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Client NameGladstone Regional Council

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Title: Client NameGladstone Regional Council


1
Client Name Gladstone Regional Council Project
Name 1770/Agnes Water Integrated Water
Project Date 8 April 2008
2
Summary
  • Background to Water in 1770/Agnes Water Region
  • Key Issues
  • Integrated Water Project
  • Options Considered
  • Technical Solutions
  • Environmental Approvals
  • Review Process
  • Tender Process
  • Tender
  • Comparison of Offers
  • Comparison to Budget
  • Contract Structure
  • Condition Precedent and Contract Position
  • Contract Payments
  • Community Consultation
  • Financial Modeling
  • Recommendations

3
Water Supply
  • Rainwater tanks only supply till 1992
  • Sand excavation trench, bores and treatment
    installed
  • Reedy Creek water strategy

4
Water Supply Trench
5
Water Supply - Bores
6
Water Supply Treatment Plants
7
Water Resources
8
Water Supply - Bores
9
Water Resources
10
Ground Water Investigations
11
Defined Water and Sewerage Area
  • The ultimate population for Agnes Water/1770 in
    the defined Water and Sewerage Areas is 26,500 ep
  • Water Supply required - 2,000 ML/annum
  • Only 2 technical options
  • - Desalination
  • - Pipeline from Gladstone

12
Comparison of Options
13
Water Supply Strategy
  • Continued incentives for efficient use of water
  • Develop additional temporary bores at Red Pit
  • Extend the reticulation pipes to the Red Pit and
    feed water back to Agnes Water
  • Construct a Desalination Plant

14
1770 Water Supply
  • Rainwater tanks
  • Private bores to supplement requirements
  • Small local bores supply caravan park and public
    toilets
  • Evidence of groundwater contamination in some
    private bores
  • Decision made to extend the water supply scheme
    to 1770 in consultation with Community

15
Sewerage Background
  • Septic tanks only treatment till 1993
  • Reticulation and treatment plant completed in
    2001
  • Treatment plant located 8km south of Agnes Water
  • Facultative lagoons (35 ML) and land based
    disposal to an irrigation area (36 Ha) adjacent
    to Deep Water National Park

16
Sewerage Treatment and Disposal
17
Wastewater Lagoon System
18
Wastewater Disposal Area
19
Key Water Issues
  • Permanent Restriction since Sept. 2000
  • High Water and Wastewater Pricing

20
Key Water Issues
  • Population Growth in Serviced Area

21
Key Water Issues
  • Lack of Reliable Water Supply

22
Key Water Issues
  • Over-commitment of Water Supply

23
Key Water Issues
  • Water Quality from bores is excellent but
    trenches difficult to consistently treat
    satisfactorily
  • Lack of Water supply in 1770
  • Groundwater Contamination in 1770
  • Poor quality of treatment infrastructure
  • Difficulty in recruiting retaining professional
    and technical staff

24
Key Sewerage Issues EPA Failure
  • BOD Results
  • Licence limit

25
Nitrogen Trend in Run-off Water
Storm Water to Deepwater National Park
26
Key Sewerage Issues
  • Wastewater Capacity needs to be increased as at
    current licence
  • Poor track record with existing system
  • EPA preference for higher value re-use
  • Limited options for reuse of treated wastewater

27
Integrated Water Strategy
  • Council commitment to sewer 1770
  • Council commitment to supply drinking water to
    1770
  • Modular desalination plant
  • Modular wastewater plant
  • Outsource operation of existing Agnes Water
    wastewater lagoons and water treatment plant to
    address professional staff issue
  • Outsource operations, maintenance, asset
    replacement and upgrades to new water to
    wastewater treatment facilities
  • Provision of additional services to Council.

28
Technical Solutions Proposed
  • Conventional reticulated water to the town of
    1770
  • Low pressure sewer to the town of 1770
  • Difficult terrain
  • Rock outcrop
  • Existing roads and services
  • Established residential landscape

29
Membrane Operating Ranges
Effective pore size
Nominal pore size
0.001
0.01
0.1
1.0
10
100
1000
?m (log)
Relative Particle Sizes
Virus
Bacteria
Metal ions
Coal dust
Beach sand
Aqueous salts
Cryptosporidium
Giardia
Separation Process
Ultrafiltration
Microfiltration
30
Membrane Filtration
Solids
Virus
Air
Treated effluent
Bacteria
Membrane
31
Technical Solutions Proposed
  • Conventional Desalination plant
  • 7.5 ML/d intake pipeline (25,000 ep)
  • 1.5 ML/d modules

32
Technical Solutions Proposed
  • Modular MBR Wastewater
  • 600 KL/d with 300 KL/d Membrane

33
Technical Solutions - Layout
34
Environmental Approvals
  • Commonwealth Environmental Approval under the
    Environmental Protection and Biodiversity
    Conservation Act deemed to be not a controlled
    action
  • Joint Marine Parks and Great Barrier Reef Marine
    Parks Approvals
  • Environmental Protection Agency Prescribed
    Tidal Works Approvals
  • Queensland Transport Maritime Safety approval
  • Cultural Heritage Management Plans agreed with
    representatives of traditional owners and
  • Department of Natural Resources is prepared to
    sign off resource entitlement for easements and
    Permits to Enter for the project
  • Modification required to match alternate pipeline
    route

35
Peer Review Checks
  • DNR approval of planning reports for the project
    and DLGP funding commitment of 23m
  • Cardno (Qld) Pty Ltd reviewed the costs of the
    pipeline options and desalination option
  • John Chappell Engineers reviewed the offshore
    pipeline alignments that were proposed in the
    Parsons Brinckerhoff Feasibility Report.
  • Review of the financial capability of shortlisted
    proponents by Probity Investigators Pty Ltd
    indicated that they were financially suitable for
    the project.
  • Jacob Marsden Associates carried out Present
    Value analysis of the tendered desalination
    option and estimate for pipeline indicating a
    minimum difference of 16
  • QTC have reviewed and are satisfied with the
    financial planning for the project

36
Tender Process
  • Project structured to attract quality Operator
  • Formal Tender Process Completed
  • Transaction Manager formal planning of Tender
    Process
  • Engineering, Legal and Probity Advisors
  • 3 Respondents qualified under EOI process
  • 2 Technical competent offers received
  • DLGP provided with early advice on additional
    funding (7 Nov. 2007)
  • Probity and Evaluation plan followed
  • United Utilities Australia (UUA) recommended
  • Minister meeting and support 9 Jan 2007
  • Ministerial approval to sign contract
  • Negotiation to lock in prices, options and final
    agreement
  • Contract signed 16 January 2008 subject to
    Condition Precedent

37
Desalination vs Pipeline
  • DLGP request for review of Pipeline vs
    Desalination
  • Full NPC cost comparison by Marsden Jacob
  • Desalination prices
  • Fixed tendered price
  • Maximum price model (risk adjusted)
  • Potential cost reduction of 3.0m not included
  • Include full asset replacement
  • Include bore treatment plant and system
    management
  • Pipeline price was Cardno estimate only.
  • Desalination NPC was materially lower by 16

38
Desalination vs Pipeline
39
Scope of Agreement
  • The Operator will, at its own cost and risk,
    design, construct, operate, repair and maintain
    each Facility so that it can provide the Services
    to at least the Quality Standards
  • Unless the Council expressly agrees to bear any
    risk without limitation the Operator will
    accept the risk, whether or not this agreement
    refers to the risk
  • The Operator shall perform the obligations in
    accordance with the Minimum Standards and this
    agreement on the basis of the Operators
    Submission and
  • The Council shall pay the Operator for designing,
    constructing and operating each Facility to at
    least the Quality Standards.

40
Contract Structure
  • Contract Price
  • All inclusive with allowance for rock, acid
    sulphate soils and difficult geotech in sea water
    pipeline
  • Form of Contract Design, Build, Operator and
    Assist
  • Team 10 years plus two 5 year extension
    (Council Option)
  • Similar and Reference Contracts Wagga, Wodonga,
    Noosa (2), Redcliffe, Bendigo etc.

41
Contract Structure
  • Security of 3.0 million reduced to 1.5 million
    after commercial acceptance and performance
    trials
  • Liquidated Damages
  • Water Treatment Plant (2,000/d),
  • Wastewater Treatment Plant (2,000/d) and
  • 1770 Pipeline (2,000/d)
  • Onus of Proof is on the Operator.
  • Toll Abatement (Revenue Deduction)
  • Pre determined reduction in toll
  • Maximum is 20 (eg Reservoir level not
    maintained)
  • Abatement is to maximum level
  • 6 individual monthly failures over one year can
    lead to Contract default and costs.
  • Variations
  • Pre- agreed deductions for sea water pipeline
    (subject to Geotech)
  • Pre-agreed rates for rock and acid sulphate soil
  • New variations to be signed off by Authorised
    Officer

42
Community Consultation
  • 2 Public Meetings in 2005
  • 50 community support
  • Community Reference Panel (CRP)
  • Nomination called in 2007
  • Representations for development, social and
    indigenous area are nominated
  • Purpose is to inform and provide feedback from
    the community
  • UUA supportive of CRP

43
Financial Modeling
  • 20 year financial model
  • Review Marsden Jacob
  • Review and audit by QTC
  • Council provided individual water and wastewater
    reserves for funding capital works
  • Assumed 4.5 Council cost increase
  • No additional rate increase
  • Assumed PIFU growth of 6.5
  • Full user pay with no ratepayer subsidy
  • Affordability - Refer Section 6.3 of Report
  • State funding approved to 23M (SCAP and WASP
    funding)
  • Additional 4.8M required (normal 40 WASP
    funding)
  • Additional 5.9 M (DLGP funding)
  • Combining water and sewerage business units
  • Internal loan from Constrained Works Reserves
    (Developer Water and Sewer reserves) for initial
    7 years
  • No cross subsidy from general rates

44
Summary
  • The Agnes Water - Water supply scheme is
    overcommitted and requires immediate augmentation
  • The sewerage treatment plant is not performing
    satisfactorily and requires immediate remedial
    action
  • The sewerage scheme requires remediation and
    additional treatment capacity
  • Council undertaking to provide reticulated water
    and sewerage to 1770 to alleviate health risks
  • Pipeline options considered at key stages since
    1992 have not proved economic or affordable
  • There is no alternative proposal that can meet
    the objectives or deadlines required by this
    project
  • The Integrated Water Strategy has been examined
    and peer-reviewed by engineers, scientists, State
    Government Departments and Queensland Treasury
    Corporation, and is recognised as the most
    economical and affordable water supply option for
    Agnes Water/1770
  • Council has a low risk contract with one of the
    Worlds Best Operators
  • There is substantial financial assistance from
    the State Government for the project.

45
Recommendations - Refer Section 7 of Report
  • Recommendation
  • Recognising the needs of the community of 1770
    and Agnes Water for secure and reliable water
    services, Council continue with the Integrated
    Water Project and proceed to attain additional
    funding to satisfy the Condition Precedent.

46
Strategy Moving Forward
  • Secure additional State Funding from DLGP by 22
    April 2008
  • Develop Contingency Plan for alternate funding
  • Funding alternatives
  • Extension of Condition Precedent Time Limit

47
QueenslandGround Floor171 George
StreetBrisbane QLD 4000 Australiat 617 3228
0700f 617 3228 0799 VictoriaLevel 10350
Queen StreetMelbourne VIC 3000 Australiat 613
9691 0088f 613 9691 0001 www.perongroup.com.
au
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