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The information presented in this appendix has been taken from version 3 of a document titled "Structural Stormwater Quality BMP Cost / Size Relationship Information from the Literature" (Taylor, 2005b). The toolkit web site (http://www.toolkit.net.au/ class="weblink">www.toolkit.net.au) should be checked to see if this document has been subsequently updated.

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  • CSR Humegard: ~$18,000-51,000 capital plus up to ~$14,400 p.a. maintenance.appendix+h+costing+information#+ftn1>[1]
  •  

    WBM Oceanics has undertaken a review of the capital costs, operating costs and performance of a range of proprietary stormwater treatment measures for the NSW Stormwater Trust. This material is yet to be published, but maintenance costs associated with the collection and disposal of wastes collected by various gross pollutant traps are reported within a broad range of $160 to $700 per cubic metre of waste (S. Barter, pers. comm., 2004).

    ...

  • Floating litter traps: The typical annual maintenance cost ≈ 7% of construction cost. Also typical construction cost ≈ $50,000 and typical annual maintenance cost ≈ $3,600.
  • Open GPTsGPTsappendix+h+costing+information#+ftn2>[2]: The typical annual maintenance cost ≈ 3% of construction cost. Also, typical construction cost ≈ $350,000 and typical annual maintenance cost ≈ $10,000.
  • ...

    Item

    Approximate Cost

    for Each Tank Size (in $2001)

    5 kL

    10 kL

    15 kL

    Aquaplate rainwater tank

    540

    870

    1,200

    Pump + pressure controller

    200 + 160

    200 + 160

    200 + 160

    Plumber and fittings

    500

    500

    500

    Float system

    100

    100

    100

    Concrete base

    200

    200

    200

    GST (10%)

    170

    200

    240

    Total (incl. GST)

    $1,910

    $2,230

    $2,600

     

    In addition, SIA (2004) reported that:

  • pumps typically have a 10 year life span; and
  • the operating and maintenance cost of pumps are approximately $0.1 per kL of rainwater consumed. (Note that a typical family home may use ~20 kL/year of water for toilet flushing.)
  •  

    Boubli and Kassim (2003) reported the following cost estimates for supply and installation of above and below ground rainwater tanks or a single installation in Sydney:

    Tank Size

    Tank Type

    Tank Shape

    Approximate Tank Supply Cost

    1.5 kL

    Galvanised steel, aboveground

    Round

    Rectangular / ovular

    $2,470

    $2,870

     

    Colorbond finish with a polymer type liner, aboveground

    Round

    Rectangular / ovular

    $2,570

    $2,970

    3 kL

    Galvanised steel, aboveground

    Round

    Rectangular / ovular

    $2,970

    $3,470

     

    Colorbond finish with a polymer type liner, aboveground

    Round

    Rectangular / ovular

    $3,320

    $3,820

    5 kL

    Galvanised steel, aboveground

    Round

    Rectangular / ovular

    $3,170

    $4,280

     

    Colorbond finish with a polymer type liner, aboveground

    Round

    Rectangular / ovular

    $3,620

    $4,600

    9 kL

    Galvanised steel, aboveground

    Round

    $3670

     

    Colorbond finish with a polymer type liner, aboveground

    Round

    $4,120

    5 kL

    Below ground (Rocla Eco Rain)

    -

    $7,800 (plus $800 for reticulation to toilets)

    10 kL

    Below ground (Rocla Eco Rain)

    -

    $11,050 (plus $1,050 for reticulation to toilets)

     

    Indicative prices for polyethylene (plastic) rainwater tanks are summarised below (Irrigation Warehouse, 2005).  These prices include GST, typically include delivery and are relevant to New South Wales, Victoria, southern Queensland and the Australian Capital Territory.

    Tank Size (L)

    Tank Type

    Approximate Tank Supply Cost ($)

    509

    Slim line (aboveground)

    $491

    700

    Tall round (aboveground)

    $418

    720

    Slim (aboveground)

    $501

    758

    Round (aboveground)

    $511

    1,074

    Slim (aboveground)

    $766

    1,179

    Round (aboveground)

    $521

    1,250

    Round (aboveground)

    $550

    1,400

    Tall slim (aboveground)

    $792

    1,615

    Round (aboveground)

    $551

    1,800

    Under house (aboveground)

    $1,122

    2,100

    Tall slim (aboveground)

    $1,144

    2,281

    Slim (aboveground)

    $1,271

    2,499

    Squat (aboveground)

    $601

    2,500

    Round (aboveground)

    $682

    2,500

    Twin under-deck (aboveground)

    $1,122

    2,542

    Tall (aboveground)

    $601

    2,800

    Tall slim (aboveground)

    $1,496

    3,600

    Twin rectangular under house (aboveground)

    $2,244

    4,125

    Squat (aboveground)

    $901

    4,885

    Medium round (aboveground)

    $901

    5,000

    Round (aboveground)

    $968

    9,000

    RT poly tank (aboveground)

    $1,595

    9,609

    Large squat (aboveground)

    $1,850

    10,478

    Large tall (aboveground)

    $1,500

    10,500

    RT poly tank (aboveground)

    $1,705

    13,500

    RT poly tank (aboveground)

    $2,024

    15,064

    Large (aboveground)

    $1,850

    22,500

    Low profile (aboveground)

    $2,376

    22,500

    RT poly tank (aboveground)

    $2,640

    24,180

    Large tall (aboveground)

    $2,551

    25,090

    Large low profile (aboveground)

    $2,551

    29,560

    Very large (aboveground)

    $2,950

    38,334

    Very large (aboveground)

    $4,170

    47,950

    Monster (aboveground)

    $5,152

     

    Grant and Hallmann (2003) estimated the costs associated with a 2,250 litre plastic tank with a life span of 30 years as: $510 purchase; $38.50 (delivery); $270 (for plumbing costs that allow toilet flushing and garden watering to use tank water); $350 (for the pump); $100 (electrician costs).  They also assumed the pump would last for 15 years, and the cost of running the pump (in Melbourne) was estimated to be $0.1368/kwh.

     

    Additional Costs and Cost Break-downs

    Melbourne Water (2003a) add 15% to estimated greenfield construction costs for "engineering fees" and 20% for "contingencies".

     

    Brisbane City Council (2003) used the following assumption to break down total BMP construction costs where itemised costs were not available: 10% for design, 85% for construction and 5% for management costs.

     

    Choi and Engel (2003) estimated that design costs for structural BMPs typically account for 30% of construction costs.

     

    The Washington State Department of Transportation (2002) add 25% onto estimated BMP construction costs for "contingency" costs, 30% for "engineering services and permitting fees", and 10% for "mobilisation and demobilisation of equipment".

     

    References

    Barter, S. (2004). Senior Project Officer - Stormwater, Department of Environment and Conservation New South Wales, personal communication.

    Beecham, S. (2002). Development of Water Sensitive Urban Design (WSUD) Concepts for Model Farms High School.  Not seen, cited in URS (2003).

    Boral (2003). Costing data for porous paving in NSW.  Data provided in ‘Low Impact Water Management in New Developments - How Much Does WSUD Really Cost? Booklet 1: Project Cost Summaries and Workshop Information’ (Gibbs, S., Ed.). Booklet for the ‘How Much Does WSUD Really Cost?" workshop in Newcastle, 1 July 2003. Lower Hunter and Central Coast Regional Environmental Management Strategy, Newcastle, New South Wales.

    Boubli, D. and Kassim, F. (2003). Comparison of Construction Costs for Water Sensitive Urban Design and Conventional Stormwater Design. Technical paper.  Available at: http://www.wsud.org/ class="weblink">www.wsud.org (March 2005).

    Brisbane City Council (2003). Unpublished cost estimates supplied by Emma Slack-Smith, Environmental Scientist, Brisbane, Queensland, personal communication.

    Bryant, M. (2003). Senior Landscape Architect, Department of Public Works and Services, New South Wales, personal communication.  Data provided in ‘Low Impact Water Management in New Developments - How Much Does WSUD Really Cost? Booklet 1: Project Cost Summaries and Workshop Information’ (Gibbs, S., Ed.). Booklet for the ‘How Much Does WSUD Really Cost?" workshop in Newcastle, 1 July 2003. Lower Hunter and Central Coast Regional Environmental Management Strategy, Newcastle, New South Wales.

    Cardno BLH (2002). Costing data for rainwater tanks.  Data provided in ‘Low Impact Water Management in New Developments - How Much Does WSUD Really Cost? Booklet 1: Project Cost Summaries and Workshop Information’ (Gibbs, S., Ed.). Booklet for the ‘How Much Does WSUD Really Cost?" workshop in Newcastle, 1 July 2003. Lower Hunter and Central Coast Regional Environmental Management Strategy, Newcastle, New South Wales.

    Centre for Watershed Protection (CWP) (1998). Costs and Benefits of Storm Water BMPs: Final Report 9/14/98.  Centre for Watershed Protection, Ellicott City, Maryland; not seen, cited in US EPA (2001).

    Choi, J.Y. and Engel, B.A. (2003). Cost Analysis System for Urban Storm Water BMPs (CASUB).  Cited at: http://danpatch.ecn.purde.edu/~sprawl/LTHIA7/ubmp0/cost0.htm class="weblink">http://danpatch.ecn.purde.edu/~sprawl/LTHIA7/ubmp0/cost0.htm (4 November 2003).

    Coombes, P. (2002). Practice Note No. 4 - Rainwater Tanks.  Lower Hunter and Central Coast Regional Environmental Management Strategy, Newcastle, New South Wales.

    Earth Tech Engineering Pty Ltd (2003). Unpublished cost estimate supplied by Lisa Stevens, Engineering Designer, Shepparton, Victoria, personal communication.

    Fletcher, T., Duncan, H., Lloyd, S, and Poelsma, P. (2005). Stormwater Flow and Quality and the Effectiveness of Non-proprietary Stormwater Treatment Measures.  Technical Report 04/8.  Cooperative Research Centre for Catchment Hydrology, Melbourne, Victoria.

    Gardner, T. (2004).  Principal Scientist - Water Cycle Sciences, Department of Natural Resources, Queensland, personal communication.

    Gardner, T., Millar, G. and Hyde, R. (2003). ‘The Healthy Homeâ - A Step Towards Sustainable Suburbs’.  Proceedings of the Second National Water Recycling Conference. Brisbane, September 2003.

    Gibbs, S. (2003). Low Impact Water Management in New Developments - How Much Does WSUD Really Cost? Booklet 1: Project Cost Summaries and Workshop Information. Booklet for the ‘How Much Does WSUD Really Cost?" workshop in Newcastle, 1 July 2003. Lower Hunter and Central Coast Regional Environmental Management Strategy, Newcastle, New South Wales.

    Grant, T. and Hallmann, M. (2003). ‘Urban Domestic Water Tanks: Life Cycle Assessment’. Water, August 2003, pp. 22-27.

    Hornsby Shire Council (2002). The Catchment Remediation Capital Works Program - Annual Report 2001 - 2002. Hornsby Shire Council, Hornsby, New South Wales.

    Hunter, G. (2003). Engineering Coordinator - Stormwater, Penrith City Council, New South Wales, personal communication.  Data provided as part of the CRC’s BMP costing survey of Australian stormwater managers.

    Institute for Sustainable Futures (2002). Kogarah Town Square Water Management - An Evaluation of Costs and Benefits.  Report prepared for Kogarah Municipal Council.  Institute for Sustainable Futures, University of Technology, Sydney, New South Wales.

    Irrigation Warehouse (2005). Web site for water tanks models and prices. Available at: http://www.irrigationwarehouse.com.au/category248_+1.htm (March 2005class="weblink">www.irrigationwarehouse.com.au/category248_1.htm (March 2005).

    Kuczera G. and Coombes, P. (2001). A System Perspective of the Urban Water Cycle: New Insights, New Opportunities. Paper presented at the Stormwater Industry Association 2001 Regional Conference. Port Stephens, New South Wales, 26-28 April 2001.

    Lane, H. (2004). ‘Water Sensitive Urban Design in the Snowy Monaro Region’. Proceedings of the SIA 2004 Regional Conference: Use It or Lose It - It Makes Sense. Shoalhaven, New South Wales.

    Leinster, S. (2004). Shaun Leinster, Senior Engineer, Ecological Engineering Pty Ltd, Brisbane, Queensland, personal communication.

    Lloyd, S.D., Wong, T.H.F, and Chesterfield, C.J. (2002).  Water Sensitive Urban Design - A Stormwater Management Perspective. Industry Report No. 02/10. Cooperative Research Centre for Freshwater Ecology, Melbourne, Victoria. Referenced heavily in Fletcher et al. (2005).

    Melbourne Water (2003a). Unpublished cost estimation model for large greenfield wetlands funded by Melbourne Water.  Melbourne Water, Melbourne, Victoria.

    Melbourne Water (2003b). Rainwater Tanks > Maintenance and Costs. Web page within the ‘Integrated Water Cycle Tools’ web site.  Available at: http://wsud.melbournewater.com.au/content/integrated/raintanks+3.htm class="weblink">http://wsud.melbournewater.com.au/content/integrated/raintanks_3.htm (September 2003).

    New South Wales Department of Public Works and Services (2001). Conceptual Design Report for Stormwater Pollution Abatement at Blackwattle Bay.  Dams and Civil, Rozelle Bay, New South Wales.

    New South Wales Environmental Protection Authority (NSW EPA) (2000). Unpublished costing data for structural stormwater quality BMPs derived from NSW local governments.  Dated February 2000. NSW EPA, Sydney, New South Wales.

    Newcastle City Council (2002). Newcastle City Council final report to the NSW Stormwater Trust. Data provided in ‘Low Impact Water Management in New Developments - How Much Does WSUD Really Cost? Booklet 1: Project Cost Summaries and Workshop Information’ (Gibbs, S., Ed.). Booklet for the ‘How Much Does WSUD Really Cost?" workshop in Newcastle, 1 July 2003. Lower Hunter and Central Coast Regional Environmental Management Strategy, Newcastle, New South Wales.

    Standards Australia (1999). AS/NZS 4536:1999 Life cycle Costing - An Application Guide. Standards Australia, Homebush, NSW.

    Stormwater Industry Association (SIA) (2004). Water Tank Savings. Available at: http://www.stormwater.asn.au/tanks/tanksavingsrl class="weblink">www.stormwater.asn.au/tanks/tanksavings.htmlrl (August 2004).

    Taylor, A.C. (2003). An Introduction to Life cycle Costing Involving Structural Stormwater Quality Management Measures. Technical Paper. Cooperative Research Centre for Catchment Hydrology, Melbourne, Victoria. Available at: http://www.catchment.crc.org.au/ class="weblink">www.catchment.crc.org.au (August 2004).

    Taylor, A.C. and Wong, T.H.F. (2002). Non-structural Stormwater Quality Best Management Practices - A Literature Review of Their Value and Life cycle Costs. Technical Report 02/13, Cooperative Research Centre for Catchment Hydrology, Melbourne, Victoria. Available at: http://www.catchment.crc.org.au/ class="weblink">www.catchment.crc.org.au (March 2005).

    United States Environmental Protection Agency (US EPA) (2001). National Menu of Best Management Practices for Storm Water Phase II. United States Environmental Protection Agency on-line guideline: www.epa.gov/npdes/menuofbmps/menu.htm (August 2004).

    URS (2003). Water Sensitive Urban Design Technical Guidelines for Western Sydney. Draft report prepared for the Upper Parramatta River Catchment Trust, Sydney, New South Wales.

    Walsh, G. (2001). Gary Walsh, Senior Engineer, Melbourne Water, Victoria, personal communication.  Cited in Taylor and Wong (2002).

    Washington State Department of Transportation (2002). Stormwater Management for Highway Improvement Projects in Western Washington. Washington State Department of Transportation, Washington.

    WBM Oceanics (2003). Stormwater Treatment Framework and Stormwater Quality Improvement Device Guidelines - Exhibition Draft - Version 3.  Not seen, cited in URS (2003).

    Weber, T. (2001) & (2002). Tony Weber, Senior Waterways Program Officer (Water Quality), Brisbane City Council, Queensland, personal communication.  Cited in Taylor and Wong (2002).


    appendix+h+costing+information#+ftnref1>[1]   Note that true life cycle costing in accordance with the relevant Australian Standard (Standards Australia, 1999) considers more than just construction/purchase cost and typical annual maintenance cost.  For more information see Taylor (2003).  Also, these approximate costs will vary with time and location.  For up-to-date costs of proprietary units, contact the GPT supplier.

    appendix+h+costing+information#+ftnref2>[2]   That is, a sediment basin with a trash rack.