1,556 3,656 3,464 23,444 2,9962013 37,371 172 83 284 1,587 3,673 3,513 23,799 3,0672014 37,933 173 83 285 1,619 3,689 3,563 24,159 3,1402015 38,502 174 84 285 1,651 3,706 3,613 24,524 3,2142016 39,081 174 84 286 1,684 3,723 3,665 24,895 3,2902017 39,668 175 85 286 1,718 3,740 3,717 25,272 3,3682018 40,264 176 85 287 1,752 3,757 3,770 25,654 3,4482019 40,868 176 86 287 1,788 3,775 3,823 26,043 3,5292020 41,482 177 87 288 1,823 3,792 3,877 26,437 3,6132021 42,105 178 87 288 1,860 3,809 3,933 26,837 3,6982022 42,738 178 88 289 1,897 3,827 3,988 27,243 3,7862023 43,380 179 88 290 1,935 3,844 4,045 27,655 3,8752024 44,031 180 89 290 1,974 3,862 4,103 28,073 3,9672025 44,693 180 90 291 2,014 3,879 4,161 28,498 4,0612026 45,364 181 90 291 2,054 3,897 4,220 28,929 4,1572027 46,045 182 91 292 2,095 3,915 4,280 29,367 4,2562028 46,737 182 91 292 2,137 3,933 4,341 29,811 4,3562029 47,439 183 92 293 2,180 3,951 4,403 30,262 4,4592030 48,151 184 93 293 2,224 3,969 4,465 30,720 4,5652031 48,875 185 93 294 2,268 3,987 4,529 31,185 4,6732032 49,609 185 94 295 2,314 4,005 4,593 31,656 4,7842033 50,354 186 95 295 2,360 4,024 4,658 32,135 4,8972034 51,110 187 95 296 2,408 4,042 4,724 32,622 5,0132035 51,878 187 96 296 2,456 4,061 4,792 33,115 5,1312036 52,657 188 97 297 2,505 4,079 4,860 33,616 5,253

Target 52,657 188 97 297 2,505 4,079 4,860 33,616 5,253


B2 - Extracts from PMHC Growth Management Strategy Table 17: Dwelling Growth Projections Summary (updated 2013)

UGR No. Urban Growth Region Growth 2012-2036

1 Camden Haven East 349 2 Camden Haven West 786 3 Flynns Beach 108 4 Gordon Street 651 5 Hastings River Canals 141 6 Innes Peninsula 2153 7 Lake Cathie - Bonny Hills 2051 8 Lighthouse Beach - Greenmeadows 774 9 Lord Street 313 10 Port Macquarie Rural Fringe 814 11 Rural 373 12 Shelly Beach - Bellevue Hill 428 13 Thrumster 2941 14 Town Beach - CBD 437 15 Wauchope 1008 16 Westport 447 Total 13774

Figure 18: 2013 Dwelling Forecast Areas


Table 18: 2013 ID Catchments for Current Customer Calculation Small Area Water DSP Sewer DSP

Camden Haven East W1 - Hastings S2- Dunbogan Camden Haven West W1 - Hastings S1 - Kew/Kendall Hastings River Canals W1 - Hastings S4 - Port Macquarie Innes Peninsula W1 - Hastings S4 - Port Macquarie Lake Cathie - Bonny Hills W1 - Hastings S5 - LC-BH Lighthouse Beach - Greenmeadows W1 - Hastings S4 - Port Macquarie Shelly Beach - Bellevue Hill W1 - Hastings S4 - Port Macquarie Thrumster W1 - Hastings S4 - Port Macquarie Town Beach - CBD W1 - Hastings S4 - Port Macquarie Wauchope W1 - Hastings S3 - Wauchope Westport W1 - Hastings S4 - Port Macquarie Gordon Street W1 - Hastings S4 - Port Macquarie Lord Street W1 - Hastings S4 - Port Macquarie

Town Beach - CBD W1 - Hastings S4 - Port Macquarie Port Macquarie Rural Fringe W1 - Hastings Not in DSP

Rural Telegraph Point Not in DSP Rural Long Flat Not in DSP Rural Comboyne Not in DSP

Rural Hastings - VPA S3 - Wauchope : 51 lot Urban & 46 lot RR, rest not in DSP


Table 19: DSP Area for each Proposed Development

Urban Growth Region Name

ID 2013 Dev Area No.

Area Dwellings

Growth 2012-2036

Water DSP Sewer DSP

Camden Haven East Investigator Way, Laurieton 44A 1.5 15 15 W1 - Hastings S2- Dunbogan

Camden Haven East Laurieton Vacant Residential Land 44B 12.0 108 101 W1 - Hastings S2- Dunbogan

Camden Haven East North Haven Vacant Residential Land 52 5.2 47 15 W1 - Hastings S2- Dunbogan

Camden Haven East West Haven Vacant Residential Land 70 1.9 17 17 W1 - Hastings S2- Dunbogan

Camden Haven East West Haven Future Development 199 4.1 20 20 W1 - Hastings S2- Dunbogan

Camden Haven East Scarborough Way, Dunbogan 20 15.8 120 110 W1 - Hastings S2- Dunbogan

Camden Haven West Mountain Spring Drive, Kendall 5 15.0 120 50 W1 - Hastings S1 - Kew/Kendall

Camden Haven West Fagans Crescent, Kendall 23 2.2 20 4 W1 - Hastings S1 - Kew/Kendall

Camden Haven West Batar Creek Rd South, Kendall 236 20.1 121 0 W1 - Hastings Not in DSP

Camden Haven West Kew West Development 35 16.8 134 25 W1 - Hastings S1 - Kew/Kendall

Camden Haven West Kew East Development 34 66.9 626 300 W1 - Hastings S1 - Kew/Kendall

Camden Haven West UGMS Area 15 33 87.7 800 285 W1 - Hastings S1 - Kew/Kendall

Camden Haven West Fairwinds Estate, Lakewood 42 10.3 93 72 W1 - Hastings S1 - Kew/Kendall

Camden Haven West Lakewood Future Development 43 7.1 30 0 W1 - Hastings S1 - Kew/Kendall

Hastings River Canals Settlement Shores - North Harbour 51 4.4 101 101 W1 - Hastings

S4 - Port Macquarie

Hastings River Canals 172-180 River Park Road 65 0.9 14 14 W1 - Hastings

S4 - Port Macquarie

Hastings River Canals 19 Aston Street 209 1.0 20 20 W1 - Hastings S4 - Port Macquarie

Innes Peninsula Braeroy Drive 31 194.4 955 1178 W1 - Hastings S4 - Port Macquarie

Innes Peninsula Philip Charley Drive precinct A109 64.5 291 291 W1 - Hastings

S4 - Port Macquarie

Innes Peninsula Oxley Park Estate 25 14.7 146 146 W1 - Hastings S4 - Port Macquarie

Innes Peninsula Braeroy Estate A108 56 56 W1 - Hastings S4 - Port Macquarie

Innes Peninsula Kingfisher Road Residential land 37 11.9 119 119 W1 - Hastings

S4 - Port Macquarie

Innes Peninsula 182-184 Lake Road A110 0.4 12 12 W1 - Hastings S4 - Port Macquarie

Innes Peninsula Toorak Road 67 2.5 50 50 W1 - Hastings S4 - Port Macquarie

Innes Peninsula Innes Peninsula UGMS land 3 30.8 308 235 W1 - Hastings

S4 - Port Macquarie

Port Macquarie Rural Fringe

Kings Creek Rural Residential 241 1117.2 107 107 W1 - Hastings Not in DSP


Le Clos Verdun, Sancrox 242 191.8 139 139

Hastings - VPA Not in DSP




Area Dwellings

Growth 2012-2036

Water DSP Sewer DSP


Sancrox Rural Residential Investigation 244 1180.1 469 227

Hastings - VPA Not in DSP


Lake Innes Urban Investigation area 40 661.6 1500 220 Not in DSP Not in DSP


Tuffins Lane Development 69 5.6 25 21 W1 - Hastings

S4 - Port Macquarie

Lake Cathie - Bonny Hills

St Lucia Place, Bonny Hills A102 1.6 14 14 W1 - Hastings LC-BH


Ocean Club Resort Retirement Village A103 20.6 260 260 W1 - Hastings LC-BH

Lake Cathie - Bonny Hills Seawide Estate 54 21.7 450 450 W1 - Hastings LC-BH Lake Cathie - Bonny Hills St Vincents Land 10A 73.5 900 900 W1 - Hastings LC-BH Lake Cathie - Bonny Hills

Bonny Hills Existing Residential Land 32 4.3 35 35 W1 - Hastings LC-BH


Bonny Hills Unsubdivided Residential land 10B 11.3 90 30 W1 - Hastings Not in DSP


Lake Cathie Unsubdivided Residential land 203 37.4 299 45 W1 - Hastings LC-BH


Bonny Hills Urban Investigation Area 12 135.3 500 147 Not in DSP Not in DSP


Lake Cathie Urban Investigation Area 39 49.6 397 14 Not in DSP Not in DSP

Lighthouse Beach - Greenmeadows

Greenmeadows Drive South 28 8.8 62 62 W1 - Hastings

S4 - Port Macquarie


Greenmeadows Drive North 226 4.7 40 40 W1 - Hastings

S4 - Port Macquarie

Lighthouse Beach - Greenmeadows Emerald Downs 21 36.5 278 278 W1 - Hastings

S4 - Port Macquarie

Lighthouse Beach - Greenmeadows Yaluma Drive 211 20.1 159 159 W1 - Hastings

S4 - Port Macquarie


Transit Hill Residential land 68 8.7 35 35 W1 - Hastings

S4 - Port Macquarie


Ocean Drive Residential land 212 4.5 45 45 W1 - Hastings

S4 - Port Macquarie

Rural Telegraph Point Residential Land 64 3.1 25 9

Telegraph Point Not in DSP

Rural Long Flat Residential Land 49 5.9 47 8 Long Flat Not in DSP

Rural Comboyne Residential Land A106 6.1 49 8 Comboyne Not in DSP

Rural Beechwood Rural Residential 240 119.9 120 120

Hastings - VPA

S3 - Wauchope : 51 lot Urban & 46 lot RR, rest not in DSP

Shelly Beach - Bellevue Hill Banksia Avenue 4 4.3 40 40 W1 - Hastings

S4 - Port Macquarie

Shelly Beach - Bellevue Hill

O'Briens Road residual 53 0.9 11 11 W1 - Hastings

S4 - Port Macquarie

Shelly Beach - Bellevue Hill 169 Pacafic Drive 219 3.4 51 51 W1 - Hastings

S4 - Port Macquarie




Area Dwellings

Growth 2012-2036

Water DSP Sewer DSP

Shelly Beach - Bellevue Hill Denning Place 18 0.5 11 11 W1 - Hastings

S4 - Port Macquarie

Thrumster Thrumster Development 66 762.0 4021 2941 W1 - Hastings

S4 - Port Macquarie

Town Beach - CBD

Port Macquarie Housing Redevelopment A111 97 97 W1 - Hastings

S4 - Port Macquarie

Wauchope Riverbreeze Drive 15 16.5 111 111 W1 - Hastings S3 - Wauchope Wauchope Clareville Estate 14 6.3 45 45 W1 - Hastings S3 - Wauchope Wauchope Timbertown Estate 245 11.2 94 94 W1 - Hastings S3 - Wauchope Wauchope Bago Road Rural Res A100 21 21 W1 - Hastings S3 - Wauchope Wauchope Millwood Mews 233 15.9 16 16 W1 - Hastings S3 - Wauchope

Wauchope Wauchope Vacant Residential Land 60 54.5 436 429 W1 - Hastings S3 - Wauchope

Wauchope West Wauchope Investigation area 73 158.6 1269 35 W1 - Hastings S3 - Wauchope

Wauchope Wauchope Residential Investigation area 13 4.3 43 0 W1 - Hastings S3 - Wauchope

Westport Mingaletta Aged Care F04 0 0 W1 - Hastings S4 - Port Macquarie

Westport Sierra Grange Retirement Village A101 3.6 41 41 W1 - Hastings

S4 - Port Macquarie

Westport Port Gateway Caravan Park A107 4.8 37 37 W1 - Hastings

S4 - Port Macquarie

Westport Friar Close A104 0.6 18 18 W1 - Hastings S4 - Port Macquarie

Westport The Retreat Home Village A105 20.9 137 137 W1 - Hastings

S4 - Port Macquarie

Westport Tomark Place 210 1.7 21 21 W1 - Hastings S4 - Port Macquarie

Westport 24 Lincoln Road 229 1.8 26 26 W1 - Hastings S4 - Port Macquarie

Westport 17 Nottingham Drive 47 0.7 10 10 W1 - Hastings S4 - Port Macquarie

Westport Westport Vacant Residential Land 8 3.5 20 20 W1 - Hastings

S4 - Port Macquarie

Westport Tuffins Lane Development 1 9.8 25 25 W1 - Hastings

S4 - Port Macquarie

Gordon Street Urban Consolidation Area FO1

1191.324 645 W1 - Hastings

S4 - Port Macquarie

Lord Street Urban Consolidation Area FO2

490.422 305 W1 - Hastings

S4 - Port Macquarie

Town Beach - CBD Urban Consolidation Area FO3

345.731 340 W1 - Hastings

S4 - Port Macquarie

INFILL

Camden Haven East Infill 71 W1 - Hastings S2- Dunbogan Camden Haven West Infill 50 W1 - Hastings S1 - Kew/Kendall

Flynns Beach Infill 108 W1 - Hastings S4 - Port Macquarie

Gordon Street Infill 6 W1 - Hastings S4 - Port Macquarie

Hastings River Canals Infill 6 W1 - Hastings S4 - Port Macquarie




Area Dwellings

Growth 2012-2036

Water DSP Sewer DSP

Innes Peninsula Infill 66 W1 - Hastings S4 - Port Macquarie

Lake Cathie - Bonny Hills Infill 156 W1 - Hastings


Lighthouse Beach - Greenmeadows Infill 155 W1 - Hastings

S4 - Port Macquarie

Lord Street Infill 8 W1 - Hastings S4 - Port Macquarie

Port Macquarie Rural Fringe Infill 100

50% W1- Hastings, 50% not in DSP Not in DSP

Rural Infill 228

51 lots in W1 - Hastings, rest not in DSP

51 lots in S3 - Wauchope, rest not in DSP

Shelly Beach - Bellevue Hill Infill 315 W1 - Hastings

S4 - Port Macquarie

Thrumster Infill 0 W1 - Hastings S4 - Port Macquarie

Town Beach - CBD Infill 0 W1 - Hastings S4 - Port Macquarie

Wauchope Infill 257 W1 - Hastings S3 - Wauchope

Westport Infill 112 W1 - Hastings S4 - Port Macquarie


Table 20: Annual Dwelling Growth Projections

Name Dev Area No.

Area Dwellings Growth 2012-2036

Projected Annual Growth

2012 13 14 15 16 17 18 19 Investigator Way, Laurieton 44A 1.52 15 15 3 4 3 2 2 1 Laurieton Vacant Residential Land 44B 11.99 108 101 1 2 3 5 5 North Haven Vacant Residential Land 52 5.24 47 15 West Haven Vacant Residential Land 70 1.944 17 17 1 1 1 West Haven Future Development 199 4.0876 20 20 Scarborough Way, Dunbogan 20 15.752 120 110 1 1 1 2 5 5 5 5 Mountain Spring Drive, Kendall 5 15.018 120 50 2 2 2 2 2 2 2 2 Fagans Crescent, Kendall 23 2.222 20 4 0 1 1 2 Batar Creek Rd South, Kendall 236 20.1 121 0 0 0 0 0 0 0 Kew West Development 35 16.75 134 25 1 1 1 1 1 1 1 1 Kew East Development 34 66.86 626 300 5 10 15 15 UGMS Area 15 33 87.72 800 285 0 0 5 10 10 10 Fairwinds Estate, Lakewood 42 10.29 93 72 1 2 3 3 3 3 3 3 Lakewood Future Development 43 7.1369 30 0 Settlement Shores - North Harbour 51 4.447 101 101 12 21 20 15 10 10 8 5 172-180 River Park Road 65 0.8969 14 14 1 1 2 5 5 19 Aston Street 209 0.989 20 20 0 5 5 5 Braeroy Drive 31 194.4 955 1178 9 19 30 40 40 40 40 40 Philip Charley Drive precinct A109 64.45 291 291 5 10 15 Oxley Park Estate 25 14.65 146 146 48 41 30 20 7 Braeroy Estate A108 56 56 7 13 15 10 8 3 Kingfisher Road Residential land 37 11.85 119 119 10 23 25 25 20 182-184 Lake Road A110 0.4456 12 12 6 3 3 Toorak Road 67 2.4798 50 50 3 6 10 10 10 Innes Peninsula UGMS land 3 30.76 308 235 Kings Creek Rural Residential 241 1117.2 107 107 13 18 15 12 10 10 10 10 Le Clos Verdun, Sancrox 242 191.76 139 139 5 10 10 10 Sancrox Rural Residential Investigation 244 1180.1 469 227 Lake Innes Urban Investigation area 40 661.57 1500 220 Tuffins Lane Development 69 5.6115 25 21 St Lucia Place, Bonny Hills A102 1.565 14 14 4 2 3 2 2 1 Ocean Club Resort Retirement Village A103 20.59 260 260 0 30 50 50 50 50 30 Seawide Estate 54 21.73 450 450 10 20 22 30 45 St Vincents Land 10A 73.46 900 900 15 30 Bonny Hills Existing Residential Land 32 4.316 35 35 1 2 2 3 3 3 Bonny Hills Unsubdivided Residential land 10B 11.29 90 30 Lake Cathie Unsubdivided Residential land 203 37.42 299 45 1 2 2 2 2 2 Bonny Hills Urban Investigation Area 12 135.3 500 147 Lake Cathie Urban Investigation Area 39 49.59 397 14 Greenmeadows Drive South 28 8.752 62 62 7 7 7 7 7 7 7 6 Greenmeadows Drive North 226 4.719 40 40 3 3 3 3 3 3 3 Emerald Downs 21 36.51 278 278 6 7 15 20 20 20 20 21 Yaluma Drive 211 20.11 159 159 6 3 10 10 15 15 15 15 Transit Hill Residential land 68 8.704 35 35 Ocean Drive Residential land 212 4.5 45 45 Telegraph Point Residential Land 64 3.0806 25 9 1 1 1 Long Flat Residential Land 49 5.882 47 8 1 1 1 Comboyne Residential Land A106 6.141 49 8 1 1 Beechwood Rural Residential 240 119.9 120 120 Banksia Avenue 4 4.2905 40 40 10 12 8 6 4


Name Dev Area No.

Area Dwellings Growth 2012-2036

Projected Annual Growth

2012 13 14 15 16 17 18 19 O'Briens Road residual 53 0.9412 11 11 0 7 3 1 169 Pacafic Drive 219 3.37 51 51 0 7 7 Denning Place 18 0.4547 11 11 0 0 3 3 2 3 Thrumster Development 66 762 4021 2941 5 6 20 40 80 100 110 115 Port Macquarie Housing Redevelopment A111 97 97 97 Riverbreeze Drive 15 16.498 111 111 13 8 10 10 10 10 10 10 Clareville Estate 14 6.311 45 45 1 0 4 5 5 5 5 5 Timbertown Estate 245 11.17 94 94 4 9 15 15 15 15 10 8 Bago Road Rural Res A100 21 21 1 2 1 2 2 2 2 2 Millwood Mews 233 15.87 16 16 16 Wauchope Vacant Residential Land 60 54.52 436 429 5 West Wauchope Investigation area 73 158.6 1269 35 Wauchope Residential Investigation area 13 4.258 43 0 Mingaletta Aged Care F04 0 0 Sierra Grange Retirement Village A101 3.615 41 41 3 4 10 10 8 6

Port Gateway Caravan Park A107 4.843 37 37 -60 5 5 7 11 15 15

Friar Close A104 0.588 18 18 11 2 2 2 1 The Retreat Home Village A105 20.91 137 137 10 10 10 10 10 10 10 10 Tomark Place 210 1.7 21 21 2 2 2 2 2 2 2 2 24 Lincoln Road 229 1.766 26 26 3 3 4 4 4 4 17 Nottingham Drive 47 0.66 10 10 2 3 3 Westport Vacant Residential Land 8 3.541 20 20 Tuffins Lane Development 1 9.8171 25 25 Urban Consolidation Area FO1 1191 645 5 10 15 Urban Consolidation Area FO2 490.4 305 9 9 9 9 9 10 10 10 Urban Consolidation Area FO3 345.7 340 3 4 5 8 10 10 15

Infill 71 6 7 7 3 3 3 3 3 Infill 50 2 2 2 2 2 2 2 2 Infill 108 2 1 1 2 3 4 5 5 Infill 6 4 1 1 0 0 0 0 0 Infill 6 3 2 1 0 0 0 0 0 Infill 66 8 8 5 3 2 2 2 2 Infill 156 12 12 12 12 10 10 8 8 Infill 155 23 12 8 7 5 5 5 5 Infill 8 3 2 1 1 1 0 0 0 Infill 100 4 4 4 4 4 4 4 4 Infill 228 12 12 12 12 12 12 12 12 Infill 315 13 12 10 10 10 10 10 10 Infill 0 0 0 0 0 0 0 0 0 Infill 0 0 0 0 0 0 0 0 0 Infill 257 11 7 5 5 7 7 7 10 Infill 112 4 3 3 3 3 3 3 5


Table 20 Continued

Urban Growth Region Name Projected Annual Growth

2020 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 Camden Haven East Investigator Way, Laurieton

Camden Haven East Laurieton Vacant Residential Land 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5

Camden Haven East North Haven Vacant Residential Land 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Camden Haven East West Haven Vacant Residential Land 2 2 2 2 2 2 1 1

Camden Haven East West Haven Future Development 1 1 2 2 2 2 2 2 2 2 2

Camden Haven East Scarborough Way, Dunbogan 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Camden Haven West Mountain Spring Drive, Kendall 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Camden Haven West Fagans Crescent, Kendall Camden Haven West Batar Creek Rd South, Kendall 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Camden Haven West Kew West Development 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Camden Haven West Kew East Development 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 Camden Haven West UGMS Area 15 10 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 Camden Haven West Fairwinds Estate, Lakewood 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 Camden Haven West Lakewood Future Development

Hastings River Canals Settlement Shores - North Harbour

Hastings River Canals 172-180 River Park Road Hastings River Canals 19 Aston Street 5 Innes Peninsula Braeroy Drive 40 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 Innes Peninsula Philip Charley Drive precinct 20 25 30 30 30 30 30 30 20 10 6 Innes Peninsula Oxley Park Estate Innes Peninsula Braeroy Estate Innes Peninsula Kingfisher Road Residential land 16 Innes Peninsula 182-184 Lake Road Innes Peninsula Toorak Road 7 4 Innes Peninsula Innes Peninsula UGMS land 10 20 25 30 30 30 30 30 30 Port Macquarie Rural Fringe Kings Creek Rural Residential 5 4 Port Macquarie Rural Fringe Le Clos Verdun, Sancrox 15 16 15 15 15 15 10 3 Port Macquarie Rural Fringe

Sancrox Rural Residential Investigation 5 5 5 5 10 17 20 20 20 20 20 20 20 20 20


Lake Innes Urban Investigation area 10 15 20 20 20 20 20 20 25 25 25

Port Macquarie Rural Fringe Tuffins Lane Development 2 3 4 4 4 4 Lake Cathie - Bonny Hills St Lucia Place, Bonny Hills Lake Cathie - Bonny Hills

Ocean Club Resort Retirement Village

Lake Cathie - Bonny Hills Seawide Estate 45 45 45 45 45 45 33 15 5 Lake Cathie - Bonny Hills St Vincents Land 32 32 34 34 34 34 46 64 74 79 79 79 79 70 40 30 15 Lake Cathie - Bonny Hills

Bonny Hills Existing Residential Land 3 3 3 3 3 3 2 1


Bonny Hills Unsubdivided Residential land 1 2 3 3 3 3 3 3 3 3 3



2020 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 Lake Cathie - Bonny Hills

Lake Cathie Unsubdivided Residential land 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2


Bonny Hills Urban Investigation Area 9 39 49 50


Lake Cathie Urban Investigation Area 14

Lighthouse Beach - Greenmeadows Greenmeadows Drive South 4 2 1 Lighthouse Beach - Greenmeadows Greenmeadows Drive North 3 3 3 3 3 2 1 1 Lighthouse Beach - Greenmeadows Emerald Downs 23 23 23 23 22 20 10 5 Lighthouse Beach - Greenmeadows Yaluma Drive 15 15 15 15 10 Lighthouse Beach - Greenmeadows Transit Hill Residential land 5 5 5 5 5 5 5 Lighthouse Beach - Greenmeadows Ocean Drive Residential land 5 5 5 5 5 5 5 5 5 Rural Telegraph Point Residential Land 1 1 1 1 1 1 Rural Long Flat Residential Land 1 1 1 1 1 Rural Comboyne Residential Land 1 1 1 1 1 1 Rural Beechwood Rural Residential 5 5 5 5 7 7 7 7 9 9 9 9 9 9 9 9 Shelly Beach - Bellevue Hill Banksia Avenue Shelly Beach - Bellevue Hill O'Briens Road residual Shelly Beach - Bellevue Hill 169 Pacafic Drive 7 7 4 4 4 4 3 2 1 1 Shelly Beach - Bellevue Hill Denning Place Thrumster Thrumster Development 125 130 135 140 140 145 150 150 150 150 150 150 150 150 150 150 150

Town Beach - CBD Port Macquarie Housing Redevelopment

Wauchope Riverbreeze Drive 10 10 6 4 Wauchope Clareville Estate 5 5 3 2 Wauchope Timbertown Estate 3 Wauchope Bago Road Rural Res 2 2 1 1 1 Wauchope Millwood Mews

Wauchope Wauchope Vacant Residential Land 10 10 22 23 29 30 30 30 30 30 30 30 30 30 25 20 15

Wauchope West Wauchope Investigation area 5 5 10 15

Wauchope Wauchope Residential Investigation area

Westport Mingaletta Aged Care Westport Sierra Grange Retirement Village Westport Port Gateway Caravan Park 15 12 8 4 Westport Friar Close Westport The Retreat Home Village 10 10 10 10 10 7 Westport Tomark Place 2 2 1 Westport 24 Lincoln Road 3 1 Westport 17 Nottingham Drive 2

Westport Westport Vacant Residential Land 2 4 4 4 4 2

Westport Tuffins Lane Development 2 4 4 4 4 4 2 1



2020 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 Gordon Street Urban Consolidation Area 20 25 30 30 35 35 40 40 40 40 40 40 40 40 40 40 40 Lord Street Urban Consolidation Area 10 10 10 10 10 15 15 15 15 15 15 15 15 15 15 15 15 Town Beach - CBD Urban Consolidation Area 15 15 15 15 15 15 15 15 15 15 15 20 20 20 20 20 20

INFILL

Camden Haven East Infill 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Camden Haven West Infill 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Flynns Beach Infill 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Gordon Street Infill 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hastings River Canals Infill 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Innes Peninsula Infill 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Lake Cathie - Bonny Hills Infill 6 6 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 Lighthouse Beach - Greenmeadows Infill 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Lord Street Infill 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Port Macquarie Rural Fringe Infill 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 Rural Infill 12 10 10 10 10 8 8 8 8 6 6 6 6 6 6 6 6 Shelly Beach - Bellevue Hill Infill 10 10 12 12 12 12 13 14 15 15 15 15 15 15 15 15 15 Thrumster Infill 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Town Beach - CBD Infill 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Wauchope Infill 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 12 12 Westport Infill 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5


Figure 19: Dwelling Forecast Area - Camden Haven West


Figure 20: Dwelling Forecast Area - Camden Haven East


Figure 21: Dwelling Forecast Area - Lake Cathie - Bonny Hills


Figure 22: Dwelling Forecast Area - Wauchope


Figure 23: Dwelling Forecast Area - Rural


Figure 24: Dwelling Forecast Area - Port Macquarie Rural Fringe


Figure 25: Dwelling Forecast Area - Hastings River Canals, Thrumster & Westport


Figure 26: Dwelling Forecast Area - Innes Peninsula


Figure 27: Dwelling Forecast Area - Gordon Street, Lord Street & Town Beach - CBD


Figure 28: Dwelling Forecast Area - Lighthouse Beach – Greenmeadows & Shelly Beach - Bellevue Hill


Appendix C Water Supply Capital Works Program

DSP Background Document for Water Supply

Table 2: Port Macquarie-Hastings Council Water Supply Capital Works Program

30 YEARS CAPITAL WORKS PROGRAM All values are in year 2013/14

($'000) (including WIP)

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30

Service

area

Project Improved

Standards

Growth New Works Renewals check Project Total 2013/14 2014/15 2015/16 2016/17 2017/18 2018/19 2019/20 2020/21 2021/22 2022/23 2023/24 2024/25 2025/26 2026/27 2027/28 2028/29 2029/30 2030/31 2031/32 2032/33 2033/34 2034/35 2035/36 2036/37 2037/38 2038/39 2039/40 2040/41 2041/42 2042/43

Hastings

1 Dam Safety Studies Hastings 100% 100% 0% 100% 1,410 50 50 60 50 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60

1 Port Dam 33kV Switchgear Upgrade Hastings 50% 50% 50% 100% 1,000 700 300

1 Southern Arm Trunk Main Hastings 25% 25% 75% 100% 19,282 9282 3000 2000 2000 2000 1000

1 Ocean Drive Marbuck to Maher Rd 450mm Dam

Inlet Trunkmain

Hastings 0% 100% 100% 1,235 90 90 527 527

1 Koree WPS No.1 Renewal Wauchope 50% 50% 100% 0% 100% 500 0 500

1 Rosewood Rd Chlorination Plant Replacement Hastings 100% 100% 0% 100% 200 100 100

1 Water Supply disinfection various 100% 100% 0% 100% 400 0 100 50 50 50 50 50 50

1 WTP - Wauchope WTP Stage 1 augmentation Hastings 0% 100% 100% 3,400 50 250 500 2600

1 WTP - Wauchope Stage 2 & 3 augmentations Hastings 75% 75% 25% 100% 9,900 0 5280 4620

1 Port Dam Emergency Booster WPS Hastings 100% 100% 0% 100% 200 0 200

1 Dam - Rosewood Quarry Hastings 0% 100% 100% 302 302

1 Dam - Rosewood Quarry Hastings 0% 100% 100% 11,350 2838 2838 2838 2838

1 Koree Island No.4 WPS Hastings 0% 100% 100% 2,000 500 1000 500

1 Rosewood Rd Reservoir No.4 Hastings 0% 100% 100% 8,000 1000 4000 3000

1 Rosewood Rd Reservoir No.5 Hastings 0% 100% 100% 10,000 1000 5000 4000

1 Cowarra Dam Council Funded Works Hastings 0% 100% 100% 50 50

1 WTP - Cowarra Dam (15 ML/d) Hastings 75% 75% 25% 100% 12,500 625 5000 6875

1 Cowarra Dam Clear Water Reservoir [15 ML] Hastings 75% 75% 25% 100% 9,000 450 3600 4950

1 WTP - PM DAM [20 ML/d] Hastings 75% 75% 25% 100% 15,000 750 6000 8250

1 PM Dam Clear Water Reservoir [30ML] Hastings 75% 75% 25% 100% 12,000 600 4800 6600

1 Cowarra Dam WPS Augmentation Hastings 0% 100% 100% 2,400 240 1440 720

1 Wauchope WTP Reservoir #2 [5 ML] Hastings 0% 100% 100% 7,500 2500 2500 2500

1 Cowarra Dam to Sancrox DN750 Trunkmain Hastings 0% 100% 100% 7,305 365 2922 4018

1 GM - Rosewood Rd To New Dam - DN911 Hastings 0% 100% 100% 13,880 13880

1 Koree #3 WPS Capacity Upgrade [35 ML/d] Hastings 0% 100% 100% 2,900 2900

1 Northern Arm Trunk Main [T431] Hastings 0% 100% 100% 10,484 3495 3495 3495

1 Dam - Raise PM Dam Hastings 0% 100% 100% 20,000 20000

1 Dam - Raise Cowarra Dam Hastings 0% 100% 100% 32,000 32000

1 Wauchope WTP to Yippen Creek trunkmain Wauchope 0% 100% 100% 1,350 1350

1 Bago Reservoir Inlet Main augmentation Cameron

St DN450

Wauchope 0% 100% 100% 543 543

1 Bago outlet mains Wauchope - Cameron St DN300

Section A

Wauchope 0% 100% 100% 142 142

1 Bago outlet mains Wauchope - Cameron St DN300

Section B

Wauchope 0% 100% 100% 135 135

1 High St Wauchope 300mm - Beechwood Rd to

Cameron St.

Wauchope 25% 25% 75% 100% 438 146 146 146

1 Blackbutt Dr. Wauchope_ Cameron St. to Mahogany Way.Wauchope 20% 20% 80% 100% 90 90

1 Campbell St. Wauchope_ High St. to Walters St. Wauchope 20% 20% 80% 100% 124 124

1 Randall St. Wauchope_ High St to Rocks Ferry Rd. Wauchope 20% 20% 80% 100% 135 135

1 Beechwood outlet main, Main Rd, Koree Is Rd, 200mmWauchope 20% 20% 80% 100% 280 280

1 Beechwood outlet main, Main Rd, Koree Is Rd to Neville Rd, DN250Wauchope 60% 60% 40% 100% 405 405

1 Beechwood inlet main, Main Rd, Koree Is Rd, DN250 Wauchope 60% 60% 40% 100% 481 481

1 Beechwood Reservoir - additional 1ML Wauchope 60% 60% 40% 100% 900 900

1 Beechwood Zone reconfiguration after VPA trunkmain works Wauchope 60% 60% 40% 100% 150 150

1 Wauchope West DN375 linking Junction Zero to Beechwood Rd through Maxwell land Wauchope 0% 100% 100% 350 350

1 Sarahs Cres - Cain Close towards Warrew Cres Wauchope 0% 100% 100% 257 257

1 WPS Upgrades for Growth Wauchope 0% 100% 100% 300 100 200

1 King Ck Rd - Old King Ck Road to Sarahs Cres Wauchope 0% 100% 100% 945 315 315 315

1 Wauchope West trunkmain to South- Junction Zero to Yippen Creek Rd then Oxley HwyWauchope 0% 100% 100% 603 301 301

1 Wauchope West trunkmain to North - Junction Zero to Yippen Creek Rd then Beechwood RdWauchope 0% 100% 100% 385 192 192

1 Sancrox 20ML Reservoir Sancrox 8% 8% 92% 100% 12,939 5439 3000 1000 1500 2000

1 Sancrox Employment Precinct DN 300/250

trunkmain

Sancrox 0% 100% 100% 851 100 751

1 Sancrox Area 13(Trunk Mains Various) Sancrox 0% 100% 100% 4,850 300 300 350 400 400 400 400 400 400 400 400 350 350

1 Greater Sancrox Distribution mains Sancrox 0% 100% 100% 4,300 300 400 400 400 400 400 400 400 400 400 400

1 Relocation of 200mm Watermain - Tip Road

Dunbogan

Camden Haven 100% 100% 0% 100% 160 160

1 Kendall Booster Pump Station Upgrade (Kendall &

Area 15 Growth)

Camden Haven 0% 100% 100% 200 200

1 Laurieton Reservoir separate inlet/outlet main Camden Haven 50% 50% 50% 100% 966 483 483

1 North Haven to Laurieton Trunkmain & bridge

crossing

Camden Haven 50% 50% 50% 100% 958 479 479

1 Laurieton Reticulation Augmentation Camden Haven 20% 20% 80% 100% 666 222 222 222

1 Area 15 Reservoir 10ML Camden Haven 0% 100% 100% 10,000 2500 5000 2500

1 Area 15 Trunkmains Camden Haven 0% 100% 100% 500 200 300

1 Kendall DN375 trunkmain augmentation Camden Haven 25% 25% 75% 100% 259 129 129

1 Kew/Kendall 375mm dia Trunk Main Reconnections Camden Haven 50% 50% 50% 100%

1 Kendall/Herons Creek - Logans Crossing Road, Lee Pl

to Logan Vale, 150mm

Camden Haven 75% 75% 25% 100% 395 395

1 Dunbogan to Camden Hd DN200 Camden Haven 25% 25% 75% 100% 324 324

1 Grants Head/Bonny Hills Zone works Bonny Hills/Lake Cathie 50% 50% 50% 100% 438 438

1 Area 14 Supply Mains - DN300/DN250/DN200 north

of Ocean Drive (east of Ocean Resort)

Bonny Hills/Lake Cathie 0% 100% 100% 150 150

1 Area 14 Supply Mains - DN375 from Ocean Dr at

Bonnyview to St Vincents proposed residential area


1 Area 14 Supply Mains - DN 300 from within St

Vincents residential area (west) to Ocean Dr at

Houston Mitchell Dr


1 Area 14 Supply Mains - DN 450 Ocean Drive from Mc Gilvray Rd to Seawind ChaseBonny Hills/Lake Cathie 0% 100% 100% 370 370

9/12/2013 © HydroScience 53


Table 2: Port Macquarie-Hastings Council Water Supply Capital Works Program



1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30

Service

area

Project Improved

Standards

Growth New Works Renewals check Project Total 2013/14 2014/15 2015/16 2016/17 2017/18 2018/19 2019/20 2020/21 2021/22 2022/23 2023/24 2024/25 2025/26 2026/27 2027/28 2028/29 2029/30 2030/31 2031/32 2032/33 2033/34 2034/35 2035/36 2036/37 2037/38 2038/39 2039/40 2040/41 2041/42 2042/43

1 Area 14 Supply Mains - DN 300 Amplification along Ocean Drive from Abel Tasman Drive heading eastBonny Hills/Lake Cathie 0% 100% 100% 90 90

1 Area 14 Supply Mains - DN200 in Ocean Resort heading East Bonny Hills/Lake Cathie 0% 100% 100% 68 68

1 Area 14 Supply Mains - New Bonny Hills Reservoir Outlet mainBonny Hills/Lake Cathie 0% 100% 100% 425 425

1 Bonny Hills Reservoir Site consolidation Bonny Hills/Lake Cathie 50% 50% 50% 100% 400 0 200 200

1 Bonny Hills High Level Elevated Reservoir (0.5 ML) Bonny Hills/Lake Cathie 50% 50% 100% 0% 100% 2,000 0 500 1000 500

1 Bonny Hills Water Pumping Station Bonny Hills/Lake Cathie 0% 100% 100% 130 130

1 Bonny Hill Surface Reservoir No.2 Bonny Hills/Lake Cathie 0% 100% 100% 6,500 0 500 3000 3000

1 Widderson St Reservoir (11ML) WS - Port Macquarie 0% 100% 100% 10,000 0 3000 7000

1 Airport Link Main - Oxley Hwy to Airport WS - Port Macquarie 0% 100% 100% 471 0 300 171

1 Hasting River Drive augmentation for growth WS - Port Macquarie 20% 20% 80% 100% 89 0 89

1 Jindalee Rd: 90m of DN250 and 170m of DN200_ Jindalee Rd. WS - Port Macquarie 20% 20% 80% 100% 83 0 83

1 Lake Rd from Acacia to Blackbutt DN200 WS - Port Macquarie 20% 20% 80% 100% 30 30

1 Bolwarra & Belah Rds DN150, 2*230m WS - Port Macquarie 20% 20% 80% 100% 143 143

1 Chalmers St. _ Kennedy Dr. to Swift St. OB - Port Macquarie 0% 100% 100% 89 89

1 Chalmers St. & Ocean St. DN200 OB - Port Macquarie 0% 100% 100% 181 90 90

1 Yarranbee_ Hillcrest to Boambee DN150 OB - Port Macquarie 20% 20% 80% 100% 167 83 83

1 Boambee & Yarramundi _ Kennedy to Terraglin OB - Port Macquarie 20% 20% 80% 100% 35 35

1 Mill Hill Eastern Outlet Main DN375 MH - Port Macquarie 50% 50% 50% 100% 614 614

1 Innes Peninsula High Level Booster Pump Station MH - Port Macquarie 0% 100% 100% 250 250

1 Innes Peninsula High Level trunkmain Stage 1 - DN

250

MH - Port Macquarie 0% 100% 100% 195 195

1 Innes Peninsula High Level trunkmain Stage 2 -

DN200

MH - Port Macquarie 0% 100% 100% 203 203

1 Innes Peninsula, Western boundary trunkmain DN

250 - Stage 3

MH - Port Macquarie 0% 100% 100% 300 0 300

1 Innes Peninsula, Eastern boundary trunkmain DN

300 - Stage 1


1 Innes Peninsula, Western boundary trunkmain.

Stage 4. The Point Drive upgrade to DN300


1 Rising main from Port Macquarie OCSD to Mill Hill

Reservoir

MH - Port Macquarie 0% 100% 100% 1,704 568 568 568


250



200

MH - Port Macquarie 0% 100% 100% 478 119 119 119 119

1 Innes Peninsula High Level Reservoir MH - Port Macquarie 0% 100% 100% 1,600 800 800

1 Westport Link main_ Gordon St. to Buller St. DN300 GS - Port Macquarie 0% 100% 100% 270 270

1 Granite Street 19ML Reservoir Major Repair GS - Port Macquarie 100% 100% 0% 100% 700 700

1 Granite Street No.2 20ML Reservoir GS - Port Macquarie 75% 75% 25% 100% 7,500 500 3000 4000

1 Granite St. Trunkmains_ Granite St. Moyura to Savoy St. DN450GS - Port Macquarie 0% 100% 100% 247 247

1 Granite St. Trunkmains_ Grant St. Savoy to Church St. DN450 GS - Port Macquarie 0% 100% 100% 642 642

1 Renewals - Reclaimed Distribution System Reclaimed Water - Hastings 0% 100% 100%

1 Future Designs - Reclaimed Trunk System Reclaimed Water - Hastings 100% 100% 100% 200 50 50 50 50

1 DN250 reclaimed pipeline Lake Rd, Port Macquarie Reclaimed Water - Hastings 50% 50% 100% 100% 485 285 200

1 DN150 Buller St Reclaimed Water - Hastings 100% 100% 100% 302 302

1 HRD Hibbard Dr to Boundary St Reclaimed Water - Hastings 100% 100% 100% 77 77

1 Koala St Mc Killop College Reclaimed Water - Hastings 100% 100% 100% 40 40

1 Oxley Hwy Storage (0.5ML) Reclaimed Water - Hastings 100% 100% 100% 1,000 1000

1 Oxley Hwy Pumping Station Reclaimed Water - Hastings 100% 100% 100% 300 300

1 PM Rising Main to Thrumster Reservoir (7000m of

DN300)

Reclaimed Water - Hastings 100% 100% 100% 2,900 400 1500 1000

1 Thrumster Reclaimed Reservoir (Incl. Land Acqui.) Reclaimed Water - Hastings 100% 100% 100% 7,000 1167 3500 2333

1 Thrumster Reclaimed Trunk Mains (Various Sizes) Reclaimed Water - Hastings 100% 100% 100% 4,349 220 220 217 217 217 217 217 217 217 217 217 217 217 217 217 217 217 217 217 217

1 Area 14 Reclaimed trunk Mains (various sizes) Reclaimed Water - Hastings 100% 100% 100% 2,400 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150

Comboyne

2 0%

Long Flat

3 0%

Telegraph Point

4 Augment Telegraph Point WTP from 0.5ML/d (230

ET) to 1 ML/d (450 ET) if growth progresses.

Telegraph Point 0% 100% 100% 300 300

Shared Assets

5 Update/Review Water Supply S64 DSP (50%,50%

change)

Various 0% 100% 100% 100 100

5 Flowmeter Installations & Upgrading Various 50% 50% 50% 100% 2,600 150 150 150 150 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100

5 Hastings District Telemetry - Augmentation of

Works

Various 50% 50% 50% 100% 806 756 50

5 Water Supply Technical Instruments Various 100% 100% 100% 690 20 30 20 20 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30

5 Future Designs - Water Supply services Various 100% 100% 100% 2,400 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100

5 Water Treatment Plant upgrades various 50% 50% 100% 100% 500 100 100 100 100 100

5 Pre -1984 renewals Various 100% 100% 42,176 4004 2207 2089 2071 1820 1689 1637 1604 1652 1680 812 1636 2830 2785 2098 1303 87 82 560 795 750 756 617 463 595 761 425 431 1991 1948

Total 365,879 23,923 13,812 12,918 14,511 17,471 17,295 23,791 29,137 33,302 31,392 19,414 17,777 10,913 4,035 3,155 2,551 1,144 1,139 1,467 1,702 6,277 1,763 1,307 753 595 761 425 17,211 1,991 53,948

$'000

New Works 89,466 5062 4062 5395 6535 2806 3965 5355 4490 8362 17986 8920 6912 607 607 607 707 607 607 457 457 3922 557 240 240 0 0 0 0 0 0

Renewals 276,412 18861 9750 7524 7976 14664 13330 18437 24646 24940 13406 10494 10865 10306 3428 2548 1843 537 532 1010 1245 2355 1206 1067 513 595 761 425 17211 1991 53948

Total 365,879 23,923 13,812 12,918 14,511 17,471 17,295 23,791 29,137 33,302 31,392 19,414 17,777 10,913 4,035 3,155 2,551 1,144 1,139 1,467 1,702 6,277 1,763 1,307 753 595 761 425 17,211 1,991 53,948


All values are in year 2013/14($'000)

Pipe ID (PID)

Project Improved Standards

Growth New Works

Renewals check Project Total

HastingsSH01 Dam Safety Studies Hastings 100% 100% 0% 100% 1,410H01 Port Dam 33kV Switchgear Upgrade Hastings 50% 50% 50% 100% 1,000H02 Southern Arm Trunk Main Hastings 25% 25% 75% 100% 19,282H03 Ocean Drive Marbuck to Maher Rd 450mm Dam Inlet TrunkmaHastings 0% 100% 100% 1,235H05 Koree WPS No.1 Renewal Wauchope 50% 50% 100% 0% 100% 500H07 Rosewood Rd Chlorination Plant Replacement Hastings 100% 100% 0% 100% 200H08 Water Supply disinfection various 100% 100% 0% 100% 400H09 WTP - Wauchope WTP Stage 1 augmentation Hastings 0% 100% 100% 3,400H10 WTP - Wauchope Stage 2 & 3 augmentations Hastings 75% 75% 25% 100% 9,900H11 Port Dam Emergency Booster WPS Hastings 100% 100% 0% 100% 200H12 Dam - Rosewood Quarry Hastings 0% 100% 100% 302H13 Dam - Rosewood Quarry Hastings 0% 100% 100% 11,350H14 Koree Island No.4 WPS Hastings 0% 100% 100% 2,000H15 Rosewood Rd Reservoir No.4 Hastings 0% 100% 100% 8,000H16 Rosewood Rd Reservoir No.5 Hastings 0% 100% 100% 10,000H17 Cowarra Dam Council Funded Works Hastings 0% 100% 100% 50H18 WTP - Cowarra Dam (15 ML/d) Hastings 75% 75% 25% 100% 12,500H19 Cowarra Dam Clear Water Reservoir [15 ML] Hastings 75% 75% 25% 100% 9,000H20 WTP - PM DAM [20 ML/d] Hastings 75% 75% 25% 100% 15,000H21 PM Dam Clear Water Reservoir [30ML] Hastings 75% 75% 25% 100% 12,000H22 Cowarra Dam WPS Augmentation Hastings 0% 100% 100% 2,400H23 Wauchope WTP Reservoir #2 [5 ML] Hastings 0% 100% 100% 7,500H24 Cowarra Dam to Sancrox DN750 Trunkmain Hastings 0% 100% 100% 7,305H25 GM - Rosewood Rd To New Dam - DN911 Hastings 0% 100% 100% 13,880H26 Koree #3 WPS Capacity Upgrade [35 ML/d] Hastings 0% 100% 100% 2,900H27 Northern Arm Trunk Main [T431] Hastings 0% 100% 100% 10,484H28 Dam - Raise PM Dam Hastings 0% 100% 100% 20,000H29 Dam - Raise Cowarra Dam Hastings 0% 100% 100% 32,000

WA01 Wauchope WTP to Yippen Creek trunkmain Wauchope 0% 100% 100% 1,350

WA02 Bago Reservoir Inlet Main augmentation Cameron St DN450 Wauchope 0% 100% 100% 543

WA03 Bago outlet mains Wauchope - Cameron St DN300 Section A Wauchope 0% 100% 100% 142

WA04 Bago outlet mains Wauchope - Cameron St DN300 Section B Wauchope 0% 100% 100% 135

WA05 High St Wauchope 300mm - Beechwood Rd to Cameron St. Wauchope 25% 25% 75% 100% 438

WA06 Blackbutt Dr. Wauchope_ Cameron St. to Mahogany Way. Wauchope 20% 20% 80% 100% 90WA07 Campbell St. Wauchope_ High St. to Walters St. Wauchope 20% 20% 80% 100% 124WA08 Randall St. Wauchope_ High St to Rocks Ferry Rd. Wauchope 20% 20% 80% 100% 135WA09 Beechwood outlet main, Main Rd, Koree Is Rd, 200mm Wauchope 20% 20% 80% 100% 280

WA10 Beechwood outlet main, Main Rd, Koree Is Rd to Neville Rd, DN250 Wauchope 60% 60% 40% 100% 405

WA11 Beechwood inlet main, Main Rd, Koree Is Rd, DN250 Wauchope 60% 60% 40% 100% 481WA12 Beechwood Reservoir - additional 1ML Wauchope 60% 60% 40% 100% 900

WA13 Beechwood Zone reconfiguration after VPA trunkmain works Wauchope 60% 60% 40% 100% 150

WA14 Wauchope West DN375 linking Junction Zero to Beechwood Rd through Maxwell land Wauchope 0% 100% 100% 350

WA15 Sarahs Cres - Cain Close towards Warrew Cres Wauchope 0% 100% 100% 257WA16 WPS Upgrades for Growth Wauchope 0% 100% 100% 300WA17 King Ck Rd - Old King Ck Road to Sarahs Cres Wauchope 0% 100% 100% 945

WA18 Wauchope West trunkmain to South- Junction Zero to Yippen Creek Rd then Oxley Hwy Wauchope 0% 100% 100% 603

WA19 Wauchope West trunkmain to North - Junction Zero to Yippen Creek Rd then Beechwood Rd Wauchope 0% 100% 100% 385

SA01 Sancrox 20ML Reservoir Sancrox 8% 8% 92% 100% 12,939SA02 Sancrox Employment Precinct DN 300/250 trunkmain Sancrox 0% 100% 100% 851SA03 Sancrox Area 13(Trunk Mains Various) Sancrox 0% 100% 100% 4,850SA04 Greater Sancrox Distribution mains Sancrox 0% 100% 100% 4,300CH01 Relocation of 200mm Watermain - Tip Road Dunbogan Camden Haven 100% 100% 0% 100% 160

CH02 Kendall Booster Pump Station Upgrade (Kendall & Area 15 Growth) Camden Haven 0% 100% 100% 200

CH03 Laurieton Reservoir separate inlet/outlet main Camden Haven 50% 50% 50% 100% 966CH04 North Haven to Laurieton Trunkmain & bridge crossing Camden Haven 50% 50% 50% 100% 958CH05 Laurieton Reticulation Augmentation Camden Haven 20% 20% 80% 100% 666CH06 Area 15 Reservoir 10ML Camden Haven 0% 100% 100% 10,000CH07 Area 15 Trunkmains Camden Haven 0% 100% 100% 500CH08 Kendall DN375 trunkmain augmentation Camden Haven 25% 25% 75% 100% 259CH09 Kew/Kendall 375mm dia Trunk Main Reconnections Camden Haven 50% 50% 50% 100%

CH10 Kendall/Herons Creek - Logans Crossing Road, Lee Pl to Logan Vale, 150mm Camden Haven 75% 75% 25% 100% 395

CH11 Dunbogan to Camden Hd DN200 Camden Haven 25% 25% 75% 100% 324

BH01 Grants Head/Bonny Hills Zone works Bonny Hills/Lake Cathie 50% 50% 50% 100% 438

BH02 Area 14 Supply Mains - DN300/DN250/DN200 north of Ocean Drive (east of Ocean Resort) Bonny Hills/Lake Cathie 0% 100% 100% 150

BH03 Area 14 Supply Mains - DN375 from Ocean Dr at Bonnyview to St Vincents proposed residential area Bonny Hills/Lake Cathie 0% 100% 100% 400

BH04 Area 14 Supply Mains - DN 300 from within St Vincents residential area (west) to Ocean Dr at Houston Mitchell Dr Bonny Hills/Lake Cathie 0% 100% 100% 300

BH05 Area 14 Supply Mains - DN 450 Ocean Drive from Mc Gilvray Rd to Seawind Chase Bonny Hills/Lake Cathie 0% 100% 100% 370

BH06 Area 14 Supply Mains - DN 300 Amplification along Ocean Drive from Abel Tasman Drive heading east Bonny Hills/Lake Cathie 0% 100% 100% 90

BH07 Area 14 Supply Mains - DN200 in Ocean Resort heading East Bonny Hills/Lake Cathie 0% 100% 100% 68

BH08 Area 14 Supply Mains - New Bonny Hills Reservoir Outlet main Bonny Hills/Lake Cathie 0% 100% 100% 425

BH09 Bonny Hills Reservoir Site consolidation Bonny Hills/Lake Cathie 50% 50% 50% 100% 400

BH10 Bonny Hills High Level Elevated Reservoir (0.5 ML) Bonny Hills/Lake Cathie 50% 50% 100% 0% 100% 2,000

BH11 Bonny Hills Water Pumping Station Bonny Hills/Lake Cathie 0% 100% 100% 130

BH12 Bonny Hill Surface Reservoir No.2 Bonny Hills/Lake Cathie 0% 100% 100% 6,500

WS01 Widderson St Reservoir (11ML) WS - Port Macquarie 0% 100% 100% 10,000WS02 Airport Link Main - Oxley Hwy to Airport WS - Port Macquarie 0% 100% 100% 471WS03 Hasting River Drive augmentation for growth WS - Port Macquarie 20% 20% 80% 100% 89

WS04 Jindalee Rd: 90m of DN250 and 170m of DN200_ Jindalee Rd. WS - Port Macquarie 20% 20% 80% 100% 83

WS05 Lake Rd from Acacia to Blackbutt DN200 WS - Port Macquarie 20% 20% 80% 100% 30WS06 Bolwarra & Belah Rds DN150, 2*230m WS - Port Macquarie 20% 20% 80% 100% 143OB01 Chalmers St. _ Kennedy Dr. to Swift St. OB - Port Macquarie 0% 100% 100% 89OB02 Chalmers St. & Ocean St. DN200 OB - Port Macquarie 0% 100% 100% 181OB03 Yarranbee_ Hillcrest to Boambee DN150 OB - Port Macquarie 20% 20% 80% 100% 167OB04 Boambee & Yarramundi _ Kennedy to Terraglin OB - Port Macquarie 20% 20% 80% 100% 35MH01 Mill Hill Eastern Outlet Main DN375 MH - Port Macquarie 50% 50% 50% 100% 614MH02 Innes Peninsula High Level Booster Pump Station MH - Port Macquarie 0% 100% 100% 250MH03 Innes Peninsula High Level trunkmain Stage 1 - DN 250 MH - Port Macquarie 0% 100% 100% 195MH04 Innes Peninsula High Level trunkmain Stage 2 - DN200 MH - Port Macquarie 0% 100% 100% 203

MH05 Innes Peninsula, Western boundary trunkmain DN 250 - Stage 3 MH - Port Macquarie 0% 100% 100% 300

MH06Innes Peninsula, Eastern boundary trunkmain DN 300 - Stage 1 MH - Port Macquarie

0% 100% 100% 152

MH07 Innes Peninsula, Western boundary trunkmain. Stage 4. The Point Drive upgrade to DN300 MH - Port Macquarie 0% 100% 100% 40

MH08 Rising main from Port Macquarie OCSD to Mill Hill Reservoir MH - Port Macquarie0% 100% 100% 1,704

MH09 Innes Peninsula, Eastern boundary trunkmain DN 250 MH - Port Macquarie 0% 100% 100% 220

MH10 Innes Peninsula, Eastern boundary trunkmain DN 200 MH - Port Macquarie 0% 100% 100% 478

MH11 Innes Peninsula High Level Reservoir MH - Port Macquarie 0% 100% 100% 1,600GS01 Westport Link main_ Gordon St. to Buller St. DN300 GS - Port Macquarie 0% 100% 100% 270GS02 Granite Street 19ML Reservoir Major Repair GS - Port Macquarie 100% 100% 0% 100% 700GS03 Granite Street No.2 20ML Reservoir GS - Port Macquarie 75% 75% 25% 100% 7,500

GS04 Granite St. Trunkmains_ Granite St. Moyura to Savoy St. DN450 GS - Port Macquarie 0% 100% 100% 247

GS05 Granite St. Trunkmains_ Grant St. Savoy to Church St. DN450 GS - Port Macquarie 0% 100% 100% 642

SHR01 Renewals - Reclaimed Distribution SystemReclaimed Water - Hastings

0% 100% 100%

SHR02 Future Designs - Reclaimed Trunk SystemReclaimed Water - Hastings

100% 100% 100% 200

PMR01DN250 reclaimed pipeline Lake Rd, Port Macquarie Reclaimed Water -

Hastings 50% 50% 100% 100% 485

PMR02DN150 Buller St Reclaimed Water -

Hastings 100% 100% 100% 302

PMR03HRD Hibbard Dr to Boundary St Reclaimed Water -

Hastings 100% 100% 100% 77

PMR04Koala St Mc Killop College Reclaimed Water -

Hastings 100% 100% 100% 40

SHR03Oxley Hwy Storage (0.5ML) Reclaimed Water -

Hastings 100% 100% 100% 1,000

SHR04Oxley Hwy Pumping Station Reclaimed Water -

Hastings 100% 100% 100% 300

THR01PM Rising Main to Thrumster Reservoir (7km of DN300) Reclaimed Water -

Hastings 100% 100% 100% 2,900

THR02Thrumster Reclaimed Reservoir (Incl. Land Acqui.) Reclaimed Water -

Hastings 100% 100% 100% 7,000

THR03Thrumster Reclaimed Trunk Mains (Various Sizes) Reclaimed Water -

Hastings 100% 100% 100% 4,349

BHR01Area 14 Reclaimed trunk Mains (various sizes) Reclaimed Water -

Hastings 100% 100% 100% 2,400

0%Comboyne

0%0%

Long Flat0%0%

Telegraph PointTP01 Augment Telegraph Point WTP from 0.5ML/d (230 ET) to 1 ML Telegraph Point 0% 100% 100% 300

0%Shared Assets

SH02 Update/Review Water Supply S64 DSP (50%,50% change) Various 0% 100% 100% 100SH03 Flowmeter Installations & Upgrading Various 50% 50% 50% 100% 2,600SH04 Hastings District Telemetry - Augmentation of Works Various 50% 50% 50% 100% 806SH05 Water Supply Technical Instruments Various 100% 100% 100% 690SH06 Future Designs - Water Supply services Various 100% 100% 100% 2,400H06 Water Treatment Plant upgrades various 50% 50% 100% 100% 500

SH07 Pre -1984 renewals Various 0% 100% 100% 42,176Total 365,879

Year$'000

New Works 89,466$ Renewals 276,412$

Total 365,879$


Appendix D Sewerage Capital Works Program


Table 2: Port Macquarie-Hastings Council Sewerage Capital Works Program



1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30

Service

area

Project Improved

Standards

Growth New

Works

Renewals check Project Total 2013/14 2014/15 2015/16 2016/17 2017/18 2018/19 2019/20 2020/21 2021/22 2022/23 2023/24 2024/25 2025/26 2026/27 2027/28 2028/29 2029/30 2030/31 2031/32 2032/33 2033/34 2034/35 2035/36 2036/37 2037/38 2038/39 2039/40 2040/41 2041/42 2042/43

Kew /Kendall

1 Kew/Kendall STP Upgrade to cater for demand from

West Haven/Lakewood

New inlet works and 2nd aeration tank to cater for

Area 15 & West Haven flows

100% 100% 100% 4,120 4120

1 KK No.6 Access Road 0% 100% 100% 50 50

Dunbogan

2 Reconfiguration of West Haven SPSs Reconfiguration of West Haven SPSs 0% 100% 100% 150 150

2 Camden Haven Sewerage Scheme Upgrades 50% 50% 100% 0% 100% 1,638 1638

2 Duplicate Rising Main No#1 - Dunbogan Bridge 50% 50% 100% 100% 582 582

2 Camden Haven upgrade & upsize mains & pump

stations

Works to comply with committments to EPA in Dec

2012

50% 50% 100% 100% 1,720 900 720 100

2 Area 15 SPS + RM + Trunkmains 100% 100% 100% 3,300 1650 1650

2 Upgrade Camden Haven STP Effluent PS & RM $100,000 for new pumps & 2.9km of new 450 DICL

RM

50% 50% 100% 100% 2,278 28 1125 1125

2 Separate RM's for SPS 1 & SPS 2 at Tip Rd -

Common RM to be made redundant

RM 1 1000m of 375mm DICL, RM 2 1350m of 150mm

DICL. Total = $896,280 Balance of Cost funded by

roadworks

50% 50% 100% 100% 500 500

Wauchope

3 Wauchope STP aerators & Tank 1 refurbishment Wauchope STP aerators & Tank 1 refurbishment 0% 100% 100% 986 986

3 Wauchope Telemetry - connect to WIZCON Wauchope Telemtry - connect to WIZCON 50% 50% 50% 100% 335 335

3 Wauchope STP Electrical Upgrade Wauchope STP Electrical Upgrade 0% 100% 100% 70 70

3 Wauchope sewer flow monitoring 0% 100% 100% 30 30

3 Beechwood (Small Towns Sewerage Scheme) 100% 100% 100% 4,082 4082

Port Macquarie

4 Port Macquarie STP Decanter Rubber Replacement 0% 100% 100% 450 50 50 50 50 50 50 50 50 50

4 Port Macquarie STP - Investigate expanded capacity 20% 80% 100% 100% 100 100

4 PM SPS#07 Rising Main renewal WIP 0% 100% 100% 433 433

4 PM SPS#23 Upgrade WIP for Area 13 growth 100% 100% 100% 304 304

4 North Shore Sewerage Scheme WIP 100% 100% 100% 5,439 2039 3400

4 Area 13 WIP existing sewer carriers - eg. LLG,

School , MH01 to MH26a

WIP 100% 100% 100% 2,444 2444

4 Area 13 THSPS#01 & rising main WIP 100% 100% 100% 1,033 1033

4 Area 13 STP works roads 100% 100% 100% 687 687

4 Area 13 STP construction 100% 100% 100% 24,733 233 6000 6000 2000 500 5000 5000

4 Area 13 DN500 Underbore Pipeline DN500 underbore pipeline from PM airport to

Thrumster STP (sand plain)

100% 100% 100% 5,179 5179

4 PM RWTP Augmentation Omitted 4 yr DP. Increase capacity from 1 ML/d to 3

ML/d

100% 100% 100% 1,600 100 1500

0%

Lake Cathie /Bonny Hills

5 Lake Cathie/Bonny Hills Treatment Plant

Augmentation

20% 80% 100% 100% 11,300 300 1500 6500 2000 1000

0%

Shared Assets

6 Minor Extensions Non programmed works that require the extension of

the Sewer System to serve rated properties.

0% 100% 100% 6,250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250

6 Odour Control Installations Port Macquarie SPS 7 & 23, Herons Creek, Thrumster 0% 100% 100% 2,581 181 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100

6 Technical Instruments - Sewer Fund Purchase of Technical Instruments/Equipment for

Sewer Fund

0% 100% 100% 471 20 10 10 10 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20

6 Future Designs - Sewerage Services 100% 100% 100% 400 100 100 100 100

6 Renewals - RWTP & Bulk Reclaimed System RWTP assets - Calculated from Assets list 0% 100% 100% 3,127 166 0 0 128 0 16 0 0 0 0 2 0 0 0 0 2031 0 0 0 0 7 0 0 0 0 778

6 Future Designs - Bulk Reclaimed System 100% 100% 100% 200 50 50 50 50

6 HEMS - Southern Effluent Pipeline 20% 80% 100% 100% 12,974 2974 250 250 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500

6 HEMS - Pipeline to Kew/Kendall 20% 80% 100% 100% 2,799 1199 40 40 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80

6 HEMS - Western Pipeline to Wauchope 100% 100% 100% 12,536 79 817 1100 600 870 710 500 860 500 500 500 500 500 500 500 500 500 500 500 500 500 500

6 HEMS - Pipeline to PM Golf Club 20% 80% 100% 100% 989 989

6 Pre 1984 assets Renew pre -1984 assets 100% 100% 89,001 1830 2289 2195 2156 2013 6670 6638 6711 7104 2513 1085 1567 1179 742 954 9259 9277 10594 10346 1475 1608 221 250 250 76

Total 204,871 29,690 8,044 3,980 4,294 3,490 8,446 18,408 14,531 10,764 5,663 4,847 4,567 9,179 4,192 2,904 17,790 15,727 12,044 11,846 3,925 3,065 1,721 1,700 1,700 1,576 778 0 0 0 0

$'000

New Works 101,103$ 25307 5395 1425 1600 1107 1390 11350 7450 3290 2730 3390 2630 7580 3080 1580 6080 6080 1080 1080 2080 1080 1080 1080 1080 1080 0 0 0 0 0

Renewals 103,767$ 4384 2649 2555 2694 2383 7056 7058 7081 7474 2933 1457 1937 1599 1112 1324 11710 9647 10964 10766 1845 1985 641 620 620 496 778 0 0 0 0

Total 204,871$ 29,690$ 8,044$ 3,980$ 4,294$ 3,490$ 8,446$ 18,408$ 14,531$ 10,764$ 5,663$ 4,847$ 4,567$ 9,179$ 4,192$ 2,904$ 17,790$ 15,727$ 12,044$ 11,846$ 3,925$ 3,065$ 1,721$ 1,700$ 1,700$ 1,576$ 778$ -$ -$ -$ -$



Appendix E Outline of Legislation (Source: Developer Charges Guidelines for Water Supply, Sewerage and Stormwater (2012) - Consultation Draft)


Outline of Legislation Local Government Act 1993 The power for local government councils to levy developer charges for water supply, sewerage and stormwater derives from section 64 of the Local Government Act 1993 by means of a cross-reference in that Act to the relevant provisions of the Water Management Act 2000.

Section 64 of the Local Government Act states that:

Division 5 of Part 2 of Chapter 6 of the Water Management Act 2000 applies to a council exercising function under this Division in the same way as it applies to a water supply authority exercising functions under that Act.

Environmental Planning and Assessment Act 1979 Prior to the introduction of the Local Government Act in 1993, councils used the provisions of section 94 of the Environmental Planning and Assessment Act 1979 to obtain developer contributions for water supply services. As part of the Local Government (Consequential Provisions) Act 1993, amendment was made to the Environmental Planning and Assessment Act so that section 94 no longer applied for water supply services.

However, Councils can levy developer charges for stormwater under either Local Government Act or Water Management Act.

Water Management Act 2000 Section 305 (1) of the Water Management Act states that:

A person may apply to a water supply authority for a certificate of compliance for development carried out, or proposed to be carried out, within the water supply authority’s area.

Section 306 (2) and (3) of the Water Management Act states that:

(2) as a pre-condition to granting a certificate of compliance for development, a water supply authority may, by notice in writing served on the applicant, require the applicant to do either or both of the following:

(a) to pay a specified amount to the Authority by way of contribution towards the cost of such water management works as are specified in the notice, being existing works or projected works, or both,

(b) To construct water management works to serve the development.

http://www.legislation.nsw.gov.au/xref/inforce/?xref=Type%3Dact%20AND%20Year%3D2000%20AND%20no%3D92&nohits=y


(3) In calculating an amount for the purposes of subsection (2) (a):

(a) the value of existing water management works and the estimated cost of projected water management works may be taken into consideration, and

(b) the amount of any government subsidy or similar payment is not to be deducted from the relevant value or cost of the water management works, and

(c) Consideration is to be given to any guidelines issued for the time being for the purposes of this section by the Minister.

In 2011, the Minister for Primary Industries became responsible for non-metropolitan NSW town water services. The Minister is responsible for the issue of guidelines for water utilities on the calculation of water supply, sewerage and stormwater developer charges.

Note: Use of moneys raised from developer charges is discussed in section 2.7 on page10 of the guidelines.

Local Government (Savings and Transitional) Regulation 1993 The Local Government (Savings and Transitional) Regulation 1993 covers the matter of developer contributions which had previously been obtained by councils under the Environmental Planning and Assessment Act as follows:

(9) Any monetary contribution held by a council immediately before the commencement of this Regulation, being a contribution arising from a condition:

(a) that was imposed under section 94 of the Environmental Planning and Assessment Act 1979; and

(b) that specifies that the contribution is to be applied towards providing specified water or sewerage services or towards providing water or sewerage services generally,

Is to be applied towards the construction of works within the meaning of Division 2 of Part 3 of the Water Supply Authorities Act 1987, or towards the repayment of money borrowed for the construction of such works, and is not to be applied towards any other purpose.