Goyder Regional Council

Burra IWMP GOYDER: INTEGRATED WATER MANAGEMENT PLAN (IWMP) FOR BURRA

January 2012

Regional Council of Goyder AWE

Document History and Status

Issue Rev. Issued to Qty Date Reviewed Approved 1 V7 T.Wood 1 30/9/11 GF GF

Final V8 T.Wood 1 25/1/12 GF GF

Printed: January 25, 2012 Last Saved: September 30, 2011 File Name: 11105 R001 IWMP Burra v8 120125.docx Project Manager: Ben Taylor Client: Regional Council of Goyder Project: Integrated Water Management Plan for Burra Name of Document: Integrated Water Management Plan for Burra Document Version: v8 Job Number: 11105

11105 Integrated Water Management Plan for Burra i AWE Regional Council of Goyder

ii 11105 Integrated Water Management Plan for Burra Regional Council of Goyder AWE

Table of Contents

Executive Summary ...... v 1 Introduction ...... 1 1.1 Total Water Cycle Management ...... 2 1.2 Purpose of the Plan ...... 3 1.3 IWMP Objectives ...... 4 2 The Township of Burra ...... 6 2.1 Climate ...... 6 2.2 Future Township Growth Scenario ...... 6 2.3 Residential Land Supply and Demand ...... 6 2.4 Potential Areas for Future Residential Development ...... 7 3 Strategic IWMP Objectives ...... 9 3.1 Objectives and Measures ...... 9 4 Current and Potential Water Resources Use and Recommendations ...... 12 4.1 Water Balance ...... 12 4.2 Potable Water ...... 14 4.3 Groundwater ...... 16 4.4 Water Dependent Ecosystems ...... 22 4.5 Stormwater ...... 24 4.6 Wastewater ...... 29 4.7 Climate Change Impacts ...... 32 4.8 Outcomes ...... 33 5 Implementation Plan ...... 35 5.1 Overview ...... 35 5.2 Immediate Recommended Actions ...... 36 5.3 Intermediate Actions ...... 45 5.4 Strategic and Long Term Actions ...... 47 5.5 Monitoring and Review ...... 49 6 Funding Opportunities ...... 51 6.1 Strengthening Basin Communities – Water Saving Initiatives ...... 51 6.2 South Australian Murray Darling Basin NRM Board ...... 51 6.3 Stormwater Harvesting and Reuse Projects ‐ Third Competitive Grants Round ...... 51 6.4 Regional Development ...... 51 7 References ...... 53 Murray Region ...... 3

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List of Tables

Table 2‐1 Average Rainfall Statistics for Burra Calculated Over all Years of Data ...... 6 Table 2‐2 Burra Lot Yields and Potential Additional Population ...... 7 Table 3‐1 Integrated Water Resource Management Objectives, Strategies and Measures ...... 10 Table 4‐1 Current Water Use in Burra ...... 13 Table 4‐2 Potential Future Water Resource ...... 13 Table 4‐4 Wastewater Water Balance for Existing CWMS Scheme Servicing South of Burra ...... 30 Table 4‐5 Wastewater Water Balance for Potential CWMS Scheme Servicing North of Burra ...... 31 Table 4‐6 Monthly Climate Change Scenario Data ...... 33 Table 5‐1 Description of Priority Rankings ...... 35 Table 5‐2 Immediate IWMP Recommended Actions for the next 1‐5 Years: Burra ...... 42 Table 5‐3 Immediate IWMP Recommended Actions for the next 1‐5 Years: Regional ...... 43 Table 5‐4 Intermediate IWMP Recommended Actions for the next 5‐10 Years: Burra ...... 46 Table 5‐5 Intermediate IWMP Recommended Actions for the next 5‐10 Years: Regional ...... 46 Table 5‐6 Strategic and Long Term IWMP Recommended Actions for the next 10‐30 Years: Burra ...... 48 Table 5‐7 Strategic and Long Term IWMP Recommended Actions for the next 10‐30 Years: Regional ...... 48

List of Figures

Figure 1.1 Total Water Cycle ...... 2 Figure 1.2 Township of Burra...... 5 Figure 4.1 Current Potable Water Use in Burra ...... 14 Figure 4.2 DES Borehole Location Plan ...... 18 Figure 4.3 Maximum Drill Depth ...... 19 Figure 4.4 Depth to Groundwater ...... 20 Figure 4.5 Salinity (TD5 mg/l) ...... 21 Figure 4.6 Proposed Stormwater Detention Basin Locations ...... 27 Figure 4.7 Existing Catchment, Wastewater, Stormwater Infrastructure and Flooding Issues in Burra ...... 34

Appendices

Appendix A : Federal, State and Regional Legislative Framework Appendix B : Council’s Strategic Planning Framework: Development Planning and Climate Change Appendix C : Recommended Actions Map

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Executive Summary

Introduction

Council engaged Australian Water Environments (AWE) to develop an Integrated Water Management Plan (IWMP) for Burra. The Regional Council of Goyder (Council) and the community are committed to becoming more sustainable with its water use and to ensure that existing flooding and wastewater management issues are administered appropriately to enable future growth.

Objectives

The IWMP aims to provide for Burra:

 Sustainable management of all water resources within, impacted or drawn upon by the township including planned growth areas;

 Preservation, or enhancement where possible, of the ecological function of watercourses that receive runoff from Burra;

 Water management strategies to support productive, sustainable, liveable, socially inclusive town that is well placed to meet future challenges and growth;

 Sufficient water supplies to maintain public open space for amenity and recreational values, while protecting the health and wellbeing of the community ina warming climate;

 Water use that is “fit for purpose”, i.e. Water treated to an appropriate standard in keeping with its intended use;

 Clearly articulated connections and directions to the different sections of the council’s business, e.g. Planning and engineering, operations, and strategy;

 A resilient township capable of responding to an uncertain climate future;

 Water infrastructure with a minimised carbon footprint across its life‐cycle; and

 Clear direction as to how water will be managed within growth areas and the existing township area.

Burra Township

The IWMP applies to the township boundaries of Burra designated in Figure 1‐2.

The township of Burra is located 154km north of on the and it is on the western fringe of the Murray‐Darling Basin. Burra is located within the Regional Council of Goyder, and the town of Burra is included as a State Heritage Place due to its significant mining history. Burra recorded a population of 978 in the 2006 Census. The Regional Council of Goyder has identified a number of water resource management issues in the township, including stormwater, groundwater and wastewater management.

Burra comprises two distinct residential areas, which are physically separated by both historic and current mining infrastructure. For the purpose of this report they are referred to as Burra North and Burra South.

The long term average annual rainfall for Burra is 430mm. Burra is not anticipated to experience major growth, either outside or inside existing township/settlement boundaries.

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Key Findings

The main water management issues faced by Council and the people of Burra relate to ongoing management of groundwater resources and maximising the beneficial reuse of treated wastewater.

Current large water users in Burra have recently undertaken wastewater harvesting projects which may significantly reduce reliance on potable water from the Murray. The recent CWMS scheme upgrade is also able to store and treat wastewater from the township for reuse. This can offset the bulk of irrigation demand which historically has been drawn from groundwater.

Stormwater reuse will require further investigation to prove its feasibility as there are likely to be constraint. Constraints include the variable nature of the aquifer and that is already a water stressed system making increased extractions undesirable. Collection of runoff from roof areas may be the most appropriate option for stormwater harvesting in Burra.

Climate change will effect both irrigation demand and water resource availability but the impacts are not large and are less than the national variability in runoff from one year to the next.

Recommendations

The report provides a series of recommended actions in relation to potable water, groundwater, surface water, water dependent ecosystems, stormwater and wastewater, as summarised below:

Potable Water

 Council consider increasing the storage volumes of rainwater tanks required to be provided as part of new legislation and / or Development Plan provisions, especially with regard to commercial, industrial and larger scale residential developments.

 Council investigate opportunities to encourage installation of rainwater tanks through additional rebates and education of the benefits.

 Council review where rainwater tanks can be installed on Council properties and / or opportunities for tanks to be plumbed into Council buildings, where this is not already done.

Surface Water

 Reduce the reliance and impact on the surface water resources of the region by implementing harvesting and reuse schemes that comply with the relevant legislation.

Water Dependent Ecosystems

 Undertake an on‐ground survey of sites that might potentially be impacted by IWMP related works to ensure WDE’s are not compromised.

Stormwater

 Develop a Stormwater Management Plan to determine the capacity of the existing network and identify appropriate Water Sensitive Urban Design (WSUD), detention and capacity improvements for the expanded township boundary.  Complete the sealing and kerbing of all roads and provide formalised drainage easements/reserves over existing water courses through private land.  Develop concept designs for detention basins by Mevagessey Street and Penglawadd Street.

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 Ensure all stormwater harvesting opportunities are thoroughly investigated and comply with the relevant legislation.  Remediate sections of natural channel where accelerated bank erosion has been observed.

Wastewater

 Convert any existing septic tanks to biocycle or equivalent wastewater system.  Mandate appropriate wastewater systems for future development within the township.  Meter and monitor wastewater inflows and outflows to determine accurate long term water balance to base future decisions regarding system augmentation requirements.  Future reassessment of community wastewater treatment system viability in Burra North.

Implementation

The Implementation Plan in Section 5 clearly sets out the activities that Council can undertake to achieve the objectives of the IWMP. It breaks the activities down into immediate, intermediate and strategic/long term actions.

Monitoring and Review

A monitoring and evaluation approach for the IWMP is recommended which establishes an approach for continuous improvement in the planning, implementation and regular review of the Plan. This is detailed in Section 6.

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Regional Council of Goyder AWE

1 Introduction Growth in rural towns, tourism, drought, degraded and depleted water resources and watercourses have changed the way we view water, leading to a more holistic approach to water resources management. For many communities, new and ongoing realities point to a water constrained future unless water resources are more effectively managed and utilised. Conventional water resources management strategies are required to be integrated with contemporary principles such as stormwater and wastewater reuse to address current and future water supply and water demands. Given the range of dynamic extremes of ’s water resources systems, it is essential that we plan appropriately for cyclic wet and dry periods. Factoring drought risk into the reliable yield of our system is essential. There is a rising need to assess a range of the risks to water resource systems, including prolonged drought, increased population growth and climate change. Our water resource practices must also minimise our local environmental impacts and support the achievement of other state objectives and targets such as reducing reliance on the River Murray as a source of water and sustainable management of water resources.

The Regional Council of Goyder (Council) and the community are committed to becoming more sustainable with its water use and to ensure that existing flooding and wastewater management issues are administered appropriately to enable future growth. This has been demonstrated via a range of initiatives, including the Water Supply Investigation (2005), the Regional Council of Goyder Strategic Directions Report and the Draft Climate Change and Natural Resources Management Plan (January 2011). Council and the community are also looking to establish the utilisation of innovative, alternative water resource sources, including maximising the potential re‐use of stormwater and treated wastewater, both of which is under‐utilised at present; whilst ensuring sufficient water, of a suitable quality, is provided for the environment. Council has consequently engaged Australian Water Environments (AWE) to assist them in the development of an IWMP for Burra.

Burra predominantly relies on the River Murray and local groundwater for its water supply. Issues which will affect water management in Burra into the future include:

 Damage to property from stormwater flooding;

 Water quality and public health risks associated with poor wastewater management;

 Population, housing and business growth and the associated water demands/needs;

 Open space water (amenity horticulture) needs;

 Climate change;

 Need to minimise greenhouse gas emissions;

 Concerns regarding the ongoing use of groundwater; and

 Water quality risks associated with Burra Creek.

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1.1 Total Water Cycle Management Total water cycle management is about planning for the integrated management of water consumption, river water, groundwater, rainwater (or roof water), stormwater and wastewater to support the environment, economy and community. The total Water Cycle is illustrated conceptually in Figure 1‐1. Traditionally, mains water supply (i.e. River Murray water), groundwater, wastewater and stormwater have been managed as separate systems. Integrated total water cycle management looks at the way key water resources are used and the effects this has on the quality of natural resources and waterways. Water users in the Regional Council of Goyder have relied heavily on surface water supplies from the River Murray distributed through the mains water system. Continuing to extract large volumes of surface water from the River Murray will place significant stress on ecosystem health. Arguably the decline in the health (including the rise in salinity) of the River Murray is evidence that resources are already over‐exploited.

Existing water supply, wastewater and stormwater infrastructure is ageing and reaching its capacity and the replacement costs to the community are considerable. In addition, there will be the need to expand the infrastructure to facilitate future growth in the township.

Solutions to improve water management challenges in the townships therefore need to be found that protect the existing network system, benefit the environment and are socially acceptable.

FIGURE 1.1 TOTAL WATER CYCLE

Source: Adapted from www.recycledwater.com.au

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1.2 Purpose of the Plan The development and implementation of an IWMP will help the Council and the community establish a strategic, proactive, innovative and targeted approach towards sustainable water usage (and re‐use) during a 30 year period of growth. The benefits of such an approach will help minimise the draw on the River Murray and local groundwater resources and provide the Burra community with opportunities to improve their recreational facilities as well as delivering a wide range of other environmental, social and economic benefits. The Plan is intended to provide Council management, staff and Elected Members guidance for investing in water management actions that:

 Conserve water;

 Protect water quality;

 Protect ecosystem health; and

 Support the sustainable growth of Burra.

The Plan will also serve to inform the community, other Councils and State Government about the water management programs and goals that the Council have for the township. It is intended that this Plan will be integrated with other water management tools and initiatives in the Council area including:

 The Regional Council of Goyder Development Plan;

 The River Murray Water Allocation Plan;

 Community Wastewater Management Systems;

 Water for Good Plan; and

 The South Australian Murray Darling Basin Natural Resources Management Plan. The development, and most importantly, the implementation of the Integrated Water Management Plan for Burra will enable it to prosper whilst ensuring that:

 Council has an understanding of the scale and sustainability of its surface and groundwater resources;

 The general public and landowners can support and implement relevant strategies;

 Developers are better informed and educated on environmental considerations;

 Council can develop a long term Capital Works Programs and Asset and Infrastructure Management Plans, matched by a Long Term Financial Plan;

 Council can effectively deal with emerging global warming and climate change adaption scenarios;

 IWMP outcomes can be marketed to stimulate further growth;

 Council, agencies and the community are well placed to target grant opportunities for various projects;

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 Council’s Development Plan is brought up‐to‐date with current environmental considerations and are consistent with Structure Plans, the Planning Strategy, NRM Strategies and other relevant research;

 The taking of water for current and future uses is within sustainable limits;

 Where practicable, re‐use of stormwater and wastewater can be economically achieved;

 Development is balanced with environmental and social considerations;

 Consideration is given to water quantity, water quality, surface and groundwater and other resource linkages; and

 The plan provides linkages with relevant Local, State and Federal Government plans and strategies. 1.3 IWMP Objectives This IWMP aims to provide for Burra, the following:

 Sustainable management of all water resources within, impacted or drawn upon by the township including planned growth areas;

 Preservation, or enhancement where possible, of the ecological function of watercourses that receive runoff from Burra;

 Water management strategies to support productive, sustainable, liveable, socially inclusive town that is well placed to meet future challenges and growth;

 Sufficient water supplies to maintain public open space for amenity and recreational values, while protecting the health and wellbeing of the community ina warming climate;

 Water use that is “fit for purpose”, i.e. Water treated to an appropriate standard in keeping with its intended use;

 Clearly articulated connections and directions to the different sections of the council’s business, e.g. Planning and engineering, operations, and strategy;

 A resilient township capable of responding to an uncertain climate future;

 Water infrastructure with a minimised carbon footprint across its life‐cycle; and

 Clear direction as to how water will be managed within growth areas and the existing township area. The IWMP applies to the township boundary to Burra designated in Figure 1‐2.

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Job No. 11105 - 005 110525 Figure 1-2 AWE Regional Council of Goyder

2 The Township of Burra Burra is a town located 154km north of Adelaide on the Barrier Highway and it is on the western fringe of the Murray‐Darling Basin. Burra is located within the Regional Council of Goyder, and the town of Burra is included as a State Heritage Place due to its significant mining history. Burra recorded a population of 978 in the 2006 Census. The Regional Council of Goyder has identified a number of water resource management issues in the township, including stormwater, groundwater and wastewater management. Burra comprises two distinct residential areas, which are physically separated by both historic and current mining infrastructure. For the purpose of this report they are referred to as Burra North and Burra South.

2.1 Climate The long term average annual rainfall for Burra is 430mm. The Bureau of Meteorology (BoM) gauge in Burra has 50 years of rainfall data (BoM Station 021077, Burra Community School) this has been utilised for the IWMP. Rainfall data has been collected at this location since 1961.

Historical rainfall over the available record is illustrated in Table 2‐1. The average annual point potential evapotranspiration ranges is estimated to be between 1684‐1723 mm per annum.

TABLE 2‐1 AVERAGE RAINFALL STATISTICS FOR BURRA CALCULATED OVER ALL YEARS OF DATA Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec

Mean 24.6 19.2 17.9 28.3 40.3 48.7 53.9 52.6 48.4 40.4 27.5 29.0

Median 13.4 9.4 12.6 22.8 37.9 39.5 49.7 49.2 42.4 31.9 24.0 16.5

The average precipitation for each month, as illustrated in Table 2‐1, shows that most precipitation occurs in the 6‐month period between May and October. The total precipitation in this period is distributed relatively evenly across each month. The lowest rainfalls throughout the region occur from January through to March.

2.2 Future Township Growth Scenario The potential growth scenario for Burra is briefly described below and in more detail in Appendix B. Burra is not anticipated to experience major growth, either outside or inside existing township/settlement boundaries.

2.3 Residential Land Supply and Demand Based on ABS records there are currently 528 residential tenements in Burra (443 occupied). The current Goyder Council Development Plan (consolidated 17 February 2011) states that in the Residential Zone, the minimum allotment size for a detached dwelling is 1000m2 .The Rural Living Zone has a minimum allotment size of 10,000 m2.

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Based on the current township Residential and Rural Living Zone Structure Plan perusal of aerial photographs, and a site inspection on 13 May 2011, Burra South has the sufficient land to support an additional 55 rural living allotments within the existing rural living zone and 82 residential infill allotments within the existing residential zone, whereas Burra North has sufficient land to support 50 residential infill lots. The structure plan for Burra North, Google Earth and cadastre maps also indicate proposed subdivisions within the Primary Production zone yielding a potential 319 additional lots, however a onsite inspection on 13 May 2011 confirms that these subdivisions have not been developed or pegged. However some SA Water mains have been provided for two dwellings in the southern portion of West Terrace and Genders Street north of Mevagessey Street.

2.4 Potential Areas for Future Residential Development The area available for residential development comprises existing vacant lots within the existing Residential and Rural Living Zones and excludes the additional land indicated in the Primary Production Zone. The potential lot yields, additional population and water demand for each of the township areas based on the proposed minimum lot sizes assuming the available land is fully developed, are outlined in Table 2‐2.

The estimated population growth by 2036 as outlined in the interim planning report for Burra is 207 indicating that lot take up rates within Burra within existing residential and Rural Living zones would be 60% by that date.

TABLE 2‐2 BURRA LOT YIELDS AND POTENTIAL ADDITIONAL POPULATION

Township area Area Estimated Max Potential Additional (Ha) Lot Yield Max Population Burra South West 7.9 61 110 Burra South East 2.7 21 38 Burra North East 7.8 50* 90 Burra South Rural Living 62.5 59 106 Total Burra 80.9 187 344 *Based on 1200m2 lots for septic soakage

# Excludes Burra North and Rural Living assumed to remain as on site disposal and based on wet weather flow infiltration.

2.4.1 Potential Development Constraints The Residential Zone policies provide for allotments of a minimum of 1000m2 for detached dwellings, 600 m2 for semi‐detached, 500m2 for group dwellings and 400m2 for row dwellings. The Rural Living Zone provides for allotments of a minimum of 10,000m2. The township is surrounded by the Primary Production Zone which provides for a minimum of 100 ha allotments. The town of Burra is included in the Development Plan as a State Heritage Place, and there are 75 State Heritage listed properties in Burra.

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Overview of Engineering Constraints Within the Burra study area there are relatively few engineering contraints that would limit the future development of these available allotments. It would be more appropriate to concentrate future development within the southern region of Burra where the majority of allotments have the capacity to connect to the existing Community Waste Management Scheme. The portion of Burra which is located to the north of the Historical Mining zone is currently on septic and the cost associated with a CWMS scheme for this region may be prohibitive, given the rocky nature of the ground. This is particularly true for the short term. Potable water supply to Burra is from a branch off the Morgan‐Whyalla pipeline. The capacity of the pipeline to Burra is not likely to be a constraint to future development given the relatively low proportion of residential use. Potential improvements in water use practices within heavy water using industries may significantly reduce the overall demand to Burra over time. Outside of the study area (within the Primary Production zone) there are a number of allotments that do not meet the minimum land size for Primary Production lots. These may be considered for future development if there is sufficient development pressure. However, the bulk of these allotments are located to the northeast of Burra. Development of these allotments would require a drainage management strategy to be prepared. Many of these allotments are located where existing drainage issues have been noted further down in that catchment.

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3 Strategic IWMP Objectives One of the key mechanisms for achieving the desired outcomes for water management is to ensure that the objectives of the IWMP meet and contribute to other Council and natural resource management policies and strategies. These strategies in turn assist in the implementation of the desired water management outcomes. The overarching Federal, State and Council policy framework and strategic setting is documented in Appendix A and Appendix B. It is essential that the principles and options proposed in the IWMP take into consideration the wide variety of interests (and requirements) involved in the operation of the Council and, in particular, the plans for future development. Consequently, key stakeholder involvement in this process was identified as being critical to ensuring that an IWMP is developed that takes into consideration the stakeholder organisation’s requirements and needs to achieve the important water management outcomes sought by this project. The Council and the Project Team considered that a range of organisations have an important role to play in contributing to the creation of an innovative yet practical plan for reducing water use and “water proofing” the region, therefore, the following organisations have been consulted during the preparation of the IWMP:

 Elected members and staff of the Regional Council of Goyder;

 Department for Water;

 Department of Health;

 Alano Water;

 Adchem;

 SA Water; and

This has allowed the project team to:

 Obtain views on key water resource management issues and opportunities that are relevant to Burra;

 Determine if there were any additional sources of information or reports that had not been considered;

 Obtain information regarding any current (or future) amendments to legislation, policies, approval processes or codes of practice which may need to be considered in the development of the plan; and

 Determine if there were any opportunities for joint water management.

3.1 Objectives and Measures The objectives for the IWMP, contained in Table 3‐1, have been developed in conjunction with Council based upon their strategic goals and visions for future water management to support town expansion (urban, commercial and industrial) whilst accounting for the social, economic and environmental needs of the region. Strategies are suggested in Table 3‐1 to assist achieving these objectives. Further strategies (or actions) are discussed in Section 5. Being able to measure

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whether the objectives are being achieved is also an important aspect of the IWMP. Suggested measures are incorporated in Table 3‐1.

TABLE 3‐1 INTEGRATED WATER RESOURCE MANAGEMENT OBJECTIVES, STRATEGIES AND MEASURES

Objectives Strategies Measures

(1a) Integrate the management of (i) IWMP adopted by Council. stormwater, wastewater, (ii) IWMP amended on a groundwater and water continual basis as more consumption. information is obtained. 1. Sustainable Total (1b) Integrate land, biodiversity and Water Cycle Management (iii) All new development water management. incorporates WSUD principles (1c) Promote the principles of Water and measures. Sensitive Urban Design through land use planning and building design.

(2a) Protect the environmental (i) Number of water quality values of watercourses to enhance concerns reported. environmental and urban amenity (ii) Compliance with all 2. Protect water quality and biodiversity. relevant licences. and public health (2b) Prevention of pollution of the stormwater system and watercourses.

(3a) Residents, business, industry (i) Target set for Council and Council to conserve River reduction of River Murray Murray water. water use.1 (3b) Sustainable water management (ii) Target set for community 3. Conserve more water through more efficient use of water. reduction of River Murray water. (iii) Monitor and report water consumption

(4a) Provide the best opportunities (i) Number of projects for rainwater, stormwater and undertaken which utilise treated wastewater to be re‐used alternate water supplies 4. Promote fit for through better methods of water (ii) Volume of alternative purpose supplies management. water sources used in (4b) Seek opportunities to increase relation to River Murray the uptake of alternate water and groundwater volumes supplies.

1 Suggested target of 30%, however, this should be determined based on current water use and what is determined to be achievable.

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Objectives Strategies Measures

(5a) Reduce the incidence of local (i) Number of properties flooding. flooded. (5b) Retain more urban runoff. (ii) Number of incidents of (5c) Reduce rate and volume of nuisance reported due to 5. Provide protection runoff. flooding. from flooding (iii) Volume of water able to be detained in stormwater basins. (iv) Uptake of WSUD measures.

(6a) Capture baseline information for (i) Data capture and water consumption, stormwater, monitoring processes wastewater and groundwater. established. 6. Continual (6b) Establish a monitoring and (ii) Baseline water quality of improvement review process to keep the water stormwater and groundwater management program relevant, determined. consultative and effective. (iii) Measure volumes of water used for irrigation.

(7a) Establish a framework for Local (i) Partnerships developed Government to work collaboratively with adjacent councils. on priority water resource (ii) Partnership with Regional management actions to benefit the Development Australia Yorke 7. Form partnerships region. and Mid‐North continued. (7b) Work with business, community (iii) Partnership with the NRM and government agencies for Board. effective water management.

(8a) Involve and educate residents, (i) A community aware of businesses and staff in integrated Council’s environmental water management. initiatives. 8. Educate to encourage (ii) Number of information participation sessions on water management undertaken. (iii) Number of demonstration sites established.

(9a) Adoption of WSUD targets. (i) Review businesses and 9. Develop / promote a (9b) Continue partnership with expanding industry in water ‘water industry’ and the Regional Development Australia management. business of water Yorke and Mid‐North. (ii) Industry use of treated conservation and reuse wastewater.

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4 Current and Potential Water Resources Use and Recommendations This section describes the current and possible future water resources available in Burra, including the potential impacts of a mid‐range climate change scenario.

4.1 Water Balance A water balance is a modelling process which compares the temporal availability of the potential water sources against the temporal distribution of demands. This is essentially to confirm how much water is likely to be available for the demands throughout the course of a year. For example, stormwater runoff available for harvesting may occur during a short period of the year, and is likely to occur when irrigation requirements are low. Water balance modelling reconciles these discrepancies in water availability and demand to provide a more realistic assessment of harvesting potential. A water balance was undertaken for Burra that involved the assessment of all potential water sources and uses. The components of the water balance are described in the sections below. A brief overview of the water balance approach and key assumptions follows.

The current water use in Burra is summarised in Table 4‐1. The water balance modelling has considered both the use of wastewater and stormwater options. Stormwater yields were estimated based on available information and within the context of the development of the IWMP. The volume of water runoff depends on the intensity and the duration of the rain event, losses due to wetting of the surfaces and the history of the rainfall prior to the event. Historical rainfall data was used to derive a daily runoff series for the water balance; evaporation, demand and seepage were evaluated.

Runoff from both pervious and impervious surfaces were assessed, to take into account the hydrological response of the different surface types. Irrigation demand values were calculated based on the surface type, average evapotranspiration, average rainfall and use.

These high level assessments will need to be supplemented by detailed hydrological calculation and system assessments as part of the detailed design process. Further information on the proposed storage and irrigation locations can be found below. Multiple options were assessed for the water balance analysis considering both the demand and yield on a short term and long term basis. Storages including basins and below ground storage tanks were evaluated. The impact of an impermeable liner was considered in the operation of basins. The dimensions that were used were based on estimations of storage areas from site inspections and aerial photography. The impact on climate change on the potential yields and demands has been investigated. The average climate change data for 2030 has been used with the change in rainfall and evaporation undertaken on a rolling 3 month basis. The climate change effect sees an annual reduction in rainfall and increase in evaporation and average temperature. Climate change affects both irrigation demand and stormwater yields resulting in an average increase in demand and a decrease in supply.

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Further discussion on the climate change data can be found in section 4.10 but the impacts for Burra are likely to be minor (in terms of water harvesting).

4.1.1 Current Water Demand The potable water use in Burra is currently 414 ML/a, and there is no documented reuse of stormwater at present. Wastewater reuse is estimated to be 19.8 ML/a. Groundwater is currently used, however the volumes are not metered and unknown. Industrial demand for potable water in Burra is relatively high in comparison with many other rural communities. This includes demand from the Adchem copper processing facility.

TABLE 4‐1 CURRENT WATER USE IN BURRA Current Potable Water Current Reuse of Current Estimated Current Groundwater Use (ML/a) Stormwater (ML/a) Reuse of Wastewater Use (ML/a) (ML/a) 414 0 19.8 unknown

4.1.2 Anticipated Future Water Demand Increases in the price of mains water, decreasing water allocations and developments incorporating WSUD measures will have an influence on the future water demand in the region. The future water demand reflects the projected growth of the township (see Section 2 and Appendix B), and the industrial water use within the township. Of note, Adchem has recently constructed an reverse osmosis (RO) water treatment plant which began commissioning in late 2010. It is anticipated that this will reduce Adchem’s potable water demand and overall demand for Burra.

Irrigation demand satisfied by non‐potable water sources (e.g. treated stormwater/wastewater) are required to be treated to guideline values. The development and release of the Australian Guidelines for Water Recycling – Managing Health and Environmental Risks (2006, 2008a, 2008b) (which provides a national unified framework for safe and environmentally sustainable reuse of waste waters across Australia), along with the South Australian Environment Protection (Water Quality) Policy, 2003 and South Australian Reclaimed Water Guidelines (1999) describes methods by which reclaimed water can be used in a sustainable manner without imposing undue risks to public health or the environment; and details the performance criteria/treatment levels to which the treated wastewater must meet. Table 4‐2 details the potential future water resource demand in Burra. In the absence of detailed information to quantify the projected water reductions associated with the RO system at the Adchem site, potable demand was estimated as the current demand plus residential growth.

TABLE 4‐2 POTENTIAL FUTURE WATER RESOURCE Potable Water Non Potable Water Potable to Non Wastewater Supply Stormwater Supply Demand (ML/a) Demand (ML/a) Potable (ML/a) Volume (ML/a) Volume (ML/a) 439 25.5 0 23.1 (growth only) 0 33.6 (growth + implement Burra North recommendations)

11105 Integrated Water Management Plan for Burra 13 AWE Regional Council of Goyder

The following sections detail the water resource components of the water balance.

4.2 Potable Water Non‐residential demand (Industrial, Council Reserve and Council Building demand) is the largest component of community water use within the township of Burra (292 ML/a), as shown in Figure 4.1. Treated potable water is delivered to Burra via an SA Water branch main supplied from the Morgan‐ Whyalla pipeline. Residential water demand for the township of Burra is approximately 115 ML/a and is the second largest component of community water use. The proportion of households with rainwater tanks and the volume of rainwater utilised is unknown and therefore has not been taken into account in this analysis. Commercial demand comprises 7.4 ML/a. The current estimated average daily and peak daily demands are 1136kL/d (1.136ML/d) and 3067 kL/d (3.06ML/d) respectively.

The non‐residential (industrial and commercial) component of potable water use is significantly higher than the residential component. This is understood to be related to the Adchem industrial facility located within the township, with involves copper processing. A new reverse osmosis (RO) system has been installed by the company and this should reduce Adchem’s potable water demand, thereby reducing the overall potable water demand within Burra.

BURRA Commercial Current Potable Water Use 2%

Residential 28%

Non‐ Residential (Ind & CL) 70%

FIGURE 4.1 CURRENT POTABLE WATER USE IN BURRA

14 11105 Integrated Water Management Plan for Burra Regional Council of Goyder AWE

4.2.1 Roof Runoff An individual household can capture sufficient water to be independent from the mains water supply (depending on tank volumes) by capturing roof runoff and storing it in rainwater tanks. The amount of rainwater (or roof runoff) a property can capture, store and use annually is dependent on factors including:

 The annual rainfall;

 The roof area connected to the tank;

 How much rainwater is used and when it is used; and

 The capacity of the tank. Commercial and industrial buildings can also harvest considerable volumes from roofs even with a low annual rainfall. Rainwater can reduce the demand for mains water if there is frequent drawdown. This process involves using the rainwater as the primary source of water with mains water providing a backup supply. Rainwater tanks used in this way can have an impact on minor flows (less than 1 in 5 ARI) in the downstream drainage system. They will also reduce the total volume of stormwater discharged from allotments and as a result are likely to have some effect in reducing the impact of stormwater on the downstream receiving environment.

Continuing to encourage the installation of rainwater tanks is considered to be appropriate in Burra. The current Development Plan requirement is for a 10,000L tank to be installed for new housing developments and re‐developments. There is the potential for Council to increase this minimum requirement which would increase the potential savings of River Murray. The suitability of a rainwater tank greater than 10,000L would be site/development dependent. There is also the potential for council to further encourage the installation and use of rainwater tanks by offering additional rebates to the rebates already available from SA Water.

Recommended Actions

Council consider increasing the storage volumes of rainwater tanks required to be provided as

part of new legislation and / or Development Plan provisions, especially with regard to commercial, industrial and larger scale residential developments. Council investigate opportunities to encourage installation of rainwater tanks through additional rebates and education of the benefits.

Council review where rainwater tanks can be installed on Council properties and / or opportunities for tanks to be plumbed into Council buildings, where this is not already done.

11105 Integrated Water Management Plan for Burra 15 AWE Regional Council of Goyder

4.3 Groundwater

4.3.1 Geology and Hydrogeology The township of Burra is located within the Adelaide Geosyncline which comprises a thick sequence of variably folded and faulted sedimentary layers including slate, quartzite, tillite and dolomite. Sediments of the Burra Group dominate the local geology within 5 km of Burra township.

The hydrogeology of the district has been thoroughly analysed and reported in Deane et. al. (2008) and the following discussion provides a summary of this information.

The dominant aquifers within the district are fractured slate, sandstone, calcareous siltstone and carbonates. These are generally of low yield (due to low fracture density) and of marginal quality, and are also difficult to predict in terms of the extent of fracturing and distribution of water quality.

The dominant aquifer is the Skillogalee Dolomite which represents a localised, highly transmissive zone due to localised faulting and dissolution. This formation hosted the copper deposits mined in the Burra open cut, and dewatering of this unit was required to facilitate mining.

The Skillogalee Dolomite is the source of water that has historically been used to maintain the level of the towns recreational lake and discharge from this zone feeds the springs that produce the continuous baseflow and permanent waterholes of the creek to the south of the township (Segnit 1937).

A search of the Drillhole Enquiry System (DES) website for bores within an approximate radius of 3 km of the township was undertaken. The DES search reported 183 boreholes. A bore hole location plan is provided in Figure 4‐2.

Of these boreholes the available information reports:

 Borehole drilled depths range from <2m to >500m (Figure 4‐3). This large range is due to the varied nature of borehole purpose which can range from shallow engineering investigations to town water supply and deeper mineral exploration;

 Depth to water ranging from <2 mbgl to 87 m below ground level (Figure 4‐4). This parameter will be highly dependent on topography at the borehole location i.e. low topography correlates with shallow depth to water and higher topography correlating with greater depths to water;

 Salinities are generally below 3,000 mg/L and ranging from 900 mg/L to 4,724 mg/L (Figure 4‐ 5);

 Development bore yields generally below 7 L/s but ranging from 0.2 L/s to 30 L/s. The higher yields are recorded from town water supply and dewatering boreholes at the Burra open cut. It is possible that many of the lower borehole yields are not full representative of possible maximum bore yields due to limits of the actual test method e.g. airlifting during drilling. Further analysis of catchment‐wide groundwater data by Deane et. Al (2008). also indicated the following:

16 11105 Integrated Water Management Plan for Burra Regional Council of Goyder AWE

 Well yield is typically higher at shallower depths in the fractured rock systems, due to the presence of a weathered, and therefore more transmissive, layer nearer to the surface.

 The majority of higher yielding wells appear to be associated with fault systems especially those drilled in the immediate vicinity of the township.

 Occasional higher yielding deeper wells are recorded and these suggest larger fracture sets intersected at depth, but these are the exception and are difficult to predict.

 Better quality groundwater tends to be found in the vicinity of faults around Burra township, presumably due to higher potential recharge rates due to the faulted and more permeable nature of the faulted zones.

4.3.2 Groundwater Use Two bores have been used within Burra to supply water to the township. Council has adopted the policy of minimising the extraction of water from underground. One bore has been capped and will no longer be used, and the other bore is connected. The connected bore is being trialled with pumps and sensors to Council’s irrigation system to allow watering of the oval and the subsurface irrigation system using recycled water from the CWMS (filtered and chlorinated). The bore supplements the storage tank volumes should the CWMS not be able to supply water, either through failure of the pumps or filters, or lack of waste water particularly in summer.

The landscape water pool in the Burra Creek is topped up with bore water to maintain amenity. Any wastage will be minimized by the installation of a censor that will only allow the bore pump to operate when the level drops to a predetermined point through leakage and evaporation.

It is understood that the existing golf course, school oval, town oval and the Adchem Industrial plant also use groundwater for irrigation and reprocessing purposes.

4.3.3 Managed Aquifer Recovery (MAR) It would be difficult to determine the suitability of a Burra MAR scheme without preliminary testing of existing bores given the available information indicates fractured rock aquifers and a fault line beneath the subsurface of the immediately surrounding (~2 km) area. Difficulties that may be encountered include:

 Low injection and extraction rates and volumes where boreholes have low yields;

 Clogging of fractures; and

 Inadequate recovery of injected water due to nature of fractures (injected water may move beyond influence of pumping hence not be able to be recovered).

11105 Integrated Water Management Plan for Burra 17 310000

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4.4 Water Dependent Ecosystems The following description of the ecological environment within the township of Burra study area is drawn from desktop research. The Burra Creek catchment arises in undulating terrain surrounding Mt Bryan, north of Burra, and is aligned north south from its upper catchment to the Burra Gorge. Here, its alignment turns east west as it passes between the rocky ridges on the eastern side of the and out to the Murray Darling Depression. The lower reaches are ill‐defined on the plain of the Murray Darling Depression and though the Creek drains to the it has rarely been recorded as being connected by flow to the Murray. The key biodiversity asset in the catchment is the permanent groundwater dependent ecosystem south of Burra, comprising deep pools linked by the permanently flowing creek. Some field assessments were undertaken to examine the environmental water requirements of Burra Creek by DWLBC (Deane et al 2006) and two survey sites on Burra Creek were included in a recent biological survey of permanent water sites in the SA Murray Darling Basin Rangelands by the Nature Conservation Society of SA (Moise and Milne 2010). Permanent water refuge sites provide a point from which water dependent organisms can redisperse out into the landscape when high flow events occur. The Burra Creek pools are ecologically significant for their potential ability to support different suites of species as water level, flow and water quality change (though little work has yet been aimed at temporal repeat surveys). Sites of permanent water are significant in the terrestrial landscape as a source of water for birds and reptiles and mammals whose feeding ranges and paths of migration may be partially defined by the spatial distribution of water. Six bird species observed at permanent water sites in the Nature Conservation Society 2009 survey were identified as ‘refuge’ species ‐ the Purple Swamphen, Australian Pelican, Chestnut Teal, Black‐eared Cuckoo, Sacred Kingfisher and Little Grassbird. Deane et al (2006) also identified the permanent groundwater dependent ecosystem of Burra Creek as potential habitat for Baillon’s Crake, Clamorous Reed‐warbler and the vulnerable Painted Snipe.

Much of the Burra Creek catchment has been cleared and is grazed. In many places along Burra Creek riparian vegetation is reduced to scattered River Red Gum (Eucalyptus camaldulensis) canopy with an understorey of introduced grasses. The Burra Gorge retains some more diverse riparian understorey including Native Myrtle (Myoporum montanum), native herbs and sedges. The permanent pools frequently support Common Reed (Phragmites australis) and Bulrush (Typha sp) with some occurrences of Shore Clubrush (Schoenoplectus litoralis) and Spiky Clubrush (Schoenoplectus pungens). Beds of Sea Rush (Juncus kraussii) and Spiny Flat‐sedge (Cyperus gymnocaulos) may be present in riparian areas that have lower grazing pressure. Areas of permanent water support aquatic submerged species such as Chara, Nitella and Triglochin sp. The saline lower catchment pools support Ruppia maritima, an important food source for waterbirds. Burra Creek in the vicinity of the main township of Burra has recently been the subject of a concept plan aimed at improving both amenity and biodiversity value (Hemisphere Design 2008). Any water requirements of the revegetation undertaken as part of the redevelopment should be considered in any future water resource management of Burra Creek. It should be noted that the stormwater recommendations presented in the planning report (Hemisphere Design 2008) were not informed by the recommendations in Deane et al (2006) in relation to groundwater / surface water

22 11105 Integrated Water Management Plan for Burra Regional Council of Goyder AWE

interactions, and the specific recommendations in relation to further investigations required on the lake management. The following information about flow regime is drawn from Deane et al (2006). Permanent water in the central area of the Burra Creek Catchment (south of Burra to east of Worlds End) is sustained by groundwater from the Skillogalee fractured rock dolomite aquifer. This is the aquifer in which the Burra Mine (historic) is located. The water level in the dis‐used mine is believed to represent the level of the water table. Between Burra and Burra Gorge there are 17 kilometres of permanent baseflow creek with large deep permanent waterholes. This groundwater dependent ecosystem is considered unique in the semi‐arid areas of South Australia. The permanent water is an important refuge for both aquatic and terrestrial fauna and the hyporheic zone (where ground and surface water meet beneath the stream bed) is potentially an important habitat for micro and macroinvertebrate diversity. The relationship between groundwater and surface water inputs to the aquatic ecosystem are complex. The upper catchment is possibly a source of significant direct recharge to the Skillogalee dolomite aquifer due to the extensive faulting present in that area. Streamflow in the upper and central parts of Burra Creek is considered to be a major source of indirect aquifer recharge. There are seasonal increases in baseflow directly correlated with winter rainfall and temporary groundwater mounds have been recorded in various locations following runs of several years of high rainfall. Deane et al (2006) note the potential for double allocation of the same volume of water in any assessment of permissible surface water yield (2006:60). Further investigations into ground and surface water interactions, including a full water balance for the Skillogalee dolomite, were recommended by Deane et al (2006).

An assessment to compare current flow regime with a modelled flow regime that removed the impacts of farm dam development (an approximation of pre‐settlement conditions) showed that median daily flows may be reduced to less than 40% of ‘natural’ flows. The assessment also showed that periods of no surface water contribution to flow are 3.5 times more frequent than in the past. This change is significant for water quality as water derived from the Skillogalee aquifer is moderately saline. Reductions in fresh surface water inputs and extended periods of time between ‘freshes’ expose any species already at the limits of their salinity tolerance to being lost from this system. The lower reaches of the Burra Creek catchment are saline (10,000 – 20,000 mg/L) and support a range of saline tolerant plant species, with dead River Red Gums indicating that past conditions may have been less saline (Deane et al 2006: 110 ‐111). Any future increase in diversion of water from the creek system risks a movement of saline conditions further upstream. The quantity and timing of any treated wastewater and/or stormwater discharge into these watercourses should be reflective of the relevant legislation. The water quality treatment processes undertaken by the respective treatment measures will have a positive impact on the receiving environments, particularly for water quality. However, any stormwater harvesting scheme will need to ensure that it does not adversely affect water availability for the environment.

Recommended Actions

Undertake an on‐ground survey of potential sites to be impacted via IWMP recommendations

to ensure water dependent ecosystems are not compromised. Insert (to show GDEs)

11105 Integrated Water Management Plan for Burra 23 AWE Regional Council of Goyder

4.5 Stormwater Stormwater is a significant issue in Burra, with regular and damaging flooding events occurring throughout the township. A number of natural features contribute to this issue, including the topography. Consequently, the township’s stormwater infrastructure is periodically unable to manage the volume of water. The following outlines the existing stormwater catchments, infrastructure, potential harvesting opportunities and recommended actions.

4.5.1 Surface Drainage and Watercourses The dominant flow path through Burra is Burra Creek. Burra is located adjacent to Burra Creek and surrounded by several significant ridgelines, particularly to the east. Runoff from these hillsides is generally towards Burra Creek. As a consequence, there are a number of locations within Burra that are subject to localised ‘flash’ flooding associated with high intensity storm events on the surrounding hills.

4.5.2 Existing Stormwater Infrastructure The existing stormwater network within Burra is largely limited to overland flow through open channels or roadside drainage. Underground drainage is limited to short sections of pipe and under road culverts. Flow is largely conveyed via channels which discharge directly to Burra Creek. These channels flow primarily through vacant allotments in both the north and south of the township. A number of the channels are under capacity and require augmentation or upstream detention to mitigate against flooding.

There is also evidence of erosion just downstream of the weir on Burra Creek which requires stabilisation.

Based on the multiple site inspections conducted by AWE, data supplied by Council and a range of stakeholders and anecdotal evidence, the relative lack of a formal drainage infrastructure is contributing to the magnitude of the flooding issue in Burra. Council is progressively dealing with these drainage deficiencies on a case by case basis.

Stormwater Management

In February and March 2011 there were a number of large rainfall events. Runoff resulting from these events highlighted a number of stormwater deficiencies within Burra. Within Burra, drainage is primarily conveyed via roadside table drains. The majority of table drains are not protected, and velocities are high. A number of road verges show significant signs of scouring. Providing a formalised drainage verge with concrete or bitumen on the steeper slopes which do not have a gutter will reduce the risk of scour. The culvert under the pedestrian pathway south of The Crescent (just west of the intersection with Cooper Street), was damaged and large scour is present. Repair of the culvert and headwalls are required, and erosion protection is also required immediately downstream with the construction of either drop structure or rock ramp structure. This would allow energy dissipation and reduce undermining of the culvert in the future.

24 11105 Integrated Water Management Plan for Burra Regional Council of Goyder AWE

There is small sag (low point) on View Street, where the stormwater ponds and flows through a break in the kerb and through residential properties. Whilst this does not pose a risk of damage to residences, a formal drainage easement for this flow path is recommended.

4.5.2.1 Recommendations for Stormwater Infrastructure in Burra There are a range of mitigation strategies suitable for stormwater management in Burra. Opportunitities to improve the town surface and underground stormwater network include:

 Developing a Stormwater Management Plan to confirm the capacity of the existing network and identify appropriate Water Sensitive Urban Design (WSUD), detention and capacity improvements for the expanded township boundary. A detailed survey of the local topography will be required to allow an assessment of existing catchments boundaries, channel capacities, and grades in order to provide sizing of the required infrastructure.

 Sealing all roads and providing sealed or kerbed verges and formalised drainage easements/reserves over existing watercourses through private land; and

 Constructing a detention basin on Penglawdd Street which has funding from the Natural Disaster Resilience Program.

Providing a more formal drainage network would improve flood and scour control and provide water quality benefits to the town.

Stormwater Detention

There are two poorly defined/under capacity channels which enter Burra Creek from the northwest of the catchment. The first channel (Channel 1) is located parallel to Tregony Street, on the western side of Burra Creek and runs from Mevagessey Street to its discharge to Burra Creek north of St Just Street. It has a catchment area of approximately 155ha. The second channel (Channel 2) enters the township near Penglawdd Street and has a 44ha catchment. This second channel connects to the first channel west of Tregony Street.

Flow from these catchments is largely conveyed through informal channels or channels with insufficient capacity to convey major storm flows. Two locations have been identified where a stormwater detention basin could be constructed to mitigate peak flows and alleviate flood risk in areas historically subject to frequent flooding. The detention basin for Channel 1 could potentially be located on the private allotment to the northwest of the junction of Mevagessey Street and Tregony Street. The potential location for the detention basin for Channel 2 could be located to the southeast of Penglawdd Street upstream of the residential area. A preliminary investigation has been conducted into the capacity to mitigate flows. Indicative basin sizes have been calculated based on channel slope and area. The detention basins would be constructed with a low flow outlet to throttle flows. No capacity assessment of the downstream channels has been undertaken to determine discharge targets from the basins. From contour plans available, Basin 1 could have an area of 5000m2 and Basin 2 could have an area of 2000m2. This could provide an estimated basin storage of a 5.5 ML for Basin 1 and 2.3 ML for Basin 2. The proposed location of these basins are shown in Figure 4.6. The dwelling on the allotment where proposed Basin 1 could be located would restrict the depth and inundation area of any potential basin. From the contour information available, a maximum

11105 Integrated Water Management Plan for Burra 25 AWE Regional Council of Goyder

depth within the basin of 2‐2.5m is possible, however sufficient freeboard to the dwelling is required. The time of concentration of the catchments is between 30 minutes to 1 hour. The volume from the critical duration 100 ARI storm is approximately three (3) times the detention volume. Further investigation needs to be undertaken to determine downstream capacity for the optimisation of outlet configuration. The creation of these basins can provide mitigation of peak flows. Results indicate that flows can be reduced by approximately 1/3 for the critical 100 ARI event and for lower return period events, greater mitigation could be achieved.

4.5.3 Stormwater Harvesting Opportunities There is currently no stormwater harvesting occurring within the Burra Township. Harvesting opportunities are limited to Burra Creek, as inflows from other local catchments are too low to be viable or no suitable storage locations exist, prior to discharge to Burra Creek. Furthermore, the Burra Creek Catchment Assessment (AWE, 2011) identified that, although large knowledge gaps exist, Burra Creek is currently water stressed and further extractions of surface water for other demands is not practical. The existing permanent water body in Burra Creek provides an opportunity for reuse. This ornamental lake is maintained from groundwater which is discharged to Burra Creek during dry periods. Without this inflow, the creek would dry up during summer. There is the potential to harvest some of this water during winter to top up the waterbody during summer. A balancing store is required prior to discharge to the groundwater. This could be achieved by increasing the water level during winter months within the ornamental lake. This could be achieved by either raising the existing weir level, or by creating a small storage area downstream of the existing ornamental lake.

The capacity to draw from the lake and store by way of an MAR scheme may be limited by the unpredictable nature of the groundwater system around Burra. The injection rates may be limiting or the aquifer may be poorly constrained and the water injected may increase the baseflow downstream rather than providing additional water available for topping up the weir in drier summer months.

4.5.4 Stormwater Quality Within any catchment, particular activities and types of development are likely to generate higher than average pollutant loads. The following provides a broad identification of key land uses and activities that are likely to constitute higher than average pollutant sources to stormwater:

 Construction sites;

 Car parks;

 Major transport centres;

 Industrial sites; and

 Horticultural sites.

26 11105 Integrated Water Management Plan for Burra

Figure 4.6 VICTORIA WALES NEW SOUTH NEW ! ( BERRI BURRA ! ( ! ( GAWLER ! ( ! ( Burra SOUTH AUSTRALIA ! ( GOOLWA EUDUNDA PORT PIRIE ! ( Infrastructure Issues Infrastructure Metres (Scale 1:16,000 Sheet A3) ADELAIDE ! ( WATER Australian Environments for Burra and Eudunda Burra and for for Burra and Eudunda Burra and for Integrated Water Management Plan Management Water Integrated PORT AUGUSTA Integrated Water Management Plan Management Water Integrated Cadastre Basin Catchment Culvert Drainage Contours (5m interval) 1 LEGEND Data Source: Aerial Photography (2005) obtained Googlefrom Earth; Cadastre (2203) supplied Contours by (5m SA Water; Drainage and Hillshade (DWLBC) Conservation Biodiversity & Land Water, of Dept by supplied interval) Pipes, Culvert, Tanks, by DWLBC; supplied contours from (AWE) Environments Water Australian by created and field survey from by AWE created Pond and Existing Water Plant WW Treatment Damage, Erosion Gully photography. aerial

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An integrated approach is required to manage pollutants from these land uses and activities. There is currently no local data/information available with regard to the stormwater quality and the potential risk that it poses to the watercourses, groundwater resource, Water Dependent Ecosystems (WDE) and other users (e.g. potable water supplies) in the region. A risk analysis based on the existing catchment use indicates that turbidity, nutrients (e.g. nitrate) and heavy metal hazards are key water quality issues relating to the discharge of township stormwater to the receiving environments in the region. Based on the water quality objectives for ecosystem health (contained within the Environment Protection (Water Quality) Policy 2003), the concentration of pollutants entering the receiving environments could exceed the water quality objectives (principally associated with storm events). Consequently, installation of stormwater treatments measures (via WSUD, swales, detention basins etc) is recommended. Due to the relative lack of data, it is recommended that a supplementary program of analysis of stormwater quality in existing detention basins be developed and subsequently undertaken at various times throughout the year to obtain further baseline information. Opportunities identified to manage and improve stormwater quality in Burra include:

 Installation of Gross Pollutant Traps (GPTs);

 Construction of wetlands/bioretention systems;

 Education campaigns;

 Provision of guidance materials to developers (such as EPA handbook for building sites); and

 Stabilisation of channel banks in identified locations.

Recommended Actions

Develop a Stormwater Management Plan to confirm the capacity of the existing network and identify appropriate Water Sensitive Urban Design (WSUD), detention and capacity improvements;

Undertake an assessment of works required to stabilize sections of watercourse erosion identified in this plan (refer Figure 4.7)

Seal roads and provide sealed or kerbed verges and formalised drainage easements/reserves over existing water courses through private land; Investigate and design detention basins near Mevagessey Street and Penglawdd Street. Ensure any stormwater harvesting opportunities that might be implemented comply with the relevant legislation. Identify the potential locations for stormwater treatment systems through the process of developing a Stormwater Management Plan.

28 11105 Integrated Water Management Plan for Burra Regional Council of Goyder AWE

4.6 Wastewater In 2009 Council initiated a scheme of water re‐use by installing a wastewater treatment plant (WWTP) to filter and chlorinate wastewater for irrigation of the oval at the sporting complex and town reserves. The upgrade has included a new 15ML storage lagoon, filtration and disinfection plant housed in a new pump shed adjacent the lagoons, and approximately 2.3km of rising main. The previous Septic Tank Effluent Scheme (STEDS), collected effluent from 276 properties by gravity into 2 pump stations, and delivered to an effluent lagoon system south of the Burra township, for oxidation and evaporation. Council found that volumes during storm events and winter rains were exceeding the dam capacity and re‐use elsewhere was deemed necessary. It is understood the upgraded scheme has been in operation since 2010, and is still in the commissioning phase. As a result there are no monitoring data available on the performance of the scheme, and monitoring has been primarily based on visual estimates of available volumes for irrigation based on the depth of water, held in the storage lagoon. The scheme treats wastewater to Class B standard which is, subject to various quality and management conditions, suitable for surface irrigation. Treated wastewater is pumped to an existing balance storage tank located adjacent the Caravan Park, for subsequent irrigation of Burra Oval and Market Square Reserve.

This has allowed for the substitution of approximately 14ML/ a of bore water previously used for irrigation of the oval.

The upgrade of the existing STEDS was designed to accommodate existing effluent inflows and an additional 54 properties within Burra South that are currently not connected to the scheme. This equates to a design flow of approximately 161.7 kL/d, or 59ML/ a. This volume is based on an allowance of 3.5 Equivalent Population (EP) per connection, at 140 L/EPd2, and is used to determine the design capacity of the storage lagoon and treatment plant.

Actual wastewater inflow is understood to be based on a rate of 87 kL/d, which is consistant with an average water use of 140L/person and a current permanent population of Burra South, of 620 people.

Based on this current population, it is estimated that the Burra WWTP will produce approximately 19.8 ML/a of Class B water suitable for irrigation purposes. This volume has been derived from the following water balance.

2 Dept Health, Guidelines, Design Criteria and Standards for STEDS

11105 Integrated Water Management Plan for Burra 29 AWE Regional Council of Goyder

TABLE 4‐3 WASTEWATER WATER BALANCE FOR EXISTING CWMS SCHEME SERVICING SOUTH OF BURRA

Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Annual 31 28 31 30 31 30 31 31 30 31 30 31 365 Inflow to Treatment Lagoon (kL) 2691 2430 2691 2604 2691 2995 3094 3094 2995 3094 2604 2691 33674

Surface Area (m²) 7700 7700 7700 7700 7700 7700 7700 7700 7700 7700 7700 7700 Evaporation (mm) 300 289 273 139 108 60 49 94 138 190 282 328 2250 Rainfall (mm) 27 19 18 31 44 49 60 56 50 42 26 25 447 Evaporation Gain/Loss (mm) 2102 2079 1964 832 493 85 ‐85 293 678 1140 1971 2333 13883 Water Available for Irrigation (kL) 589 351 727 1772 2198 2910 3179 2802 2317 1955 633 358 19791 Treated Wastewater Available for Irrigation in 2036 (kL) ‐ No climate change factoring 23095

Wastewater inflows are based on an average daily wastewater demand of 140L/EP, with an allowance of an additional 15% made (shown in darker shading) to account for winter flows.

The water balance also includes an allowance for projected population growth of around 21% by 2036 (see Appendix B), elevating the production of wastewater to 23.1 kL/d. Although it is preferential to for the bulk of short term growth in Burra to occur in the south where there is access to the existing CWMS scheme, there are no planning impediments to rectrict developments in the north on appropriately sized allotments for septic system disposal. As it is difficult to know whether population growth in Burra is likely to occur in the south or north, the increase has been apportioned to each region for the purpose of these calculations. The extent of commercial wastewater contribution to the scheme has not been considered, and the component of growth in commercial and industrial flows may need to be factored into future planning considerations including the associated opportunity for water reuse. It is understood that an extension of the scheme to collect domestic wastewater from the Alinta processing plant was considered and rejected due to the cost to extend the infrastructure. The balance storage tank receives both treated wastewater and supplementary water from the nearby town bore when irrigation demand outstrips wastewater availability. When the tank is full, the bore water is redirected to the Burra Creek to maintain flows into the ornamental lake. It is understood that, despite the inflow of treated wastewater to the tank, it has been necessary to maintain a supply of bore water to the tank to ensure there is sufficient water to meet peak irrigation demands at the oval in summer. It may be necessary, if this is the case, to consider installation of additional storage. This may better manage the irrigation demand with available wastewater flows, and potentially remove the need for bore water. This additional storage may be within a wetland, and the wetland could also provide tertiary treatment of excess wastewater to minimise potential impact if emergency discharge to Burra Creek is required. Alternatively, upgrading the wastewater supply pumps would increase the capacity to supply peak demand. We do understand however, that the existing pumps are fed with single phase power, and this may be the limiting factor if provision of a 3 phase source is an expensive option.

30 11105 Integrated Water Management Plan for Burra Regional Council of Goyder AWE

In order to accurately determine the volume and quality of wastewater available for reuse, a water budget should be developed based on continued monitoring of the scheme outputs. This will enable Council to better understand its operation, irrigation demand and scheduling requirements, and make decisions around future extensions and upgrades.

Burra North Burra North is currently unsewered, relying on septic tank and individual soakage systems for the disposal of wastewater. Recommendations for a future wastewater strategy were provided in a report to Council undertaken by HDS Aust December 2006. A concept design for wastewater treatment was produced for Burra north, with a proposal that the potential for CWMS to serve the 211 property connections be further investigated. In particular 2 costed options including a treatment lagoon system, and AWTS methods were detailed in the report along with a proposed combination of gravity collection and pumped transfer options. The Report suggested that a proposed extension in North Burra could produce an approximately 27ML/a of additional of treated water for reuse. The Report also proposed an extension of the gravity system in South Burra to collect wastewater from the remaining 54 house properties still on septic allotment disposal systems.

The following water balance has been produced for North Burra based on a population of 358, which is the balance of the current total population of Burra of 978, less the 620 residents of Burra South. Based on this population, approximately 11.3 ML of treated wastewater would be produced each year. This volume varies from the HDS report, which assumes an EP of 2.5 for the 211 available connections.

TABLE 4‐4 WASTEWATER WATER BALANCE FOR POTENTIAL CWMS SCHEME SERVICING NORTH OF BURRA Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Annual 31 28 31 30 31 30 31 31 30 31 30 31 365 Inflow to Treatment Lagoon (kL) 1554 1403 1554 1504 1554 1729 1787 1787 1729 1787 1504 1554 19444

Surface Area (m²) 4500 4500 4500 4500 4500 4500 4500 4500 4500 4500 4500 4500

Evaporation (mm) 300 289 273 139 108 60 49 94 138 190 282 328 2250

Rainfall (mm) 27 19 18 31 44 49 60 56 50 42 26 25 447 Evaporation Gain/Loss (mm) 1229 1215 1148 486 288 50 ‐50 171 396 666 1152 1364 8114 Water Available for Irrigation (kL) 325 188 406 1018 1266 1680 1836 1616 1333 1121 352 190 11331 Treated Wastewater Available for Irrigation in 2036 (kL) ‐ No climate change factoring 14606

This scenario assumes a lagoon treatment system is provided with a nominal exposed surface area of 4500 m2. Also included in the table, is an allowance for a projected population growth in Burra North of around 21% in 2036 which would result in an increase in the production of reclaimed wastewater, to around 14.6 ML/a.

11105 Integrated Water Management Plan for Burra 31 AWE Regional Council of Goyder

An initial search of the Drillhole Enquiry Service (PIRSA) indicates that there are numerous active water supply bores in and around Burra, several shown in North Burra in locations that would suggest private use. Bores that are in close proximity to surrounding dwellings, and within 50 metres of existing septic drainage systems, can increase the risk of contamination of groundwater. For this reason, the SA Department of Health require a 50 metres minimum setback for all on‐site wastewater disposal systems from bores and watercourses. It would be recommended that the status and location of these bores be determined, and where required, ongoing testing undertaken to ensure there is no nutrient contamination of groundwater due to wastewater. It may be beneficial to consider that the provision of a CWMS in the north of Burra would also serve to manage any potential environmental risks. Funding for such a scheme could be pursued via the Local Government Association , or through public/private partnerships. Additionally, a register of septic tanks, including pump‐out and performance records should be maintained so that any soil related issues and environmental impacts can be identified. This would accompany a monitoring and testing program associated with irrigation management of wastewater and environmental management generally.

Recommended Actions

Investigate options for improved wastewater systems to service the north of the town (including a CWMS as well as onsire systems); and

Investigate additional reuse opportunities for treated wastewater (third party users), including woodlots, wetland storage, and/or other commercial opportunities such as market gardens.

4.7 Climate Change Impacts Climate change impacts on the water balance were estimated by increasing the demand from irrigated areas with higher evapotranspiration and lower rainfall. The supply is also decreased with low rainfall resulting in lower runoff and increased evaporation from open storages.

The climate change scenarios adopted as part of this IWMP was a “mid level’ drying scenario. The details of this scenario are described in Appendix B. For the purpose of assessing the impact of climate change on the water balance of Burra, climate was altered on a month by month basis within the model. A three month, rolling average climate change value for each month was used in the analysis.

32 11105 Integrated Water Management Plan for Burra Regional Council of Goyder AWE

TABLE 4‐5 MONTHLY CLIMATE CHANGE SCENARIO DATA

Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Temperature change from 0.86 0.82 0.79 0.76 0.72 0.68 0.68 0.68 0.74 0.82 0.9 0.91 current (degrees C) Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Rainfall change from current ‐0.8 2.1 0.93 ‐0.5 1.3 0.4 2.8 0.0 ‐3.0 ‐7.8 ‐9.5 ‐4.4 (%) Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Evaporation change from 2.3 3.5 3.5 3.3 2.6 1.9 1.8 1.9 1.9 1.4 0.7 1.4 current (mm)

Typically the climate change scenario results in a small change in the runoff from a catchment, typically in the order of 2‐4%. There are modest increases in irrigation demand typically around 1%, There are also small decreases in the volume supplied and reliably, around 2%.

This represents a small consistent reduction in reduction in yield. Generally the variation between years is greater than a general reduction in rainfall.

If future increases in temperature/evaporation and reductions in rainfall continue, then more extreme scenarios will have a larger effect on the operation and viability of reuse options.0

4.8 Outcomes The key existing catchment, wastewater and stormwater infrastructure and flooding issues in Burra are summarised in Figure 4‐7. Recommendations and details of implementation are detailed in Section 5.

11105 Integrated Water Management Plan for Burra 33

Figure 4.7 VICTORIA WALES NEW SOUTH NEW Burra North Burra Flooding Discharge Irrigation ! ( BERRI Irrigation Pipe Main WW Rising Reclaimed Sewer Rising Main Main Reticulation WW Water Mains - SA Water Culvert Drainage (5m interval) Contours 1 Issues Pipes BURRA ! ( ! ( GAWLER ! ( ! ( Burra SOUTH AUSTRALIA ! ( GOOLWA EUDUNDA PORT PIRIE ! ( Existing Catchment and Flooding Issues Flooding and Metres (Scale 1:16,000 Sheet A3) ADELAIDE ! ( WATER Australian Environments for Burra and Eudunda and Burra for for Burra and Eudunda and Burra for 0 200 400 600 800 Integrated Water Management Plan Management Water Integrated PORT AUGUSTA Integrated Water Management Plan Management Water Integrated WW Pump Station Tank Groundwater for Irrigation Potable Water Tank - SA Water Reclaimed Water Tank Cadastre Existing Pond Water Plant Treatment WW Gully Erosion Damage Wastewater and Stormwater InfrastructureWastewater Stormwater and " M

k k k j j j

LEGEND Data Source: Aerial Photography (2005) obtained Google from Earth; Cadastre (2203) supplied by (5m SA Contours Water; and Drainage Hillshade (DWLBC) Conservation Biodiversity & Land Water, of Dept by supplied interval) Pipes, Culvert, Tanks, DWLBC; by supplied contours from (AWE) Environments Water Australian by created and survey field from by AWE created Pond Water and Existing Plant Treatment WW Damage, Erosion Gully photography. aerial Infrastructure notes: (see RED numbers) located bores numerous but scheme STED's to acces without North Burra 1. within this region. concern. of flood area Existing 2. Creek Burra to falls which paddock to WWTP from Pumped3. discharge 4. Gully erosion within watercourse. irrigation. school and reuse Cemetery 5. 6. Monitoring use and Quality. Water Tanks and PumpingTanks Stations

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5 Implementation Plan

5.1 Overview The Implementation Plan clearly sets out the activities that Council can undertake to achieve the objectives of the IWMP. Recommended Actions/Strategic Directions have been included for both the Council sector and the Community sector (residential, industrial and commercial activities). The Plan therefore recommends that Council commit resources to improving its own organisational environmental performance, as well as implementing projects in the community sector. The implementation plan incorporates a priority system where a priority ranking is assigned to each identified action. The rankings are defined and described in Table 5‐1.

TABLE 5‐1 DESCRIPTION OF PRIORITY RANKINGS

Priority Ranking Explanation

To be undertaken as soon as practicable. Actions: . Are funded or require funding as a matter of urgency H High . Will result in multiple objectives being achieved (social, environmental and economic) To be undertaken once the high priority actions are completed or if external funds or resources are available. Actions: M Medium . Should be funded during the implementation of the plan . Will result in positive environmental outcomes and may have other benefits To be undertaken as part of normal business processes or through a minor change to process. Actions: Business BP . Can be carried out as part of existing budgets and workload Process . Will result in a change to existing services, processes or activities and will have no or marginal impact on workload

The Implementation Plan provides detail on each of the actions. Possible partnerships have been assigned to each action along with a suggested timeframe and where appropriate (and possible), an estimated budget for implementation. The implementation plan has grouped the Recommended Actions/Strategic Directions into the following:

 1‐5 year horizon, or Immediate Actions;

 5‐10 year horizon, or Intermediate Actions; and

 10‐30 year horizon or Long Term/Strategic Actions.

11105 Integrated Water Management Plan for Burra 35 AWE Regional Council of Goyder

They have also been grouped into Burra specific actions and recommended actions which are relevant to both Burra and the Council region whole. The Recommended Actions are mapped in Appendix C.

5.2 Immediate Recommended Actions Based upon the review of the current and future demands of Burra (and the community) and the opportunities with regards to the range of possible water sources to meet those demands, a range of recommended actions have been proposed in Table 5‐2 and 5‐3 for the next one to five years, which are described below.

5.2.1 Burra

5.2.1.1 Recommended Action B1: Metering and Monitoring Undertake monitoring of the wastewater and irrigation scheme to determine current and future performance requirements, and provide data on water use for future planning and water security;

5.2.1.2 Recommended Action B2: Mandate Wastewater Systems Mandate appropriate wastewater systems for future development within the township. (Development within areas that can be connected to the existing CWMS should be connected to it).

5.2.1.3 Recommended Action B3: Register of Septic Tanks Maintain a register of septic tanks, including pump‐out and performance records, so that any soil related issues and environmental impacts can be identified;

5.2.1.4 Recommended Action B4: Investigate Existing Bores Investigate the activity and status of existing bores in the township and the potential risk of effluent seepage on groundwater;

5.2.1.5 Recommended Action B4: Mandate Wastewater Systems Mandate appropriate wastewater systems for future development within the township.

5.2.1.6 Recommended Action B5: Develop a Stormwater Management Plan for Burra See Regional Recommended Action 10.

5.2.1.7 Recommended Action B6: Implement Selected Actions from Stormwater Management Plan The Stormwater Management Plan will provide directions for the implementation of priority actions to assist in the reduction of flooding in the township of Burra. Application for funding to the SMA should be undertaken to implement a range of works. Budget must also be set aside in the Council budget to undertake these works.

5.2.1.8 Recommended Action B7: Sealing and Kerbing of Roads Complete the sealing and kerbing of all roads and provide formalised drainage easements/reserves over existing water courses through private land.

36 11105 Integrated Water Management Plan for Burra Regional Council of Goyder AWE

5.2.1.9 Recommended Action B8: Detention Basins Investigate and design detention basins at Mevagessey Street and Penglawdd Street.

5.2.2 Regional The following recommended actions are not only relevant for Burra but also for the whole of the Regional Council of Goyder area.

5.2.2.1 Recommended Action R1: Discussion with Stormwater Management Authority Application may be made to the Stormwater Management Authority (SMA) for funding towards the production of Stormwater Management Plans and stormwater infrastructure works (including associated technical investigations and land acquisition). Projects must demonstrate a significant flood mitigation component as well as addressing, wherever practicable, value adding opportunities such as stormwater reuse and water quality enhancements to be eligible for funding from the Stormwater Management Fund. Discussions should be held with the appropriate officer of the SMA regarding the application process. The aims of the discussion would be gain an understanding of the priorities and willingness of the SMA to fund the Stormwater Management Plan and to clarify the practical components of the application process.

Clarification of the application process will inform the scope of works for the Stormwater Management Plan in particular the format and content of the application.

5.2.2.2 Recommended Action R2: Complete a Corporate Water Consumption Inventory / Audit In order to identify actions to reduce the water consumption in Council’s area, particularly with respect to Burra, it is important to understand how much water is used, where, by whom and how.

It is therefore recommended that an audit of the water usage at various Council properties be conducted in the first instance. An audit can range from a broad overview to a detailed study. The following steps provide an example of how an understanding can be obtained of the water usage:

 Obtain information from SA Water regarding water consumption (annual water usage data has been obtained from SA Water however quarterly data should be obtained if possible). Sudden or gradual increases in water use may indicate leakage.

 Identify equipment and practices that waste water.

 Identify the water intensive areas of the buildings to target specific areas of high consumption.

 Investigate seasonal trends in water usage. Through the audit process a range of opportunities will be identified. These water conservation and water reuse opportunities should then be prioritised and actions put in place which will help achieve water conservation objectives and targets for the Council.

5.2.2.3 Recommended Action R3: Council Website Review and Update A range of communication methods can be utilised to promote environmental sustainability, including integrated water management. Council’s website is an ideal forum to promote the work

11105 Integrated Water Management Plan for Burra 37 AWE Regional Council of Goyder

that Council is undertaking with regards to sustainable water management and also to provide information sources to residents and industries. The website can be utilised for educational purposes as discussed below. It is therefore recommended that a review of the Council website be undertaken and information included, where relevant, regarding Integrated Water Resources Management.

5.2.2.4 Recommended Action R4: Environmental Awareness Education Raising awareness is one of the most cost effective and sustainable methods to save water. Education and incentive schemes can be used to encourage the uptake of water conservation practices and technologies. There are a range of methods to engage people through education and communication – from informal learning and engaging activities (often hands‐on) to professional development and continuing education, formal education, presentations, performances, information, artwork and media. Available funds will influence the methods that are used. To be successful, programs must be tailored as different people have different understandings of water and their environment. They will also have different ways and different amounts of time and resources that they can contribute to learning about water conservation.

There are already a number of community water conservation programs run by government agencies such as SA Water, the EPA, WaterWise, WaterCare and the NRM Boards.

It is therefore recommended that environmental education awareness be commenced over the next 12 months with Council staff and elected members which will assist in achieving the other actions (and associated objectives and targets) proposed.

5.2.2.5 Recommended Action R5: Environmental Officer The Integrated Water Management Plan will set the framework and actions for sustainable water management for the long term. The IWMP should be seen as a living document that will require updating and re‐evaluating as information is gained and targets are being achieved.

It is recommended that to ensure the Plan (and its associated actions) achieve the desired outcomes, a review be undertaken to determine if a dedicated position is warranted to undertake a range of tasks, including implementation of the IWMP and / or if it may be feasible for a position to be created which is shared between a number of adjacent Council areas (e.g. Mid‐Murray, Clare and Gilbert Valleys, Peterborough, Northern Areas and Light Regional Councils).

5.2.2.6 Recommended Action R6: Establish a Maintenance Program for Stormwater Infrastructure A maintenance program should be established for the existing stormwater management system in Burra and other main towns within the Regional Council of Goyder. This management plan should consider both the formal underground system components and the known informal flow paths which have posed a problem in the past. The content of the maintenance plan should be informed by the problems experienced in the system in the past and the measures the Council has found effective in other similar locations. The maintenance plan should be mindful of the higher risk periods for large flow events based on historic experience (i.e. historic destructive rainfall events have occurred in summer months and, as

38 11105 Integrated Water Management Plan for Burra Regional Council of Goyder AWE

such, cleaning of blockages of debris etc from the stormwater system at the end of winter may be useful in addition to works prior to the wet period in winter). The maintenance plan should also consider the need for emergency maintenance and inspections in response to large rainfall events or heavy rainfall / storm warnings. This type of maintenance may include the removal of debris and sediment from key locations within the stormwater management system when blockages are increasing the residence time of floodwaters within the township. Action of this type may reduce the damage and hazard caused by pooled floodwaters after large events.

5.2.2.7 Recommended Action R7: Review of Plant Species on Council Properties Application of Water Sensitive Urban Design (WSUD) principles to landscape design aims to perform the following functions:

 Maximising the survival of plants during periods of low rainfall;

 Conserving an effective vegetation cover for WSUD measures that incorporate vegetation such as drainage needs and filter strips; and

 Enhancing biodiversity and habitat values by giving preference to locally indigenous plant species.

It is therefore recommended that a review of plant species on Council properties be undertaken to determine if landscaping practices can be improved including replanting with locally indigenous plant species to achieve the above outcomes where possible.

5.2.2.8 Recommended Action R8: Irrigation Practice Review Many environmental hazards can be concentrated in the soil, being stripped out of the water as it moves through the soil matrix. Salinisation of soils is one of the most difficult environmental consequences of irrigation to ameliorate. Thus, soil analysis is essential to verify that the soil continues to remain fit for its intended use, and that it is appropriate for sustainable land use. Soil sampling results help to ensure that detrimental changes in the soil environment are identified at an early stage, thus minimising or preventing effects on vegetation, surface and groundwater.

Through more efficient irrigation practices there is the opportunity to reduce water consumption in Burra and other towns as well as ensure the ability to irrigate in the long term (i.e. by maintaining the health of the soil structure and turf).

It is recommended that the key principles in the Irrigated Public Open Space Code of Practice (2008) be followed to ensure that irrigation in Burra and other towns is undertaken sustainably including:

 Undertake an audit of irrigation systems to ensure the system is functioning correctly;

 Implement a horticultural management and maintenance program to maintain soil structures and ensure turf has adequate nutrients;

 Determine the baseline irrigation requirement using long term average climatic data to set a monthly irrigation schedule; and

 Monitor irrigation consumption against irrigation requirements and report on irrigation efficiency and turf quality.

11105 Integrated Water Management Plan for Burra 39 AWE Regional Council of Goyder

5.2.2.9 Recommended Action R9: Water Dependent/Native Ecosystem Assessments Undertake on‐ground survey of potential sites to be impacted via IWMP recommendations to ensure water dependent ecosystems are not compromised.

5.2.2.10 Recommended Action R10: Development of a Stormwater Management Plan for Burra and other towns of the Regional Council of Goyder It is recommended that a Stormwater Management Plan be developed to ensure the management of stormwater in the future is integrated. The plan will also provide valuable guidance on onsite stormwater management requirements to be integrated into the development application process. Of particular importance is a plan for Burra, but we are aware of similar issues in other towns and economies of scale should enable plans to be prepared for a collection of towns than if they were done separately. A stormwater management plan is of particular importance in areas where residential development is expected to increase. As such, the plan should be completed after the current planning review is complete. Funding is available for completing a Stormwater Management Plan from the Stormwater Management Authority (SMA). If appropriate, application should be made to the SMA for funds to development the Stormwater Management Plan. The outcomes of the Stormwater Management Plan will provide information for further applications for funding to complete works.

The development of a Stormwater Management Plan should be informed by discussions with the SMA. The Stormwater Management Plan would be also informed by a survey of the town. The scope of the development of the Stormwater Management Plan should include:

 The content as required by the Stormwater Management Planning Guidelines (Stormwater Management Authority, 2007). It is envisaged that some of these aspects have been addressed in this Plan;

 Modelling of the catchments feeding the town, the existing stormwater network and drainage lines and any proposed upgrades or additional infrastructure. The modelling will inform detailed design, negotiations with DTEI regarding funding contributions and works, the level of risk and magnitude of the hazard posed under the existing conditions and proposed designs for problem areas;

 Detailed design including drawings for any additional infrastructure, including road alignment changes, detention basins, treatment devices and expansion of the existing stormwater network;

 Detailed costing of the proposed works. The presentation of the costing information should be consistent with the requirements of the SMA for further funding applications;

 Consultation with landholders regarding the construction, maintenance and access to stormwater management devices on private land;

 Recommendations on the prioritisation of infrastructure works and further planning related tasks;

40 11105 Integrated Water Management Plan for Burra Regional Council of Goyder AWE

 Recommendations for policies for new development areas including on site stormwater management, identification of areas or land parcels that are well placed to be used for future stormwater management; and

 Consideration of the magnitude and location of increases in development.

5.2.2.11 Recommended Action R11: Investigate Rainwater Tank Storage Increase Council consider increasing the storage volumes of rainwater tanks required to be provided as part of new legislation and / or Development Plan provisions, especially with regard to commercial, industrial and larger scale residential developments.

5.2.2.12 Recommended Action R12: Investigate Additional Rainwater Tank Rebates Council investigate opportunities to encourage installation of rainwater tanks through additional rebates and education of the benefits.

5.2.2.13 Recommended Action R13: Investigate Installation and Plumbing of Rainwater Tanks into Council Properties Council review where rainwater tanks can be installed on Council properties and / or opportunities for tanks to be plumbed into Council buildings, where this is not already done.

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TABLE 5‐2 IMMEDIATE IWMP RECOMMENDED ACTIONS FOR THE NEXT 1‐5 YEARS: BURRA

Action Action Description Priority Contributes to Potential Partnerships Estimated Costing Timeframe & Number Objective: Process

Monitoring of wastewater SA MDB NRM Board, EPA, B1 H 1, 2, 3, 4, 6, 7, 8, 9 $5,000 2012 and irrigation scheme DoH

Mandate Wastewater SA MDB NRM Board, EPA, B2 M 1, 2, 3, 4, 6, 7, 8, 9 N/A 2012 Systems DoH

B3 Septic tank register H 1, 2, 4, 6, 7, 8, 9 DoH, EPA $5,000 2012

DoH, EPA, DfW, SA MDB B4 Existing bore identification M 1, 2, 4, 4, 7, 8, 9 $5,000 2015 NRM Board

Develop a Stormwater SMA, LGA, SA MDB NRM B5 H 1, 2, 3, 4, 5, 6, 9 See Table 5‐3 2012 Management Plan for Burra Board

Implement Selected Actions SMA, LGA, SA MDB NRM B6 from Stormwater H 1, 2, 3, 4, 5, 6, 9 TBD 2012/13 Board Management Plan

Sealing and Kerbing of SMA, LGA, SA MDB NRM B7 M 1, 2, 3, 4, 5, 9 $100,000 2012 ‐ 2015 Roads Board

SMA, LGA, SA MDB NRM B8 Detention Basins M 1, 2, 3, 4, 5, 6, 7, 8, 9 $400,000 2016 Board

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TABLE 5‐3 IMMEDIATE IWMP RECOMMENDED ACTIONS FOR THE NEXT 1‐5 YEARS: REGIONAL

Action Action Description Priority Contributes to Potential Partnerships Estimated Costing Timeframe & Number Objective: Process

Discussion with Stormwater R1 H 2, 4, 7 N/A Internal 2012 Management Authority

Complete a Corporate R2 Water Consumption M 6 N/A To Be Determined 2011/12 Inventory / Audit

Council Website Review and R3 M 2, 3, 4, 6, 7, 8, 9 Community TBD 2011/12 Update

Mid‐Murray, Clare and Gilbert Valleys, Environmental Awareness Northern Areas, R4 H 6, 7, 8, 9 TBD 2012 Education Peterborough, Light LG’s; SA MDB NRM Board; NYNRMB

Mid‐Murray, Clare and Gilbert Valleys, Northern Areas, R5 Environmental Officer H 6, 7, 8, 9 TBD 2012 Peterborough, Light LG’s; SA MDB NRM Board; NYNRMB

Establish a Maintenance R6 H 2, 3, 4, 5, 6, 9 SA MDB NRM Board, Internal 2014 Program for Stormwater

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Action Action Description Priority Contributes to Potential Partnerships Estimated Costing Timeframe & Number Objective: Process

Infrastructure EPA

Review of Plant Species on DENR, SA MDB NRM R7 H 3, 6, 8 $20,000 2014 Council Properties Board

R8 Irrigation Practice Review H 1, 2, 3, 4, 6, 7, 8, 9 SA MDB NRM Board $10,000 2011/12

Water Dependent/Native DENR, SA MDB NRM R9 H 2, 6 $30,000 2013 Ecosystem Assessments Board

Development of a Stormwater Management SMA, LGA, SA MDB NRM R10 H 1, 2, 3, 4, 5, 6, 9 $150,000 2011/12 Plan for Regional Council of Board Goyder towns

Investigate Rainwater Tank R11 M 1, 2, 3, 4, 5, 6 SA MDB NRM Board Internal 2012 Storage Increase

Investigate Additional R12 BP 1, 2, 3, 4, 5, 6 SA MDB NRM Board Internal 2013/14 Rainwater Tank Rebates

Investigate Installation and Plumbing of Rainwater SA MDB NRM Board, DoH, R13 M 1, 2, 3, 4, 5, 6 Internal 2012 Tanks into Council EPA Properties

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5.3 Intermediate Actions Based upon the review of the current and future demands of Burra (and the community) and the opportunities with regards to the range of possible water sources to meet those demands, a range of actions have been proposed in Table 5‐4 to 5‐5 for the next five to ten years. A number of these actions are described below.

5.3.1 Burra

5.3.1.1 Recommended Action B9: Installation of Detention Basins Install detention basins by Mevagessey Street and Penglawdd Street.

5.3.1.2 Recommended Action B10: Longer Term Stormwater Management Plan Implementation In addition to high priority actions from the SMP process, there will be a range of longer term opportunities highlighted, possibly in addition to those flagged herein. Council should progressively address these opportunities.

5.3.1.3 Recommended Action B11: CWMS Business Case for Burra North Review the business case and the health and environmental benefits from implementation of a CWMS for north of Burra or alternative treatment systems to septic tanks.

5.3.2 Regional

5.3.2.1 Recommended Action R15: Incorporate Integrated Water Management Objectives in Council Strategic Plan Goyder Regional Council Strategic Management Plan provides the overarching planning framework, vision, goals and future directions to guide Council’s priorities, project and investment. The purpose of the Strategic Management Plan is to provide for the management of the Council area.

The Strategic Management Plan contains a number of references to environmental sustainability and water management, however, it is recommended that when the Strategic Management Plan is reviewed, that the objectives of the IWMP are taken into account and that water management principles are incorporated in the plan.

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TABLE 5‐4 INTERMEDIATE IWMP RECOMMENDED ACTIONS FOR THE NEXT 5‐10 YEARS: BURRA

Action Action Description Priority Contributes to Potential Partnerships Estimated Costing Timeframe & Number Objective: Process

Installation of Detention LGA, SMA, SA MDB NRM B9 M 1, 2, 3, 4, 5, 9 $150,000 2020 Basins Board

Longer Term Stormwater SMA, LGA, SA MDB NRM B10 Management Plan M 1, 2, 3, 4, 5, 6, 9 TBD 2016/20 Board Implementation

Review alternatives for improved wastewater DoH, EPA, SA MDB NRM B11 M 1, 2, 3, 4, 6 $20,000 2015 management for Burra Board North

TABLE 5‐5 INTERMEDIATE IWMP RECOMMENDED ACTIONS FOR THE NEXT 5‐10 YEARS: REGIONAL

Action Action Description Priority Contributes to Potential Partnerships Estimated Costing Timeframe & Number Objective: Process

Incorporate Integrated Water Management R15 H 1, 2, 3, 4, 5, 6, 7, 8, 9 Internal 2015 Objectives in Council Strategic Plan

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5.4 Strategic and Long Term Actions Based upon the review of the current and future demands of Burra (and the community) and the opportunities with regards to the range of possible water sources to meet those demands, a range of actions have been proposed in Table 5‐6 for the next ten to thirty years.

5.4.1 Burra

5.4.1.1 Recommended Action B9: Installation of a CWMS Install a CWMS for the township in the long term and reuse the treated effluent for irrigation.

5.4.2 Regional

5.4.2.1 Recommended Action R15: Ensure that reliance on the River Murray is reduced through undertaking actions in this plan and reviewing and updating plan

5.4.2.2 Recommended Action R16: Support and encourage community based groups regarding environment protection and conservation

5.4.2.3 Recommended Action R17: Develop appropriate locations across the Council area as water management demonstration sites

5.4.2.4 Recommended Action R18: Regularly review development principles for environmental sustainability and provide clear information for developers on environmental design criteria

5.4.2.5 Recommended Action R19: Ensure the exchange of environmental ideas and information across Local Government

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TABLE 5‐6 STRATEGIC AND LONG TERM IWMP RECOMMENDED ACTIONS FOR THE NEXT 10‐30 YEARS: BURRA

Action Action Description Priority Contributes to Potential Partnerships Estimated Costing Timeframe & Number Objective: Process

Installation of alternative DoH, EPA, SA MDB NRM B12 wastewater treatment for M 1, 2, 3, 4, 6 $800,000 2020 Board Burra North

TABLE 5‐7 STRATEGIC AND LONG TERM IWMP RECOMMENDED ACTIONS FOR THE NEXT 10‐30 YEARS: REGIONAL

Action Action Description Priority Contributes to Potential Partnerships Estimated Costing Timeframe & Number Objective: Process

Reduce reliance on the River R15 H 1, 2, 3, 4, 6, 7, 8, 9 Ongoing Murray

Community Environmental R16 H 8 Internal Ongoing Participation

R17 Water Demonstration Sites M 7, 8 SA MDB NRM Board TBD 2020

R18 Review Development Principles BP 6 Internal Ongoing

Mid‐Murray, Clare and Gilbert Valleys, LG Environmental Ideas Northern Areas, R19 M 6 Ongoing Exchange Peterborough, Light LG’s; SA MDB NRM Board; NYNRMB

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5.5 Monitoring and Review Monitoring and evaluation of the IWMP establishes an approach for continuous improvement in the planning, implementation and regular review of the Plan. Monitoring and evaluation processes will ensure that the Plan is adapted or modified in light of experience and new knowledge so that it continues to meet the needs of the Council, the community, governments and other stakeholders into the future. Monitoring, evaluation and reporting activities are specifically designed to help:

 Decide if the Plan and its priorities, targets and actions need to be changed, and where attention should be focused;

 Support the use of an adaptive management approach planning to ensure continuous improvement based on new knowledge and experiences;

 Determine who will be accountable for achieving, monitoring, evaluating and reporting outcomes; and

 Establish regular reporting systems for accountability to any investors including State and Australian governments.

Water management planning is a dynamic process and will not end with the completion of the plan. There is a clear need to establish mechanisms to:

 Develop appropriate monitoring programs;

 Set further targets;

 Monitor progress and changes in Burra;

 Monitor key environmental, social and economic indicators;

 Identify new and emerging issues;

 Monitor implementation of the plan outcomes; and

 Monitor the effectiveness of the strategies proposed in the plan.

Different components of monitoring, evaluation and reporting activities include:

 Plan monitoring – assessment of progress of project investments and other related activity outputs against significant milestones and management action targets;

 Outcomes monitoring – overall assessment of progress towards effecting change in the region’s resource condition targets;

 Adaptive management evaluation – comprehensive evaluation and review of progress and effectiveness of the Plan and its implementation towards improving management processes and decision making that provides feedback for modifying and improving Plan targets, investments and actions; and

 Accountability evaluation – assessment of the overall achievements of the plan towards set goals (that is, in terms of progress towards improving natural resource condition and improving regional capacity in the longer term) for the investment received.

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Each of these core components has a different focus, time frame and reporting requirement. Importantly, they provide the basis for structuring a range of monitoring and evaluation activities and identifying responsibilities for the strategy to operate. Because of the differences between the core components, however, each requires different management structures and processes and reporting requirements. Therefore, in order to facilitate effective implementation of the Plan, an efficient coordination system to guide, monitor and assist implementation activities is required. In addition, the implementation process should, wherever possible, make use of existing administrative structures and frameworks and avoid duplication of process. As a starting point, a series of measures for each IWMP objective (refer Section 3) have been developed to enable Council to identify if it is making progress towards the achievement of those objectives. In the first instance Council should ensure it has the necessary systems in place to be able to report against these measures. This plan adopts the adaptive management cycle of Plan – Do – Monitor – Evaluate. Therefore it is recommended that continual review of the Plan is undertaken and that a comprehensive review of this plan should be undertaken in 2015.

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6 Funding Opportunities A wide range of grants and other funding opportunities are available from government agencies, corporate bodies and non‐government organisations. There are a number of funding opportunities to assist the Council undertake the actions recommended above including:

 Strengthening Basin Communities – Water Saving Initiatives;

 South Australian Murray Darling Basin NRM Board; and

 Stormwater Management Authority. Each of these is discussed below. It should also be noted that to assist Councils and the community to identify the range of grant options available from Commonwealth, State, Local Government and private organisations, the Local Government Research and Development Scheme funded a project with the SA Office of Regional Affairs to establish an online search facility which is updated by all three spheres of government and other organisations online.

6.1 Strengthening Basin Communities – Water Saving Initiatives Future Federal Government funding under the Strengthening Basin Communities – Water Saving Initiatives Component will be available (on a competitive basis) to Murray‐Darling Basin Councils in accordance with an IWMP for the relevant township.

6.2 South Australian Murray Darling Basin NRM Board There are a number of opportunities for obtaining funding support for NRM activities by the NRM Board including Community Grants. Information can be obtained from the NRM Board.

6.3 Stormwater Harvesting and Reuse Projects ‐ Third Competitive Grants Round The Australian Government is calling for applications for funding to support eligible stormwater harvesting and reuse projects under the National Urban Water and Desalination Plan: stormwater harvesting and reuse grants round. Projects are sought that capture, treat and use stormwater to ease the pressure on drinking water supplies and deliver improved water quality to our urban waterways.

6.4 Regional Development Australia The Australian Government Department for Regional Australia, Regional Development and Local Government provides a range of regional funding programs, including:

 Regional Development Australia Fund ‐ a national program to support Australia’s regions and enhance the economic development and liveability of their communities. It is understood that Round 2 of the RDAF program will be open to applicants in November 2011.

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 Community Infrastructure Grants Program – funding construction and upgrade of local sport, recreation and community infrastructure identified by communities as priority investments for their region Additional information is available at : http://www.regional.gov.au/regional/programs/index.aspx.

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7 References

Deane, D, Graves, C, Magarey, PD & Phipps, L (2006). Preliminary assessment of the impacts of water resource development on Burra Creek catchment, DWLBC Report 2008/01, Department of Water, Land and Biodiversity Conservation, Adelaide. Environment Protection Authority (2003) South Australian Environment Protection (Water Quality) Policy Hemisphere Design (2008) Burra Creek Planning Study, Final Report. Unpublished report prepared by Hemisphere Design for the Regional Council of Goyder. Moise, D. and Milne, T. (eds) (2010). A Biological Survey of Permanent Water Sites within the South Australian Murray Darling Basin Rangelands. Nature Conservation Society of South Australia, Adelaide. Natural Resources Management Ministerial Council, Environment Ptotection and Heritage Council, Australian Health Minister’s Conference (2006, 2008a, 2008b) Australian Guidelines for Water Recycling – Managing Health and Environmental Risks

Officers of the South Australian Health Commission, the South Australian Water Corporation, Department of Primary Industries South Australia, Environment Protection Authority, Local Government Associationa and United Water (1999) South Australian Reclaimed Water Guidelines (1999)

Regional Council of Goyder (2004) Regional Council of Goyder Strategic Directions Report

Regional Council of Goyder (February 2011) Development Plan

Sustainable Focus (January 2011) Draft Climate Change and Natural Resources Management Plan

Tonkin Consulting (2005) Water Supply Investigation

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Appendix A : Federal, State and Regional Legislative Framework

Regional Council of Goyder AWE

Overview

South Australia’s legislative framework provides a number of tools to address water management ranging from state‐wide legislation to regional and local policy. One of the key mechanisms for achieving the desired outcomes of integrated water management is to ensure that the objectives of the Plan meet and contribute to other State and National Natural Resources Management policies and strategies. These strategies therefore assist in the implementation of the desired water management outcomes in the township of Burra. A brief summary of each document is provided to highlight interrelationships between the administrative systems/agencies and legislative/policy documents. A literature review was undertaken which provided a broad understanding of the associated Federal and State legislation and policy context as well as State, regional and local plans and strategies. Several of the key documents reviewed include:

 South Australian Government, Water for Good.

 Strategic growth plans for the region from State, Council and Regional Development Australia.

 SA Murray‐Darling Natural Resources Management Plan and Water Allocation Plan.

 The National Water Quality Management Strategy and accompanying guidelines.

 Australian Government, Water or the Future Program.

In addition to the above sources of relevant legislation and policy, background information was also sought on the existing infrastructure, relevant water management plans and spatial constraints that would be relevant in developing a viable water management strategy for the Regional Council of Goyder with a particular focus on stormwater and wastewater. Legislative and Policy Framework

The following table (Table 1) summarises the legislative and administrative framework related to the Burra IWMP:

TABLE 1 LEGISLATIVE, POLICY AND ADMINISTRATIVE FRAMEWORK

National South Australian South Australian South Australian South Australian Regional Council legislation, legislation and Strategies, Plans Policies, relevant of Goyder Plans strategies, policies regulations Guidelines and Authorities, and Policies and plans and Codes organisations Authorities

Water Act 2007 Development Act South Australia’s SA Stormwater Regional Council Goyder Council 1993 Strategic Plan, Pollution of Goyder Development 2007 Prevention Plan Codes of Practice

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Water Regulations Environment Water for Good Building Code of Environment Regional Council 2008 Protection Act, Australia Protection of Goyder 1993 Authority Strategic Management Plan Water for the Local Government State Water Plan Water Sensitive Department for Regional Council Future Act 1999 2000 Urban Design Water of Goyder Guidelines Infrastructure and Asset Management Plan National Water Natural Resources Strategic Environment Department of Commission Management Act Infrastructure Protection Health 2004 Plan for South (Water Quality) Australia, 2005 Policy 2003 Environment State Water Plan State Natural South Australian SA Murray‐ Protection and 2000 Resources Reclaimed Water Darling Basin Biodiversity Management Guidelines Natural Resource Conservation Act Plan, 2006‐2011 (treated Management 1999 effluent), April Board 1999 National River Murray Act SA Murray‐ South Australian Stormwater Environment 2003 Darling Basin Code of Practice Management Protection Natural Resource for Aquifer Authority Council’s National Management Storage and Water Recycling Plan 2009‐2019 Recovery (2004) Guidelines Environment Natural Resources Water Allocation Water Licences SA Water Protection and Management Plans Heritage Council Regulations (prescribed areas) Australian Health Public and River Murray Public and Ministers Environmental Prescribed Water Environmental Conference Health Act, 1987 Course Water Health Council Allocation Plan National South Australian South Australian South Australian South Australian Regional Council legislation, legislation and Strategies, Plans Policies, relevant of Goyder Plans strategies, policies regulations Guidelines and Authorities, and Policies and plans and Codes organisations Authorities

National Strategy Public and South Australia’s Department for for Ecologically Environmental Greenhouse Environment and Sustainable Health Council Strategy 2007‐ Natural Resources Development, 2020 1992 Murray–Darling Public and Local Basin Authority Environmental Government (Waste Control) Association Regulations 1995 Climate Change Strategy 2008 – 2012

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Murray–Darling Water Resources South Australia’s Basin Plan Act 1997 Living Coast Strategy

Murray‐Darling Local Government Local Association (Stormwater Government Management) Association Amendment Act Mutual Liability 2007 Scheme National Water Waterworks Act, Climate Change Quality 1932 Risk Management Management and Adaptation Strategy Program Natural Resource Sewerage Act, Management 1929 Ministerial Council National Climate Change Groundwater and Greenhouse Action Plan, 2007 Emissions Reduction Act, 2007 Water CampaignTM Milestone Framework Bureau of Meteorology Regional Development Australia

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Appendix B : Council’s Strategic Planning Framework: Development Planning and Climate Change

Regional Council of Goyder AWE

Council’s Strategic Planning Framework: Development Planning and Climate Change

Regional Council of Goyder Plans and Policies

The Regional Council of Goyder has a number of strategic documents which guide the development of integrated water management plans in the region, including:

 Regional Council of Goyder Development Plan;

 Regional Council of Goyder Strategic Directions Report;

 Regional Council of Goyder Infrastructure and Asset Management Plan;

 Regional Council of Goyder Long Term Financial Plan

 Water Supply Investigation (2005) Tonkin Consulting

 Draft Climate Change and Natural Resources Management Plan (January 2011) Sustainable Focus.

These are briefly discussed below. Regional Council of Goyder Development Plan

A Development Plan is required for each Council area in accordance with the Development Act 1993. Development Plans provide the detailed zones, maps and policies against which development applications are assessed. Council’s Development Plan provides the major control over development in the Regional Council of Goyder, including Burra and Eudunda. Current Development Plan Policy

Development Plans are regularly amended to reflect updated local council or State Government policy (particularly the State Government Planning Strategy); to introduce changes to zoning; and/or to implement a new vision for the future development of a particular zone or area.

The Goyder Council Development Plan was consolidated on 17 February 2011, in accordance to the Development Act 1993.

The Development Plan was converted to the Better Development Plan format, via the Better Development Plan DPA in 2007. Council has advised that they have no current Development Plan Amendments in the system, apart from the Integrated Water Management Regional Development Plan Amendment. The Development Act 1993 also provides for the listing of State and Local heritage places within the Development Plan. Of significance, the Town of Burra is included as a State Heritage Place, and there are 75 State Heritage listed properties in Burra, and 1 State Heritage Listed property in Eudunda. The Goyder Council Development Plan includes relevant policies relating to water management in the General Section and within specific zones. Relevant policies are listed below; the zoning map for each township is included in Appendix A.

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Relevant Policies The following subsections from the General Section of the Development Plan include Objectives and Principles of Development Control relating to water management: Animal Keeping Objectives: 1 Principles of Development Control: 1, 2, 3, 4, 6‐12, 16

Forestry Principles of Development Control: 3

Industrial Principles of Development Control: 10, 11 Infrastructure Objectives: 1, 2, 3, 4, 5

Principles of Development Control: 1 (b, c and e), 4, 5, 6,7

Hazards Objectives: 1, 2

Principles of Development Control: 4, 5, 13, 16, 17

Landscaping Principles of Development Control: 1, 3

Land Division Objectives: 1, 3

Principles of Development Control: 1 (a, b, c), 2 (e), 5 (g), 7 (b), 9, 10, 11, 12, 13(e)

Mineral Extraction Principles of Development Control: 4, 6

Natural Resources Objectives: 1, 2, 3, 4, 5, (a‐e), 6 Principles of Development Control: 1, 2, 3, 5, 6, 7, 8 (9&10?), 11 (a‐i), 12, 13, 14 (a‐c), 15 (a‐e), 16 (a‐g), 18, 19, 20, 21, 22, 23, 24, 25, 26 (a & b), 29. Open Space and Recreation Principles of Development Control: 2 (c) (e), 3, 8, 13 Residential Principles of Development Control: 14 (d)

Sloping Land

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Objectives: 1 Principles of Development Control: 2, 5, 6

Waste Objectives: 2 Principles of Development Control 1, 2, 3, 4, 5, 6 (c and e), 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19.

Other Relevant Policies:

 The Residential Zone policies provide for allotments of a minimum of 1000m2 for detached dwellings, 600 m2 for semi‐detached, 500 m2 for group dwellings and 400 m2 for row dwellings. The Rural Living Zone provides for allotments within the Rural Living Zone of a minimum of 1 Ha.

 Both Burra and Eudunda townships are surrounded by the Primary Production Zone, which provides for a minimum of 100Ha allotments.

 Table Go/1 sets out the Design Guidelines for the Burra State Heritage Area and has a section of relevance to water infrastructure:

“3. Fences and Gardens

Component/Aspect/Issue: Guidelines for Development:

3.6 Public Infrastructure Stone kerbs, watertables and other items of public infrastructure that form part of the significance of the State Heritage Area should be retained and repaired.”

 “Waste reception, storage, treatment or disposal” is listed as non‐complying in the following zones:

o Bulk Handling Zone

o District Town Centre Zone

o Historic Mining Zone o Open Space Zone

o Recreation Zone o Residential Zone o Rural Living Zone o Town Centre Zone o Primary Production Zone (only in defined Policy Areas: Township Fringe Policy Area 1 and Enterprise Policy Area 2) This is relevant to any future management of wastewater within the township. Other Development Plan considerations:

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 The Development Plan does not include Floodplain Mapping, and Council has required some applicants to obtain independent flood investigations to inform the assessment of their application for developments in proximity to Burra Creek.  Council receives enquiries regarding rural living land division; however land division creating allotments of less than 100 Ha are non‐complying in the Primary Production Zone which surrounds both townships.

Proposed changes to the Goyder Council Development Plan A Development Plan may be amended by a Development Plan Amendment (DPA). A DPA is currently in progress across the Local Government Areas within the SA Murray Darling Basin Natural Resources Management Board area with a focus on Integrated Water Management. A Statement of Intent was prepared in December 2010 and is pending Ministerial authorisation. The DPA is proposing the preparation of integrated water resources management policies across the eleven consortium Councils to ensure that future growth of these regional areas and their surrounds are sustainable in terms of both water quality and quantity, under predicted future climatic conditions. Due to the early stage of this DPA, the exact nature of any proposed changes are not yet available, however the project is anticipated to include the development of an Integrated Water Management Development Plan policy module, to provide model policy that will ensure future town growth is undertaken in accordance with a relevant IWMP. Regional Council of Goyder Strategic Directions Report

Councils under Section 30 of the Development Act 1993 must prepare a Strategic Directions Report (Section 30 Review) every 5 years, or within 12 months of any alteration to the State Planning Strategy.

The Regional Council of Goyder prepared a Strategic Directions Report on 3 February 2004. This report produced 50 recommendations under the headings of:‐

 Economic Activity;

 Infrastructure;

 Environment and Resources;

 People, Towns and Housing;

 Regional Settlements;

 Development Plan Format; and

 Water Resources. The next Strategic Directions Report is scheduled for 2012. Regional Council of Goyder Infrastructure and Asset Management Plan

Under Section 122 of the Local Government Act 1999, Councils must develop and adopt Infrastructure and Asset Management Plans covering a period of at least 10 years. Councils in South Australia are the custodians of infrastructure and assets on behalf of their communities. They have an obligation to ensure that current assets are managed efficiently and

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effectively and that decisions regarding the acquisition of new assets, the sale of current assets and the maintenance of current assets are undertaken in an open and transparent fashion. Council has adopted a series of Plans as required by the Act, incorporating the following key elements:‐

 Road Infrastructure

 Building Infrastructure

o Core Activities o Core Community o Council Heritage and Self‐funded Buildings o Non Council Recreation o Non Core Council Activities

 Plant and Equipment Regional Council of Goyder Long Term Financial Management Plan

All councils are required to adopt Long Term Financial Management Plans covering a period of at least 10 years.

The Regional Council of Goyder adopted their 10 year Long Term Financial Management Plan, incorporating their Infrastructure and Asset Management Plan, in June 2010. Water Supply Investigation, 2005

The Central Local Government Region of South Australia (CLGRSA), which consists of 15 member councils including the Regional Council of Goyder, engaged Tonkin Consulting to undertake a review of water supply systems within the region.

The purpose of this review was to provide recommendations on future water supply issues for the region, and to inform the development of a 5, 10 and 20 year capital works program.

As a result of this project it was agreed that in order to facilitate economic development across the region, a more consistent funding methodology was needed to support water supply projects.

A number of alternative models were presented in this report, with Council, the Regional Development Board and the Natural Resources Management Board Staff agreeing on a preferred model.

Draft Climate Change and Natural Resources Management Plan (January 2011), Sustainable Focus

A Climate Change and Natural Resources Management Plan was prepared for the Regional Council of Goyder, with a view of including it in Council’s Strategic Management Plan. The report provides information about climate change, describes some of the issues that will be faced by people and the natural environment in the Goyder region. The Plan seeks to achieve the following outcomes:‐

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 Council has improved capacity to manage NRM and climate change issues;

 Communities are knowledgeable and actively engaged in NRM and climate change mitigation and adaptation;

 Council minimises its use of energy and water;

 Council activities protect and enhance natural resources;

 Water resources across the region are managed sustainably; and

 Environmental assets of the region are protected.

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Future Township Growth

The extent of land subject to future growth is limited within the study area, however potential growth scenarios for Burra are described below. It is also recognised that there is mining potential within the region of the Burra catchment, as noted in the project brief. Burra

Burra is not anticipated to experience significant growth, either outside or inside existing township/settlement boundaries. The growth scenario was determined by considering the following inputs:

 The Project Brief;

 Discussions with Council staff;

 Review of available Census data for the townships, and population projections for the region; and

 Review of existing Development Plan.

Population

Current Population

Burra comprises two Census Collector Districts: 4030604 and 4030605, and in the 2006 Census there were 978 persons usually resident in Burra. Of this population, 15.5% were children aged between 0‐14 years and 36.6% were persons aged 55 years and older. This is a decrease of 38 persons since the 2001 Census. The median age of persons in Burra in 2006 was 46 years, compared with 37 years for persons in Australia.

Projected Population Growth Using a base population of 978 persons in 2006, it is projected that the population of Burra will be 1185 in 2036, which represents an increase of 207 people.

This projection has been developed by applying the percentage increase in population for the Yorke and Lower North Statistical Division to the 2006 population of Burra at 5‐yearly intervals. (Source: Population Projections for South Australia and Statistical Division, 2006‐36 (Medium Series), December 2010 release (Department of Planning and Local Government, Government of South Australia 2010). Dwellings In 2006 there were 443 occupied private dwellings counted in Burra (528 total including unoccupied), 92.3% were separate houses, 3.8% were semi‐detached or similar, there were no flats or apartments, and 3.8% were other dwellings. This represented an increase in 29 occupied dwellings, and an increase of 32 total dwellings (including unoccupied) since the 2001 Census. (Reference: 2006 Census QuickStats: Burra (State Suburb), Australian Bureau of Statistics, and 2001 Census QuickStats: Burra (Urban Centre/Locality), Australian Bureau of Statistics). Council indicates that there were approximately 12 new dwellings constructed in Burra between 2006 and 2011.

Growth Areas

The following is an overview of residential and rural living land supply and demand and potential areas for residential and rural living development.

RESIDENTIAL LAND SUPPLY AND DEMAND The collector districts recorded an increase in 32 new dwellings between the 2006 and 2001 census. Furthermore, Council records suggest that 12 new dwelling approvals have occurred since 2006.

The current Development Plan (Consolidated 17 February 2011) provides for allotments within the Residential Zone of a minimum of 1000 m2 for detached dwellings, 600 m2 for semi‐detached, 500 m2 for group dwellings and 400 m2 for row dwellings.

As previously noted, the Development Act 1993 provides for the listing of State and Local heritage places within the Development Plan. Of significance, the Town of Burra itself is included as a State Heritage Place, and there are 75 State Heritage listed properties in Burra. RURAL LIVING SUPPLY AND DEMAND There is currently a small rural living area to the south‐east of Burra which is substantially undeveloped. There is some demand for rural living allotments, as Council receives a number of enquiries each year for rural living‐type land division.

The current Development Plan (Consolidated 17 February 2011) provides for allotments within the Rural Living Zone of a minimum of 1 Ha. There is generally no opportunity for similar sized allotments in the Primary Production zone, which has a 100 Ha minimum allotment size, although there is an opportunity for smaller allotments in this Zone through boundary realignments.

INFRASTRUCTURE

Infrastructure associated with residential and rural living development in Burra is discussed in the separate AWE Report “Preliminary Engineering Analysis”.

POTENTIAL DEVELOPMENT CONSTRAINTS

The Development Act 1993 provides for the listing of State and Local heritage places within the Development Plan. Of significance, the Town of Burra is included as a State Heritage Place, and there are 75 State Heritage listed properties in Burra.

The township is surrounded by the Primary Production Zone which has a minimum allotment size of 100Ha. Climate Change Scenarios

This section outlines the agreed approach to incorporating climate change scenarios for the development of the IWMP. Background information is provided from the following two sources:

 “Water Availability in the Murray – A Report to the Australian Government from the CSIRO Murray‐Darling Basin Sustainable Yields Project” (July, 2008), and

 “Planning Component Consultancy SBC033A.1/2 Climate Change impact assessment, adaptation and emerging opportunities for the SA Murray Darling region” Outcomes from the “Planning Component Consultancy SBC033A.1/2 Climate Change impact assessment, adaptation and emerging opportunities for the SA Murray Darling region” project are summarised here and provide the basis for incorporation of climate change scenarios into this project.

Overview of “Water Availability in the Murray”

CSIRO has developed climate change predictions within “Water Availability in the Murray – A Report to the Australian Government from the CSIRO Murray‐Darling Basin Sustainable Yields Project” (July, 2008). An overview of the approach to that report and key findings are provided here. A copy of the summary report of the “Water Availability in the Murray” document is included in Appendix B. “The assessments of current and potential future water availability have been undertaken by considering four scenarios of historical, recent and future climate and current and future development. All scenarios are defined by daily time series of climate variables based on different scaling of the 1895 – 2006 climate. The first scenario is for historical climate and current development and is used as a baseline against which other scenarios are compared. The second scenario is for recent climate and current development and is intended as a basis for assessing future water availability should the climate in the future prove to be to be similar to that of the last ten years. The third scenario is for future climate and current development and evaluates three global warming scenarios using 15 global climate models to provide a spectrum of possible climates for 2030. From this spectrum three variants are reported: a median or best estimate, a wet variant and a dry variant.

The fourth scenario is for future climate and future development and considers the effects of both a 2030 climate and the expansions in farm dams and commercial plantation forestry expected under current policy, and the changes in groundwater extractions anticipated under existing groundwater plans.

All scenarios assume current water sharing arrangements and do not attempt to include possible management responses to changes in climate, water availability or development.” (CSIRO, July 2008, p2).

Murray Region The Murray Region used for the “Water Availability in the Murray” study represents 19.5% of the total area of the Murray Darling Basin. It is based around the Murray River and the Lower below Menindee and extends to the Southern Ocean.

The population of the region is 309,000, which is mainly in the centres of Albury‐Wodonga, Echuca, Swan Hill, Mildura, Renmark, Murray Bridge and Goolwa. The Murray Region receives inflows from the following regions:

 Barwon‐Darling

 Murrumbidgee

 Ovens

 Goulburn‐Broken

 Campaspe

 Loddon‐Avoca

It should be noted that the results of this study are primarily for the region as defined above. However, in places the findings relate to hydrologic assessments aggregated through the entire

connected river system of the MDB because this region is strongly affected by inflows from upstream regions. Dryland pasture for livestock grazing (60.5 percent) is the dominant land use in the Murray region. Native vegetation is around 22 percent, dryland crops comprise 6.9 percent, while irrigated crops comprise 2.6 percent of land use. “The region uses over 36 percent of the surface water diverted for irrigation and urban use in the MDB and around 14 percent of groundwater used in the MDB.” (CSIRO, July 2008, p.3) Key Findings

The following is a summary of key findings taken from the CSIRO report; please refer to Appendix B for additional detail of the findings for each of the four scenarios. Historical Climate and Current Development

“Average surface water availability for the MDB aggregated to Wentworth under the historical climate is 14,493 GL/year. For the Murray region, average surface water availability is 11,162 GL/year. Under current development, surface water use across the MDB aggregated to Wentworth (including downstream use) is extremely high with 56 percent of the average available water used. Average surface water use within the Murray region aggregated to Wentworth is 4045 GL/year or a high 36 percent of the average surface water available in the region. Current groundwater use within the region is about 233 GL/year or 5 percent of total water use in the region.” (CSIRO, July 2008, p.4). Recent Climate and Current Development

“If the recent (1997 to 2006) climate were to persist, average surface water availability for the Murray region would fall by 30 percent, average diversions in the Murray region would fall by 13 percent and end‐of‐system flows would fall by 50 percent. The relative level of surface water use across the MDB would be 66 percent.” (CSIRO, July 2008, p.4). Future Climate and Current Development

“The best estimate (median) of climate change by 2030 is less severe than the recent past. Under this climate, average surface water availability for the Murray region would fall by 14 percent, average diversions in the Murray region would fall by 4 percent and end‐of‐system flows would fall by 24 percent.” (CSIRO, July 2008, p.4). Future Climate and Future Development

“Future development of farm dams by 2030 is expected to reduce total runoff across the region by less than 1 percent. Although likely commercial plantation forestry expansion by 2030 would have significant local effects on runoff, the impact on average annual runoff for the entire Murray region would be negligible. Groundwater use in the region is expected to treble by 2030 to be 70GL/year or 15 percent of total average water use.” (CSIRO, July 2008, p.4).

Climate Change Scenarios Information – Strengthening Basin Communities Program Planning Component Consultancy SBC033A.1/2

The Milestone 2 Report of the above consultancy was completed in November 2010. Its Executive Summary stated that: “The study region like the rest of Southern Australia is expected to be warmer (high confidence) and drier (lower confidence). In the coming decades the main source of uncertainty is the extent of temperature and rainfall changes in different global climate models. After 2050 there is significant uncertainty due to different emission scenarios. In this report we point the end‐user to climate change projections that have three characteristics:

 Authoritative – in Australia this generally means CSIRO and the Bureau of Meteorology

 Acknowledge the uncertainty – different projections at various spatial scales have different levels of uncertainty

 Action orientated – the purpose of using projections of future climates is to act now at appropriate levels.” The climate change scenario to be adopted for the Burra and Eudunda IWMP project will be a mild dry scenario as their starting point for modelling, giving recognition to the modelling results arising from consideration of a very dry scenario as well as a continuation of current conditions (i.e. assuming repeat of historical conditions). An approach will also be adopted that can conduct sensitivity analysis to determine whether there are thresholds for decision making in regard to assets with respect to various climate variables e.g. impact of 5%, 10%, 20% increases or decreases in rainfall and then to compare these results with climate projections.

The project team (for the Planning Component Consultancy SBC033A.1/2 Climate Change impact assessment, adaptation and emerging opportunities for the SA Murray Darling region) will provide monthly climate change adjustments for consultants to apply to existing climate files.

a. Temperature (degrees warming)

b. Rainfall (% change)

c. Evaporation (% change)

Appendix C : Recommended Actions Map

VICTORIA WALES NEW SOUTH NEW ! ( BERRI Irrigation Pipe Main Rising WW Reclaimed Sewer Rising Main WW Reticulation Main Water Mains- SA Water Culvert Drainage Contours (5m interval) 1 Pipes BURRA ! ( ! ( GAWLER ! ( ! ( Burra SOUTH AUSTRALIA ! ( GOOLWA EUDUNDA PORT PIRIE ! ( Metres (Scale 1:16,000 Sheet A3) ADELAIDE ! ( WATER Australian Environments for Burra and Eudunda and Burra for for Burra and Eudunda Burra and for 0 200 400 600 800 Integrated Water Management Water Integrated Plan Integrated Water Management Water Integrated Plan PORT AUGUSTA WW Pump Station Groundwater Tank Irrigationfor Potable Water Tank - SA Water Tank Water Reclaimed Cadastre Existing Pond Water Dams Mitigation Flood Proposed Wetland Plant Treatment WW Gully Erosion Damage Potential Water Management Options for Burra for Options Management Water Potential " M

k j k j k j

LEGEND Data Source: (5m (2005) Google obtained from (2203) Photography Earth; Cadastre supplied byContours SA Aerial Water; and Drainage Hillshade (DWLBC) Conservation Biodiversity & Land Water, of Dept by supplied interval) Pipes, Culvert, DWLBC; Tanks, by supplied contours from (AWE) Environments Water Australian by created and survey field from by AWE created Pond Water and Existing Plant Treatment WW Damage, Erosion Gully aerial photography. Tanks and Pumping Stations Pumping and Tanks

6273000 6272500 6272000 6271500 6271000 6270500 6270000 6269500

30 1

0 4 5 535 5 6 5 310500 310500

5

1 0 1 4 5 0 5 5 58 560

5 2 5 1 5 3 1 7 5 5 0 5 5 570 5 7 5 515

1

5 5 5

1 Increased monitoring of Increased WWTP and outflows inflows 310000 310000 Proposed wetland Proposed 1 1

1 Remediate gully erosion

5

0 5 1

5 1

50

0 1

5

4 5

5 4

1 Cemetery 1 0 6 4

535

5 7 4

9 309500 0 309500 4

5 4 9

0 7 4

505

0

8

4 10 1 5 1 " M

1 1 Existing " M k j Town Oval

309000 309000

0 2

Existing 5

k j " M School Oval

9 0 4

5 0 5 3 0 1 3 5 5 5 Existing 5 2 1 5 5 School Oval " M k

1 e

e 0 0 5 r 5 C 1 Proposed flood mitigation dams flood mitigation Proposed 5 Remediate gully erosion 0 7 a 0 4 r 2 r 0 5 9

u 4 500 B 495 5 0 308500 6 49 308500

4

0 0 0 2

5 5

0 0 1 0 0 2 0

5 5 5 0 5 0 5 5 3 1 5 1 5 5 2 1 5

1 0

5 3 8 5 1 4 95

4 5

52

5 0 00 5 5 308000 308000

5 5

7 0 5 0

4 0 9 0 2

5 4 5 5

k j k j

5 0 5 1 0 5 5 0 8 0 4 5

5 2 5 5 9 4

5

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0 7 4 5

1 5 5 5 0

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5

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0

0 0

0 5 9 3

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5 5 0

8 2 5

9 4 1

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4 5

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4 0 5 540

9

4 49

5 48

Confirm existing bore existing Confirm use within NorthBurra

5

0

307000 5 307000

5

9

4

0

0

5

5

7

4 5

8

4

0

8 4

306500 306500

6273000 6272500 6272000 6271500 6271000 6270500 6270000 6269500 Job No. 11105 - 021 110928