{"id":"qld:sl-2007-0031","name":"Water Plan (Moreton) 2007","slug":"water-plan-moreton-2007","collection":"regulation","jurisdiction":"qld","status":"in_force","isInForce":true,"actNumber":"31 of 2007","makingDate":null,"administeringDepartment":null,"currentVersion":{"id":175845,"registerId":"qld-qld:sl-2007-0031-current","compilationNumber":null,"startDate":"2026-04-05","status":"InForce","reasons":null,"registeredAt":null},"sections":[{"sectionNumber":"pt.1","sectionType":"part","heading":"Preliminary","content":"# Preliminary","sortOrder":0},{"sectionNumber":"sec.1","sectionType":"section","heading":"Short title","content":"### sec.1 Short title\n\nThis water plan may be cited as the Water Plan (Moreton) 2007 .\ns&#160;1 sub 2014 Act&#160;No.&#160;64 s&#160;255 sch&#160;2","sortOrder":1},{"sectionNumber":"sec.2","sectionType":"section","heading":"Purposes of plan","content":"### sec.2 Purposes of plan\n\nThe following are the purposes of this plan—\nto define the availability of water in the plan area;\nto provide a framework for sustainably managing water and the taking of water;\nto identify priorities and mechanisms for dealing with future water requirements;\nto provide a framework for reversing, where practicable, degradation that has occurred in natural ecosystems;\nto provide a framework for—\nestablishing water allocations to take surface water; and\ngranting and amending water entitlements for groundwater; and\ngranting water entitlements for overland flow water.\n- (a) to define the availability of water in the plan area;\n- (b) to provide a framework for sustainably managing water and the taking of water;\n- (c) to identify priorities and mechanisms for dealing with future water requirements;\n- (d) to provide a framework for reversing, where practicable, degradation that has occurred in natural ecosystems;\n- (e) to provide a framework for— (i) establishing water allocations to take surface water; and (ii) granting and amending water entitlements for groundwater; and (iii) granting water entitlements for overland flow water.\n- (i) establishing water allocations to take surface water; and\n- (ii) granting and amending water entitlements for groundwater; and\n- (iii) granting water entitlements for overland flow water.\n- (i) establishing water allocations to take surface water; and\n- (ii) granting and amending water entitlements for groundwater; and\n- (iii) granting water entitlements for overland flow water.","sortOrder":2},{"sectionNumber":"sec.3","sectionType":"section","heading":"Definitions","content":"### sec.3 Definitions\n\nThe dictionary in schedule&#160;15 defines particular words used in this plan.","sortOrder":3},{"sectionNumber":"pt.2","sectionType":"part","heading":"Plan area and water to which plan applies","content":"# Plan area and water to which plan applies","sortOrder":4},{"sectionNumber":"sec.4","sectionType":"section","heading":"Plan area","content":"### sec.4 Plan area\n\nThis plan applies to the area shown as the plan area on the map in schedule&#160;1 .","sortOrder":5},{"sectionNumber":"sec.5","sectionType":"section","heading":"Groundwater management areas, implementation areas and groundwater units","content":"### sec.5 Groundwater management areas, implementation areas and groundwater units\n\nEach part of the plan area that is within a groundwater management area shown on the map in schedule&#160;2 is a groundwater management area for this plan.\nEach of the following parts of the plan area that is within the Lockyer Valley groundwater management area and shown on the map in schedule&#160;3 is an implementation area for this plan—\nCentral Lockyer Creek ( implementation area 1 );\nUpper Lockyer Creek and Flagstone Creek ( implementation area 2A );\nTenthill Creek and Ma Ma Creek ( implementation area 2B );\nSandy Creek (parish of Blenheim) and Upper Laidley Creek ( implementation area 3 );\nLower Lockyer Creek and Buaraba Creek ( implementation area 4 ).\nImplementation areas 2A, 2B, 3 and 4 consist of—\nalluvial aquifers ( groundwater unit 1 ); and\nhard rock aquifers ( groundwater unit 2 ).\nImplementation area 1 consists of groundwater unit 1.\ns&#160;5 amd 2019 SL&#160;No.&#160;251 s&#160;3\n(sec.5-ssec.1) Each part of the plan area that is within a groundwater management area shown on the map in schedule&#160;2 is a groundwater management area for this plan.\n(sec.5-ssec.2) Each of the following parts of the plan area that is within the Lockyer Valley groundwater management area and shown on the map in schedule&#160;3 is an implementation area for this plan— Central Lockyer Creek ( implementation area 1 ); Upper Lockyer Creek and Flagstone Creek ( implementation area 2A ); Tenthill Creek and Ma Ma Creek ( implementation area 2B ); Sandy Creek (parish of Blenheim) and Upper Laidley Creek ( implementation area 3 ); Lower Lockyer Creek and Buaraba Creek ( implementation area 4 ).\n(sec.5-ssec.3) Implementation areas 2A, 2B, 3 and 4 consist of— alluvial aquifers ( groundwater unit 1 ); and hard rock aquifers ( groundwater unit 2 ).\n(sec.5-ssec.4) Implementation area 1 consists of groundwater unit 1.\n- (a) Central Lockyer Creek ( implementation area 1 );\n- (b) Upper Lockyer Creek and Flagstone Creek ( implementation area 2A );\n- (c) Tenthill Creek and Ma Ma Creek ( implementation area 2B );\n- (d) Sandy Creek (parish of Blenheim) and Upper Laidley Creek ( implementation area 3 );\n- (e) Lower Lockyer Creek and Buaraba Creek ( implementation area 4 ).\n- (a) alluvial aquifers ( groundwater unit 1 ); and\n- (b) hard rock aquifers ( groundwater unit 2 ).","sortOrder":6},{"sectionNumber":"sec.6","sectionType":"section","heading":"Subcatchment areas","content":"### sec.6 Subcatchment areas\n\nEach part of the plan area that is within a subcatchment area shown on the map in schedule&#160;4 , and named in schedule&#160;5 , is a subcatchment area for this plan.","sortOrder":7},{"sectionNumber":"sec.6A","sectionType":"section","heading":"Trading zones","content":"### sec.6A Trading zones\n\nEach zone shown on the map in schedule&#160;5A , part&#160;1 is a trading zone for surface water to which this plan applies, other than surface water in the Central Lockyer Valley water supply scheme.\nEach zone shown on the map in schedule&#160;5A , part&#160;2 is a trading zone for surface water in the Central Lockyer Valley water supply scheme.\nEach zone shown on the map in schedule&#160;5A , part&#160;3 is a trading zone for groundwater in the Central Lockyer Valley water supply scheme.\nA trading zone for surface water includes—\neach part of a watercourse, lake or spring that is in the zone; and\nthose sections of tributaries from which there is access to flow or pondage from a watercourse or lake in the zone.\nA trading zone for groundwater includes the part of a groundwater management area that is in the zone.\ns&#160;6A ins 2017 SL&#160;No.&#160;199 s&#160;3\nsub 2019 SL&#160;No.&#160;251 s&#160;4\n(sec.6A-ssec.1) Each zone shown on the map in schedule&#160;5A , part&#160;1 is a trading zone for surface water to which this plan applies, other than surface water in the Central Lockyer Valley water supply scheme.\n(sec.6A-ssec.2) Each zone shown on the map in schedule&#160;5A , part&#160;2 is a trading zone for surface water in the Central Lockyer Valley water supply scheme.\n(sec.6A-ssec.3) Each zone shown on the map in schedule&#160;5A , part&#160;3 is a trading zone for groundwater in the Central Lockyer Valley water supply scheme.\n(sec.6A-ssec.4) A trading zone for surface water includes— each part of a watercourse, lake or spring that is in the zone; and those sections of tributaries from which there is access to flow or pondage from a watercourse or lake in the zone.\n(sec.6A-ssec.5) A trading zone for groundwater includes the part of a groundwater management area that is in the zone.\n- (a) each part of a watercourse, lake or spring that is in the zone; and\n- (b) those sections of tributaries from which there is access to flow or pondage from a watercourse or lake in the zone.","sortOrder":8},{"sectionNumber":"sec.7","sectionType":"section","heading":"Information about areas","content":"### sec.7 Information about areas\n\nThe exact location of the boundaries on maps shown in schedules&#160;1 to 4 and 5A is held in digital electronic form by the department.\nThe information held in digital electronic form can be reduced or enlarged to show the details of the boundaries.\nThe boundary locations in digital electronic form may be inspected at the department’s offices at the Gatton Research Station, Warrego Highway, Gatton.\ns&#160;7 amd 2019 SL&#160;No.&#160;251 s&#160;5\n(sec.7-ssec.1) The exact location of the boundaries on maps shown in schedules&#160;1 to 4 and 5A is held in digital electronic form by the department.\n(sec.7-ssec.2) The information held in digital electronic form can be reduced or enlarged to show the details of the boundaries. The boundary locations in digital electronic form may be inspected at the department’s offices at the Gatton Research Station, Warrego Highway, Gatton.","sortOrder":9},{"sectionNumber":"sec.8","sectionType":"section","heading":"Nodes","content":"### sec.8 Nodes\n\nA node mentioned in this plan is a place—\non a watercourse in the plan area; and\nfor which environmental flow objectives are set for performance indicators.\nThe location of each node is shown on the map in schedule&#160;1 and described in schedule&#160;6 .\nEach node is identified on the map by a letter.\n(sec.8-ssec.1) A node mentioned in this plan is a place— on a watercourse in the plan area; and for which environmental flow objectives are set for performance indicators.\n(sec.8-ssec.2) The location of each node is shown on the map in schedule&#160;1 and described in schedule&#160;6 .\n(sec.8-ssec.3) Each node is identified on the map by a letter.\n- (a) on a watercourse in the plan area; and\n- (b) for which environmental flow objectives are set for performance indicators.","sortOrder":10},{"sectionNumber":"sec.9","sectionType":"section","heading":"Water to which plan applies","content":"### sec.9 Water to which plan applies\n\nThis plan applies to the following water ( surface water ) in the plan area—\nwater in a watercourse or lake;\nwater in springs not connected to groundwater.\nThis plan also applies to the following water in the plan area—\ngroundwater, other than groundwater to which the Water Plan (Great Artesian Basin and Other Regional Aquifers) 2017 applies;\noverland flow water, other than water in springs connected to groundwater.\ns&#160;9 amd 2017 SL&#160;No.&#160;164 s&#160;106\n(sec.9-ssec.1) This plan applies to the following water ( surface water ) in the plan area— water in a watercourse or lake; water in springs not connected to groundwater.\n(sec.9-ssec.2) This plan also applies to the following water in the plan area— groundwater, other than groundwater to which the Water Plan (Great Artesian Basin and Other Regional Aquifers) 2017 applies; overland flow water, other than water in springs connected to groundwater.\n- (a) water in a watercourse or lake;\n- (b) water in springs not connected to groundwater.\n- (a) groundwater, other than groundwater to which the Water Plan (Great Artesian Basin and Other Regional Aquifers) 2017 applies;\n- (b) overland flow water, other than water in springs connected to groundwater.","sortOrder":11},{"sectionNumber":"pt.3","sectionType":"part","heading":"Outcomes for sustainable management of water","content":"# Outcomes for sustainable management of water","sortOrder":12},{"sectionNumber":"sec.10","sectionType":"section","heading":"Outcomes for water in plan area","content":"### sec.10 Outcomes for water in plan area\n\nWater is to be allocated and sustainably managed in a way that—\nrecognises the natural state of watercourses, lakes and springs has changed because of water infrastructure, flow supplementation and the taking of water; and\nseeks to achieve a balance in the following outcomes—\nthe general outcomes mentioned in section&#160;11 ;\nthe ecological outcomes mentioned in section&#160;12 .\n- (a) recognises the natural state of watercourses, lakes and springs has changed because of water infrastructure, flow supplementation and the taking of water; and\n- (b) seeks to achieve a balance in the following outcomes— (i) the general outcomes mentioned in section&#160;11 ; (ii) the ecological outcomes mentioned in section&#160;12 .\n- (i) the general outcomes mentioned in section&#160;11 ;\n- (ii) the ecological outcomes mentioned in section&#160;12 .\n- (i) the general outcomes mentioned in section&#160;11 ;\n- (ii) the ecological outcomes mentioned in section&#160;12 .","sortOrder":13},{"sectionNumber":"sec.11","sectionType":"section","heading":"General outcomes","content":"### sec.11 General outcomes\n\nEach of the following is a general outcome for surface water in the plan area—\nto provide for additional water to be taken from the plan area for future water requirements;\nto protect the probability of taking water under water entitlements;\nto provide options for water users to implement their own provisions for security of supply;\nto provide for the continued use of all water entitlements and other authorisations to take or interfere with water in the plan area;\nto encourage the efficient use of water;\nto ensure water is available for essential services;\nto achieve ecological outcomes consistent with supporting natural ecosystems by minimising changes to natural flow regimes;\nto allow water-related cultural use of parts of the plan area by the traditional owners of the area;\nto provide consistency between this plan and the SEQ regional plan.\nEach of the following is a general outcome for groundwater in the plan area—\nto provide for the continued use of all water entitlements and other authorisations to take or interfere with groundwater in the plan area;\nto encourage the efficient use of the water;\nto maintain long-term water quality;\nto protect, as far as practicable, baseflow to watercourses that support natural ecosystems;\nto allow water-related cultural use of parts of the plan area by the traditional owners of the area;\nto provide consistency between this plan and the SEQ regional plan.\nEach of the following is a general outcome for overland flow water in the plan area—\nto provide for the continued use of existing overland flow works;\nto encourage the efficient use of the water;\nto support natural ecosystems by minimising changes to natural flow regimes;\nto maintain run-off to achieve the general outcomes for surface water;\nto provide consistency between this plan and the SEQ regional plan.\nEach of the following is a general outcome for surface water and groundwater in the Central Lockyer Valley water supply scheme—\nto support long-term agricultural productivity and investment and the financial security of people who use the water for agriculture;\nto recognise the different contributions that natural recharge and recharge through infrastructure make to the availability of groundwater, to inform future allocations and support agricultural businesses;\nto increase information held about the water, through the collection and analysis of relevant information about the water, to support future decision making and improvements in this plan;\nto provide opportunities for initiatives that allow additional water to become available through the coordinated storage, management and delivery of the water, for future agricultural purposes.\nIn this section—\nrelevant information , about water, means—\ntrends in the levels of the groundwater; and\nthe volume of groundwater used; and\nthe recharge characteristics of the groundwater; and\nthe quality of the groundwater.\ns&#160;11 amd 2019 SL&#160;No.&#160;251 s&#160;6\n(sec.11-ssec.1) Each of the following is a general outcome for surface water in the plan area— to provide for additional water to be taken from the plan area for future water requirements; to protect the probability of taking water under water entitlements; to provide options for water users to implement their own provisions for security of supply; to provide for the continued use of all water entitlements and other authorisations to take or interfere with water in the plan area; to encourage the efficient use of water; to ensure water is available for essential services; to achieve ecological outcomes consistent with supporting natural ecosystems by minimising changes to natural flow regimes; to allow water-related cultural use of parts of the plan area by the traditional owners of the area; to provide consistency between this plan and the SEQ regional plan.\n(sec.11-ssec.2) Each of the following is a general outcome for groundwater in the plan area— to provide for the continued use of all water entitlements and other authorisations to take or interfere with groundwater in the plan area; to encourage the efficient use of the water; to maintain long-term water quality; to protect, as far as practicable, baseflow to watercourses that support natural ecosystems; to allow water-related cultural use of parts of the plan area by the traditional owners of the area; to provide consistency between this plan and the SEQ regional plan.\n(sec.11-ssec.3) Each of the following is a general outcome for overland flow water in the plan area— to provide for the continued use of existing overland flow works; to encourage the efficient use of the water; to support natural ecosystems by minimising changes to natural flow regimes; to maintain run-off to achieve the general outcomes for surface water; to provide consistency between this plan and the SEQ regional plan.\n(sec.11-ssec.4) Each of the following is a general outcome for surface water and groundwater in the Central Lockyer Valley water supply scheme— to support long-term agricultural productivity and investment and the financial security of people who use the water for agriculture; to recognise the different contributions that natural recharge and recharge through infrastructure make to the availability of groundwater, to inform future allocations and support agricultural businesses; to increase information held about the water, through the collection and analysis of relevant information about the water, to support future decision making and improvements in this plan; to provide opportunities for initiatives that allow additional water to become available through the coordinated storage, management and delivery of the water, for future agricultural purposes.\n(sec.11-ssec.5) In this section— relevant information , about water, means— trends in the levels of the groundwater; and the volume of groundwater used; and the recharge characteristics of the groundwater; and the quality of the groundwater.\n- (a) to provide for additional water to be taken from the plan area for future water requirements;\n- (b) to protect the probability of taking water under water entitlements;\n- (c) to provide options for water users to implement their own provisions for security of supply;\n- (d) to provide for the continued use of all water entitlements and other authorisations to take or interfere with water in the plan area;\n- (e) to encourage the efficient use of water;\n- (f) to ensure water is available for essential services;\n- (g) to achieve ecological outcomes consistent with supporting natural ecosystems by minimising changes to natural flow regimes;\n- (h) to allow water-related cultural use of parts of the plan area by the traditional owners of the area;\n- (i) to provide consistency between this plan and the SEQ regional plan.\n- (a) to provide for the continued use of all water entitlements and other authorisations to take or interfere with groundwater in the plan area;\n- (b) to encourage the efficient use of the water;\n- (c) to maintain long-term water quality;\n- (d) to protect, as far as practicable, baseflow to watercourses that support natural ecosystems;\n- (e) to allow water-related cultural use of parts of the plan area by the traditional owners of the area;\n- (f) to provide consistency between this plan and the SEQ regional plan.\n- (a) to provide for the continued use of existing overland flow works;\n- (b) to encourage the efficient use of the water;\n- (c) to support natural ecosystems by minimising changes to natural flow regimes;\n- (d) to maintain run-off to achieve the general outcomes for surface water;\n- (e) to provide consistency between this plan and the SEQ regional plan.\n- (a) to support long-term agricultural productivity and investment and the financial security of people who use the water for agriculture;\n- (b) to recognise the different contributions that natural recharge and recharge through infrastructure make to the availability of groundwater, to inform future allocations and support agricultural businesses;\n- (c) to increase information held about the water, through the collection and analysis of relevant information about the water, to support future decision making and improvements in this plan;\n- (d) to provide opportunities for initiatives that allow additional water to become available through the coordinated storage, management and delivery of the water, for future agricultural purposes.\n- (a) trends in the levels of the groundwater; and\n- (b) the volume of groundwater used; and\n- (c) the recharge characteristics of the groundwater; and\n- (d) the quality of the groundwater.","sortOrder":14},{"sectionNumber":"sec.12","sectionType":"section","heading":"Ecological outcomes","content":"### sec.12 Ecological outcomes\n\nParticular ecological outcomes for water in the part of the plan area stated for the outcome are as follows—\nfor Stanley River and tributaries, upstream of the impounded area of Woodford Weir—\nto minimise changes to flows that support river-forming processes; and\nto minimise changes to the low flow regime;\nfor Boondall Wetlands—to provide freshwater flows necessary to maintain the long-term pattern of inflows to, and ecological functions of, the wetlands;\nfor estuarine reaches—to minimise changes to brackish water habitats;\nfor Moreton Bay and Pumicestone Channel—to minimise changes to the natural movement and delivery of sediment, and the delivery of fresh water, natural nutrients and organic matter.\nIn this section—\nimpounded area , of Woodford Weir, means the area of the weir that is inundated when the weir is at its full supply level.\n(sec.12-ssec.1) Particular ecological outcomes for water in the part of the plan area stated for the outcome are as follows— for Stanley River and tributaries, upstream of the impounded area of Woodford Weir— to minimise changes to flows that support river-forming processes; and to minimise changes to the low flow regime; for Boondall Wetlands—to provide freshwater flows necessary to maintain the long-term pattern of inflows to, and ecological functions of, the wetlands; for estuarine reaches—to minimise changes to brackish water habitats; for Moreton Bay and Pumicestone Channel—to minimise changes to the natural movement and delivery of sediment, and the delivery of fresh water, natural nutrients and organic matter.\n(sec.12-ssec.2) In this section— impounded area , of Woodford Weir, means the area of the weir that is inundated when the weir is at its full supply level.\n- (a) for Stanley River and tributaries, upstream of the impounded area of Woodford Weir— (i) to minimise changes to flows that support river-forming processes; and (ii) to minimise changes to the low flow regime;\n- (i) to minimise changes to flows that support river-forming processes; and\n- (ii) to minimise changes to the low flow regime;\n- (b) for Boondall Wetlands—to provide freshwater flows necessary to maintain the long-term pattern of inflows to, and ecological functions of, the wetlands;\n- (c) for estuarine reaches—to minimise changes to brackish water habitats;\n- (d) for Moreton Bay and Pumicestone Channel—to minimise changes to the natural movement and delivery of sediment, and the delivery of fresh water, natural nutrients and organic matter.\n- (i) to minimise changes to flows that support river-forming processes; and\n- (ii) to minimise changes to the low flow regime;","sortOrder":15},{"sectionNumber":"pt.3A","sectionType":"part","heading":"Measures for achieving water plan outcomes","content":"# Measures for achieving water plan outcomes","sortOrder":16},{"sectionNumber":"sec.12A","sectionType":"section","heading":"Measures that contribute to achieving particular water plan outcomes","content":"### sec.12A Measures that contribute to achieving particular water plan outcomes\n\nMeasures that contribute to achieving the water plan outcomes stated in section&#160;11 (2) and (4) are—\nthe development, before this plan expires, by the chief executive in consultation with Seqwater and water users, of a new model for the management and allocation of groundwater in groundwater unit 1 in implementation area 1; and\nthe collection and analysis of relevant information about groundwater in the part of groundwater unit 1 in implementation area 1—\nfor groundwater that is not in the Central Lockyer Valley water supply scheme—by the chief executive to help the chief executive make decisions about the sustainable management of groundwater use and the protection of groundwater aquifers in the area mentioned in that subsection; and\nfor groundwater in the Central Lockyer Valley water supply scheme—by a resource operations licence holder to help the licence holder make decisions about the sustainable management of groundwater use and the protection of groundwater aquifers in the area mentioned in that subsection.\nThe information collected, and analysis of the information, mentioned in subsection&#160;(1) (b) (i) is research and monitoring for the Water Regulation 2016 , section&#160;22 (4) (d) .\nIn this section—\nrelevant information , about groundwater, means—\ntrends in the levels of the groundwater; and\nthe volume of groundwater used; and\nthe recharge characteristics of the groundwater; and\nthe quality of the groundwater.\ns&#160;12A ins 2019 SL&#160;No.&#160;251 s&#160;7\n(sec.12A-ssec.1) Measures that contribute to achieving the water plan outcomes stated in section&#160;11 (2) and (4) are— the development, before this plan expires, by the chief executive in consultation with Seqwater and water users, of a new model for the management and allocation of groundwater in groundwater unit 1 in implementation area 1; and the collection and analysis of relevant information about groundwater in the part of groundwater unit 1 in implementation area 1— for groundwater that is not in the Central Lockyer Valley water supply scheme—by the chief executive to help the chief executive make decisions about the sustainable management of groundwater use and the protection of groundwater aquifers in the area mentioned in that subsection; and for groundwater in the Central Lockyer Valley water supply scheme—by a resource operations licence holder to help the licence holder make decisions about the sustainable management of groundwater use and the protection of groundwater aquifers in the area mentioned in that subsection.\n(sec.12A-ssec.2) The information collected, and analysis of the information, mentioned in subsection&#160;(1) (b) (i) is research and monitoring for the Water Regulation 2016 , section&#160;22 (4) (d) .\n(sec.12A-ssec.3) In this section— relevant information , about groundwater, means— trends in the levels of the groundwater; and the volume of groundwater used; and the recharge characteristics of the groundwater; and the quality of the groundwater.\n- (a) the development, before this plan expires, by the chief executive in consultation with Seqwater and water users, of a new model for the management and allocation of groundwater in groundwater unit 1 in implementation area 1; and\n- (b) the collection and analysis of relevant information about groundwater in the part of groundwater unit 1 in implementation area 1— (i) for groundwater that is not in the Central Lockyer Valley water supply scheme—by the chief executive to help the chief executive make decisions about the sustainable management of groundwater use and the protection of groundwater aquifers in the area mentioned in that subsection; and (ii) for groundwater in the Central Lockyer Valley water supply scheme—by a resource operations licence holder to help the licence holder make decisions about the sustainable management of groundwater use and the protection of groundwater aquifers in the area mentioned in that subsection.\n- (i) for groundwater that is not in the Central Lockyer Valley water supply scheme—by the chief executive to help the chief executive make decisions about the sustainable management of groundwater use and the protection of groundwater aquifers in the area mentioned in that subsection; and\n- (ii) for groundwater in the Central Lockyer Valley water supply scheme—by a resource operations licence holder to help the licence holder make decisions about the sustainable management of groundwater use and the protection of groundwater aquifers in the area mentioned in that subsection.\n- (i) for groundwater that is not in the Central Lockyer Valley water supply scheme—by the chief executive to help the chief executive make decisions about the sustainable management of groundwater use and the protection of groundwater aquifers in the area mentioned in that subsection; and\n- (ii) for groundwater in the Central Lockyer Valley water supply scheme—by a resource operations licence holder to help the licence holder make decisions about the sustainable management of groundwater use and the protection of groundwater aquifers in the area mentioned in that subsection.\n- (a) trends in the levels of the groundwater; and\n- (b) the volume of groundwater used; and\n- (c) the recharge characteristics of the groundwater; and\n- (d) the quality of the groundwater.","sortOrder":17},{"sectionNumber":"pt.4","sectionType":"part","heading":"Performance indicators and objectives","content":"# Performance indicators and objectives","sortOrder":18},{"sectionNumber":"pt.4-div.1","sectionType":"division","heading":null,"content":"","sortOrder":19},{"sectionNumber":"pt.4-div.2","sectionType":"division","heading":"Environmental flow objectives","content":"## Environmental flow objectives","sortOrder":20},{"sectionNumber":"sec.13","sectionType":"section","heading":"Application of division","content":"### sec.13 Application of division\n\nThis division applies to surface water.\ns&#160;13 sub 2019 SL&#160;No.&#160;251 ss&#160;8 – 9","sortOrder":21},{"sectionNumber":"sec.14","sectionType":"section","heading":"Performance indicators for environmental flow objectives","content":"### sec.14 Performance indicators for environmental flow objectives\n\nThe performance indicators for the environmental flow objectives are—\nfor assessing periods of low flow—\n50% daily flow; and\n90% daily flow; and\ndaily flow less than 1ML; and\nnumber of periods of no flow of at least 1 month but less than 3 months; and\nnumber of periods of no flow of at least 3 months but less than 6 months; and\nnumber of periods of no flow of at least 6 months; and\nfor assessing periods of medium to high flow—\nmean annual flow; and\n1.5 year daily flow volume; and\n5 year daily flow volume; and\n20 year daily flow volume; and\nfor assessing seasonal flow patterns—\nflow regime class; and\nannual proportional flow deviation.\n- (a) for assessing periods of low flow— (i) 50% daily flow; and (ii) 90% daily flow; and (iii) daily flow less than 1ML; and (iv) number of periods of no flow of at least 1 month but less than 3 months; and (v) number of periods of no flow of at least 3 months but less than 6 months; and (vi) number of periods of no flow of at least 6 months; and\n- (i) 50% daily flow; and\n- (ii) 90% daily flow; and\n- (iii) daily flow less than 1ML; and\n- (iv) number of periods of no flow of at least 1 month but less than 3 months; and\n- (v) number of periods of no flow of at least 3 months but less than 6 months; and\n- (vi) number of periods of no flow of at least 6 months; and\n- (b) for assessing periods of medium to high flow— (i) mean annual flow; and (ii) 1.5 year daily flow volume; and (iii) 5 year daily flow volume; and (iv) 20 year daily flow volume; and\n- (i) mean annual flow; and\n- (ii) 1.5 year daily flow volume; and\n- (iii) 5 year daily flow volume; and\n- (iv) 20 year daily flow volume; and\n- (c) for assessing seasonal flow patterns— (i) flow regime class; and (ii) annual proportional flow deviation.\n- (i) flow regime class; and\n- (ii) annual proportional flow deviation.\n- (i) 50% daily flow; and\n- (ii) 90% daily flow; and\n- (iii) daily flow less than 1ML; and\n- (iv) number of periods of no flow of at least 1 month but less than 3 months; and\n- (v) number of periods of no flow of at least 3 months but less than 6 months; and\n- (vi) number of periods of no flow of at least 6 months; and\n- (i) mean annual flow; and\n- (ii) 1.5 year daily flow volume; and\n- (iii) 5 year daily flow volume; and\n- (iv) 20 year daily flow volume; and\n- (i) flow regime class; and\n- (ii) annual proportional flow deviation.","sortOrder":22},{"sectionNumber":"sec.15","sectionType":"section","heading":"Environmental flow objectives","content":"### sec.15 Environmental flow objectives\n\nThe environmental flow objectives for this plan are stated in schedule&#160;7 .","sortOrder":23},{"sectionNumber":"pt.4-div.3","sectionType":"division","heading":"Water allocation security objectives","content":"## Water allocation security objectives","sortOrder":24},{"sectionNumber":"sec.15A","sectionType":"section","heading":"Application of division","content":"### sec.15A Application of division\n\nThis division applies to surface water and groundwater.\ns&#160;15A ins 2019 SL&#160;No.&#160;251 s&#160;10","sortOrder":25},{"sectionNumber":"sec.16","sectionType":"section","heading":"Performance indicators for water allocation security objectives","content":"### sec.16 Performance indicators for water allocation security objectives\n\nThe performance indicators for the water allocation security objectives are—\nfor a water allocation to take supplemented water—the monthly supplemented water sharing index; and\nfor a water allocation to take unsupplemented water in a class A, B, C, D or E water allocation group—70% unsupplemented water sharing index; and\nfor a water allocation to take supplemented groundwater in a zone—the maximum allowable volume for the zone for the water allocation’s priority group.\ns&#160;16 amd 2019 SL&#160;No.&#160;251 s&#160;11\n- (a) for a water allocation to take supplemented water—the monthly supplemented water sharing index; and\n- (b) for a water allocation to take unsupplemented water in a class A, B, C, D or E water allocation group—70% unsupplemented water sharing index; and\n- (c) for a water allocation to take supplemented groundwater in a zone—the maximum allowable volume for the zone for the water allocation’s priority group.","sortOrder":26},{"sectionNumber":"sec.17","sectionType":"section","heading":"Water allocation security objectives","content":"### sec.17 Water allocation security objectives\n\nThe water allocation security objectives for this plan are stated in schedule&#160;8 .","sortOrder":27},{"sectionNumber":"pt.5","sectionType":"part","heading":"Strategies for achieving outcomes (surface water)","content":"# Strategies for achieving outcomes (surface water)","sortOrder":28},{"sectionNumber":"pt.5-div.1","sectionType":"division","heading":"Preliminary","content":"## Preliminary","sortOrder":29},{"sectionNumber":"sec.18","sectionType":"section","heading":"Strategies for surface water","content":"### sec.18 Strategies for surface water\n\nThis part—\napplies to surface water; and\nstates the strategies for achieving the outcomes mentioned in part&#160;3 .\n- (a) applies to surface water; and\n- (b) states the strategies for achieving the outcomes mentioned in part&#160;3 .","sortOrder":30},{"sectionNumber":"pt.5-div.2","sectionType":"division","heading":"Decisions about surface water made under this plan","content":"## Decisions about surface water made under this plan","sortOrder":31},{"sectionNumber":"sec.19","sectionType":"section","heading":"Application of div&#160;2","content":"### sec.19 Application of div&#160;2\n\nThis division applies to decisions about the allocation or management of surface water in the plan area, other than a decision—\nabout reinstating or replacing an expired water licence; or\nto grant a water entitlement to a local government, government agency or the bulk water supply authority for supply under operations or water infrastructure that were in existence on the commencement of this plan.\ns&#160;19 amd 2008 Act&#160;No.&#160;34 s&#160;751 sch&#160;2 ; 2017 SL&#160;No.&#160;199 s&#160;4 ; 2019 SL&#160;No.&#160;251 s&#160;13\n- (a) about reinstating or replacing an expired water licence; or\n- (b) to grant a water entitlement to a local government, government agency or the bulk water supply authority for supply under operations or water infrastructure that were in existence on the commencement of this plan.","sortOrder":32},{"sectionNumber":"sec.20","sectionType":"section","heading":"Decisions about surface water must be consistent with objectives","content":"### sec.20 Decisions about surface water must be consistent with objectives\n\nDecisions about the allocation or management of surface water in the plan area, other than a decision about a water permit, must be consistent with—\nthe environmental flow objectives for surface water stated in schedule&#160;7 ; and\nthe water allocation security objectives for surface water stated in schedule&#160;8 .\ns&#160;20 amd 2019 SL&#160;No.&#160;251 s&#160;14\n- (a) the environmental flow objectives for surface water stated in schedule&#160;7 ; and\n- (b) the water allocation security objectives for surface water stated in schedule&#160;8 .","sortOrder":33},{"sectionNumber":"sec.21","sectionType":"section","heading":"Assessing impact of decisions about surface water","content":"### sec.21 Assessing impact of decisions about surface water\n\nThe IQQM computer program’s simulation for the simulation period is used to assess consistency with the objectives for surface water.\nIf it is not practicable to use the IQQM computer program, another assessment method approved by the chief executive may be used.\nThe chief executive may approve an assessment method for subsection&#160;(2) only if the chief executive is satisfied the method will assess consistency with the objectives at least as accurately as the IQQM computer program.\ns&#160;21 amd 2019 SL&#160;No.&#160;251 s&#160;15\n(sec.21-ssec.1) The IQQM computer program’s simulation for the simulation period is used to assess consistency with the objectives for surface water.\n(sec.21-ssec.2) If it is not practicable to use the IQQM computer program, another assessment method approved by the chief executive may be used.\n(sec.21-ssec.3) The chief executive may approve an assessment method for subsection&#160;(2) only if the chief executive is satisfied the method will assess consistency with the objectives at least as accurately as the IQQM computer program.","sortOrder":34},{"sectionNumber":"sec.22","sectionType":"section","heading":"Decisions about surface water not to increase amount of water taken","content":"### sec.22 Decisions about surface water not to increase amount of water taken\n\nThe chief executive must not make a decision about the management or allocation of surface water that would increase the average volume of surface water available to be taken in the plan area.\nSubsection&#160;(1) does not apply to a decision—\nabout unallocated water made under section&#160;25 ; or\nabout a water permit.\nFor subsection&#160;(1) , a decision includes a decision about an application for an authorisation to take water made but not dealt with before the commencement of this plan.\ns&#160;22 amd 2008 Act&#160;No.&#160;34 s&#160;751 sch&#160;2 ; 2019 SL&#160;No.&#160;251 s&#160;16\n(sec.22-ssec.1) The chief executive must not make a decision about the management or allocation of surface water that would increase the average volume of surface water available to be taken in the plan area.\n(sec.22-ssec.2) Subsection&#160;(1) does not apply to a decision— about unallocated water made under section&#160;25 ; or about a water permit.\n(sec.22-ssec.3) For subsection&#160;(1) , a decision includes a decision about an application for an authorisation to take water made but not dealt with before the commencement of this plan.\n- (a) about unallocated water made under section&#160;25 ; or\n- (b) about a water permit.","sortOrder":35},{"sectionNumber":"sec.23","sectionType":"section","heading":"Restriction on taking water from waterholes or lakes","content":"### sec.23 Restriction on taking water from waterholes or lakes\n\nThe chief executive may grant an authorisation to take water from a waterhole or lake only if—\nthe chief executive imposes a condition on the authorisation about maintaining the cultural or environmental values of the waterhole or lake; or\nthe chief executive is satisfied the taking of the water will not adversely affect the cultural and environmental values of the waterhole or lake.\na condition that the water may be taken only if the water level in the waterhole or lake is above the level that is 0.5m below the level at which the waterhole or lake naturally overflows\nIn making a decision under subsection&#160;(1) , the chief executive must consider—\nthe impact the proposed taking of the water may have on the following—\nwater quality;\nbrackish water habitats in estuarine reaches;\ninundation of habitats;\nthe movement of fish and other aquatic species;\nthe natural movement and delivery of sediment, and the delivery of fresh water, natural nutrients or organic matter, to Moreton Bay or Pumicestone Channel;\nrecreation and aesthetic values;\ncultural values including, for example, cultural values of the traditional owners of the area; and\nwhether the proposed taking is likely to have a direct adverse effect on groundwater flows.\nAn authorisation mentioned in subsection&#160;(1) does not include a water allocation converted from an authorisation under division&#160;7 .\nSubsection&#160;(1) does not limit the restrictions that may be imposed on the taking of water from a waterhole or lake.\nSubsection&#160;(2) does not limit the matters the chief executive may consider.\n(sec.23-ssec.1) The chief executive may grant an authorisation to take water from a waterhole or lake only if— the chief executive imposes a condition on the authorisation about maintaining the cultural or environmental values of the waterhole or lake; or the chief executive is satisfied the taking of the water will not adversely affect the cultural and environmental values of the waterhole or lake. a condition that the water may be taken only if the water level in the waterhole or lake is above the level that is 0.5m below the level at which the waterhole or lake naturally overflows\n(sec.23-ssec.2) In making a decision under subsection&#160;(1) , the chief executive must consider— the impact the proposed taking of the water may have on the following— water quality; brackish water habitats in estuarine reaches; inundation of habitats; the movement of fish and other aquatic species; the natural movement and delivery of sediment, and the delivery of fresh water, natural nutrients or organic matter, to Moreton Bay or Pumicestone Channel; recreation and aesthetic values; cultural values including, for example, cultural values of the traditional owners of the area; and whether the proposed taking is likely to have a direct adverse effect on groundwater flows.\n(sec.23-ssec.3) An authorisation mentioned in subsection&#160;(1) does not include a water allocation converted from an authorisation under division&#160;7 .\n(sec.23-ssec.4) Subsection&#160;(1) does not limit the restrictions that may be imposed on the taking of water from a waterhole or lake.\n(sec.23-ssec.5) Subsection&#160;(2) does not limit the matters the chief executive may consider.\n- (a) the chief executive imposes a condition on the authorisation about maintaining the cultural or environmental values of the waterhole or lake; or\n- (b) the chief executive is satisfied the taking of the water will not adversely affect the cultural and environmental values of the waterhole or lake. Example for paragraph&#160;(a) — a condition that the water may be taken only if the water level in the waterhole or lake is above the level that is 0.5m below the level at which the waterhole or lake naturally overflows\n- (a) the impact the proposed taking of the water may have on the following— (i) water quality; (ii) brackish water habitats in estuarine reaches; (iii) inundation of habitats; (iv) the movement of fish and other aquatic species; (v) the natural movement and delivery of sediment, and the delivery of fresh water, natural nutrients or organic matter, to Moreton Bay or Pumicestone Channel; (vi) recreation and aesthetic values; (vii) cultural values including, for example, cultural values of the traditional owners of the area; and\n- (i) water quality;\n- (ii) brackish water habitats in estuarine reaches;\n- (iii) inundation of habitats;\n- (iv) the movement of fish and other aquatic species;\n- (v) the natural movement and delivery of sediment, and the delivery of fresh water, natural nutrients or organic matter, to Moreton Bay or Pumicestone Channel;\n- (vi) recreation and aesthetic values;\n- (vii) cultural values including, for example, cultural values of the traditional owners of the area; and\n- (b) whether the proposed taking is likely to have a direct adverse effect on groundwater flows.\n- (i) water quality;\n- (ii) brackish water habitats in estuarine reaches;\n- (iii) inundation of habitats;\n- (iv) the movement of fish and other aquatic species;\n- (v) the natural movement and delivery of sediment, and the delivery of fresh water, natural nutrients or organic matter, to Moreton Bay or Pumicestone Channel;\n- (vi) recreation and aesthetic values;\n- (vii) cultural values including, for example, cultural values of the traditional owners of the area; and","sortOrder":36},{"sectionNumber":"pt.5-div.3","sectionType":"division","heading":"Unallocated water","content":"## Unallocated water","sortOrder":37},{"sectionNumber":"sec.24","sectionType":"section","heading":"Unallocated water held as general reserve or strategic reserve","content":"### sec.24 Unallocated water held as general reserve or strategic reserve\n\nUnallocated water in the plan area is held as a general reserve or strategic reserve and dealt with under this division.\nFor section&#160;43 (1) (c) of the Act , the volume of unallocated water held as reserves under subsection&#160;(1) is 100ML.\ns&#160;24 sub 2019 SL&#160;No.&#160;251 s&#160;17\n(sec.24-ssec.1) Unallocated water in the plan area is held as a general reserve or strategic reserve and dealt with under this division.\n(sec.24-ssec.2) For section&#160;43 (1) (c) of the Act , the volume of unallocated water held as reserves under subsection&#160;(1) is 100ML.","sortOrder":38},{"sectionNumber":"sec.24A","sectionType":"section","heading":"Processes for releasing unallocated water— Act , s&#160;43","content":"### sec.24A Processes for releasing unallocated water— Act , s&#160;43\n\nFor section&#160;43 (2) (f) of the Act , the processes for releasing unallocated water reserved under this division are the processes stated in the Water Regulation 2016 , part&#160;2 , division&#160;2 , subdivision&#160;2 .\nIn preparing and implementing a process for releasing unallocated water under subsection&#160;(1) , the chief executive must consider the matters stated in the water management protocol.\ns&#160;24A ins 2019 SL&#160;No.&#160;251 s&#160;17\n(sec.24A-ssec.1) For section&#160;43 (2) (f) of the Act , the processes for releasing unallocated water reserved under this division are the processes stated in the Water Regulation 2016 , part&#160;2 , division&#160;2 , subdivision&#160;2 .\n(sec.24A-ssec.2) In preparing and implementing a process for releasing unallocated water under subsection&#160;(1) , the chief executive must consider the matters stated in the water management protocol.","sortOrder":39},{"sectionNumber":"sec.25","sectionType":"section","heading":"Granting unallocated water","content":"### sec.25 Granting unallocated water\n\nUnallocated water may be granted only—\nfor infrastructure for a project declared under the State Development and Public Works Organisation Act 1971 , section&#160;26 , to be a coordinated project; or\nfor infrastructure identified for—\nthe SEQ regional plan; or\na regional water security program; or\nfor a community facility; or\nfor a small scale commercial enterprise; or\nunder a process in the water management protocol.\nIn this section—\ncommunity facility includes—\na public recreational facility; or\na sporting facility; or\nanother facility used by a not for profit organisation.\ns&#160;25 amd 2017 SL&#160;No.&#160;199 s&#160;5 ; 2019 SL&#160;No.&#160;251 s&#160;18\n(sec.25-ssec.1) Unallocated water may be granted only— for infrastructure for a project declared under the State Development and Public Works Organisation Act 1971 , section&#160;26 , to be a coordinated project; or for infrastructure identified for— the SEQ regional plan; or a regional water security program; or for a community facility; or for a small scale commercial enterprise; or under a process in the water management protocol.\n(sec.25-ssec.2) In this section— community facility includes— a public recreational facility; or a sporting facility; or another facility used by a not for profit organisation.\n- (a) for infrastructure for a project declared under the State Development and Public Works Organisation Act 1971 , section&#160;26 , to be a coordinated project; or\n- (b) for infrastructure identified for— (i) the SEQ regional plan; or (ii) a regional water security program; or\n- (i) the SEQ regional plan; or\n- (ii) a regional water security program; or\n- (c) for a community facility; or\n- (d) for a small scale commercial enterprise; or\n- (e) under a process in the water management protocol.\n- (i) the SEQ regional plan; or\n- (ii) a regional water security program; or\n- (a) a public recreational facility; or\n- (b) a sporting facility; or\n- (c) another facility used by a not for profit organisation.","sortOrder":40},{"sectionNumber":"sec.26","sectionType":"section","heading":"Matters chief executive must consider","content":"### sec.26 Matters chief executive must consider\n\nIn dealing with unallocated water, the chief executive must consider—\nthe need for, and efficiency of, current and proposed uses of water including—\nthe extent to which water is being taken under authorisations in the plan area; and\nemerging requirements for additional water, in and outside the plan area, and the likely timeframe in which the additional water will be required; and\nalternative water sources including, for example, recycled water and water savings from improvements in the efficiency of water use; and\nthe availability of an alternative water supply for the purpose for which the water is required; and\nthe impact the proposed taking of or interfering with the water may have on the following—\nwater quality;\nbrackish water habitats in estuarine reaches;\ninundation of habitats;\nthe movement of fish and other aquatic species;\nthe natural movement and delivery of sediment, and the delivery of fresh water, natural nutrients or organic matter, to Moreton Bay or Pumicestone Channel;\nrecreation and aesthetic values;\ncultural values, including, for example, cultural values of the traditional owners of the area; and\nwhether the proposed taking or interfering with, or the proposed use of, the water is likely to—\nhave a direct adverse effect on groundwater; or\nlead to degradation, including salinity, of land or downstream watercourses; and\nwhether the proposed use of the water is consistent with—\nthe SEQ regional plan; and\nany system operating plan applying to the plan area; and\nany regional water security program for the SEQ region.\nSubsection&#160;(1) does not limit the matters the chief executive may consider.\n(sec.26-ssec.1) In dealing with unallocated water, the chief executive must consider— the need for, and efficiency of, current and proposed uses of water including— the extent to which water is being taken under authorisations in the plan area; and emerging requirements for additional water, in and outside the plan area, and the likely timeframe in which the additional water will be required; and alternative water sources including, for example, recycled water and water savings from improvements in the efficiency of water use; and the availability of an alternative water supply for the purpose for which the water is required; and the impact the proposed taking of or interfering with the water may have on the following— water quality; brackish water habitats in estuarine reaches; inundation of habitats; the movement of fish and other aquatic species; the natural movement and delivery of sediment, and the delivery of fresh water, natural nutrients or organic matter, to Moreton Bay or Pumicestone Channel; recreation and aesthetic values; cultural values, including, for example, cultural values of the traditional owners of the area; and whether the proposed taking or interfering with, or the proposed use of, the water is likely to— have a direct adverse effect on groundwater; or lead to degradation, including salinity, of land or downstream watercourses; and whether the proposed use of the water is consistent with— the SEQ regional plan; and any system operating plan applying to the plan area; and any regional water security program for the SEQ region.\n(sec.26-ssec.2) Subsection&#160;(1) does not limit the matters the chief executive may consider.\n- (a) the need for, and efficiency of, current and proposed uses of water including— (i) the extent to which water is being taken under authorisations in the plan area; and (ii) emerging requirements for additional water, in and outside the plan area, and the likely timeframe in which the additional water will be required; and (iii) alternative water sources including, for example, recycled water and water savings from improvements in the efficiency of water use; and\n- (i) the extent to which water is being taken under authorisations in the plan area; and\n- (ii) emerging requirements for additional water, in and outside the plan area, and the likely timeframe in which the additional water will be required; and\n- (iii) alternative water sources including, for example, recycled water and water savings from improvements in the efficiency of water use; and\n- (b) the availability of an alternative water supply for the purpose for which the water is required; and\n- (c) the impact the proposed taking of or interfering with the water may have on the following— (i) water quality; (ii) brackish water habitats in estuarine reaches; (iii) inundation of habitats; (iv) the movement of fish and other aquatic species; (v) the natural movement and delivery of sediment, and the delivery of fresh water, natural nutrients or organic matter, to Moreton Bay or Pumicestone Channel; (vi) recreation and aesthetic values; (vii) cultural values, including, for example, cultural values of the traditional owners of the area; and\n- (i) water quality;\n- (ii) brackish water habitats in estuarine reaches;\n- (iii) inundation of habitats;\n- (iv) the movement of fish and other aquatic species;\n- (v) the natural movement and delivery of sediment, and the delivery of fresh water, natural nutrients or organic matter, to Moreton Bay or Pumicestone Channel;\n- (vi) recreation and aesthetic values;\n- (vii) cultural values, including, for example, cultural values of the traditional owners of the area; and\n- (d) whether the proposed taking or interfering with, or the proposed use of, the water is likely to— (i) have a direct adverse effect on groundwater; or (ii) lead to degradation, including salinity, of land or downstream watercourses; and\n- (i) have a direct adverse effect on groundwater; or\n- (ii) lead to degradation, including salinity, of land or downstream watercourses; and\n- (e) whether the proposed use of the water is consistent with— (i) the SEQ regional plan; and (ii) any system operating plan applying to the plan area; and (iii) any regional water security program for the SEQ region.\n- (i) the SEQ regional plan; and\n- (ii) any system operating plan applying to the plan area; and\n- (iii) any regional water security program for the SEQ region.\n- (i) the extent to which water is being taken under authorisations in the plan area; and\n- (ii) emerging requirements for additional water, in and outside the plan area, and the likely timeframe in which the additional water will be required; and\n- (iii) alternative water sources including, for example, recycled water and water savings from improvements in the efficiency of water use; and\n- (i) water quality;\n- (ii) brackish water habitats in estuarine reaches;\n- (iii) inundation of habitats;\n- (iv) the movement of fish and other aquatic species;\n- (v) the natural movement and delivery of sediment, and the delivery of fresh water, natural nutrients or organic matter, to Moreton Bay or Pumicestone Channel;\n- (vi) recreation and aesthetic values;\n- (vii) cultural values, including, for example, cultural values of the traditional owners of the area; and\n- (i) have a direct adverse effect on groundwater; or\n- (ii) lead to degradation, including salinity, of land or downstream watercourses; and\n- (i) the SEQ regional plan; and\n- (ii) any system operating plan applying to the plan area; and\n- (iii) any regional water security program for the SEQ region.","sortOrder":41},{"sectionNumber":"pt.5-div.4","sectionType":"division","heading":null,"content":"","sortOrder":42},{"sectionNumber":"sec.27","sectionType":"section","heading":null,"content":"### Section sec.27\n\ns&#160;27 amd 2017 SL&#160;No.&#160;199 s&#160;6\nom 2019 SL&#160;No.&#160;251 s&#160;19","sortOrder":43},{"sectionNumber":"sec.28","sectionType":"section","heading":null,"content":"### Section sec.28\n\ns&#160;28 om 2019 SL&#160;No.&#160;251 s&#160;19","sortOrder":44},{"sectionNumber":"sec.29","sectionType":"section","heading":null,"content":"### Section sec.29\n\ns&#160;29 om 2019 SL&#160;No.&#160;251 s&#160;19","sortOrder":45},{"sectionNumber":"sec.30","sectionType":"section","heading":null,"content":"### Section sec.30\n\ns&#160;30 om 2019 SL&#160;No.&#160;251 s&#160;19","sortOrder":46},{"sectionNumber":"sec.31","sectionType":"section","heading":null,"content":"### Section sec.31\n\ns&#160;31 om 2019 SL&#160;No.&#160;251 s&#160;19","sortOrder":47},{"sectionNumber":"sec.32","sectionType":"section","heading":null,"content":"### Section sec.32\n\ns&#160;32 om 2019 SL&#160;No.&#160;251 s&#160;19","sortOrder":48},{"sectionNumber":"sec.33","sectionType":"section","heading":null,"content":"### Section sec.33\n\ns&#160;33 om 2019 SL&#160;No.&#160;251 s&#160;19","sortOrder":49},{"sectionNumber":"sec.34","sectionType":"section","heading":null,"content":"### Section sec.34\n\ns&#160;34 om 2019 SL&#160;No.&#160;251 s&#160;19","sortOrder":50},{"sectionNumber":"sec.35","sectionType":"section","heading":null,"content":"### Section sec.35\n\ns&#160;35 om 2019 SL&#160;No.&#160;251 s&#160;19","sortOrder":51},{"sectionNumber":"pt.5-div.5","sectionType":"division","heading":"Resource operations licences","content":"## Resource operations licences","sortOrder":52},{"sectionNumber":"sec.36","sectionType":"section","heading":"Water entitlements to be managed under resource operations licences","content":"### sec.36 Water entitlements to be managed under resource operations licences\n\nWater allocations for the following water supply schemes are to be managed under the resource operations licence for the scheme—\nCentral Lockyer Valley water supply scheme;\nLower Lockyer Valley water supply scheme;\nWarrill Valley water supply scheme.\ns&#160;36 amd 2008 Act&#160;No.&#160;34 s&#160;751 sch&#160;2\nsub 2014 SL&#160;No.&#160;142 s&#160;185\n- (a) Central Lockyer Valley water supply scheme;\n- (b) Lower Lockyer Valley water supply scheme;\n- (c) Warrill Valley water supply scheme.","sortOrder":53},{"sectionNumber":"sec.37","sectionType":"section","heading":"Deciding operating arrangements and supply requirements","content":"### sec.37 Deciding operating arrangements and supply requirements\n\nIn deciding the operating arrangements and supply requirements for water infrastructure and proposed water infrastructure under the resource operations licence for each water supply scheme mentioned in section&#160;36 , the chief executive must consider—\nthe impact of the infrastructure’s or proposed infrastructure’s operation on the following—\nthe water allocation security objectives;\nwater quality;\nbrackish water habitats in estuarine reaches;\ninstream water levels;\nerosion of the bed and banks of watercourses;\nriparian vegetation;\nthe extent to which artificial variations in instream water levels and flows may adversely affect natural ecosystems;\nrecreation and aesthetic values of the plan area;\ncultural values, including, for example, cultural values of the traditional owners of the plan area; and\nthe impact of the infrastructure or proposed infrastructure on the movement of fish and other aquatic species; and\nthe impact of the transfer of water between watercourses; and\nthe likelihood of fish deaths caused by the operation of the infrastructure; and\nthe joint operation of existing and proposed infrastructure; and\nany system operating plan applying to the plan area; and\nany regional water security program for the SEQ region.\nSubsection&#160;(1) does not limit the matters the chief executive may consider.\ns&#160;37 amd 2014 SL&#160;No.&#160;142 s&#160;186\n(sec.37-ssec.1) In deciding the operating arrangements and supply requirements for water infrastructure and proposed water infrastructure under the resource operations licence for each water supply scheme mentioned in section&#160;36 , the chief executive must consider— the impact of the infrastructure’s or proposed infrastructure’s operation on the following— the water allocation security objectives; water quality; brackish water habitats in estuarine reaches; instream water levels; erosion of the bed and banks of watercourses; riparian vegetation; the extent to which artificial variations in instream water levels and flows may adversely affect natural ecosystems; recreation and aesthetic values of the plan area; cultural values, including, for example, cultural values of the traditional owners of the plan area; and the impact of the infrastructure or proposed infrastructure on the movement of fish and other aquatic species; and the impact of the transfer of water between watercourses; and the likelihood of fish deaths caused by the operation of the infrastructure; and the joint operation of existing and proposed infrastructure; and any system operating plan applying to the plan area; and any regional water security program for the SEQ region.\n(sec.37-ssec.2) Subsection&#160;(1) does not limit the matters the chief executive may consider.\n- (a) the impact of the infrastructure’s or proposed infrastructure’s operation on the following— (i) the water allocation security objectives; (ii) water quality; (iii) brackish water habitats in estuarine reaches; (iv) instream water levels; (v) erosion of the bed and banks of watercourses; (vi) riparian vegetation; (vii) the extent to which artificial variations in instream water levels and flows may adversely affect natural ecosystems; (viii) recreation and aesthetic values of the plan area; (ix) cultural values, including, for example, cultural values of the traditional owners of the plan area; and\n- (i) the water allocation security objectives;\n- (ii) water quality;\n- (iii) brackish water habitats in estuarine reaches;\n- (iv) instream water levels;\n- (v) erosion of the bed and banks of watercourses;\n- (vi) riparian vegetation;\n- (vii) the extent to which artificial variations in instream water levels and flows may adversely affect natural ecosystems;\n- (viii) recreation and aesthetic values of the plan area;\n- (ix) cultural values, including, for example, cultural values of the traditional owners of the plan area; and\n- (b) the impact of the infrastructure or proposed infrastructure on the movement of fish and other aquatic species; and\n- (c) the impact of the transfer of water between watercourses; and\n- (d) the likelihood of fish deaths caused by the operation of the infrastructure; and\n- (e) the joint operation of existing and proposed infrastructure; and\n- (f) any system operating plan applying to the plan area; and\n- (g) any regional water security program for the SEQ region.\n- (i) the water allocation security objectives;\n- (ii) water quality;\n- (iii) brackish water habitats in estuarine reaches;\n- (iv) instream water levels;\n- (v) erosion of the bed and banks of watercourses;\n- (vi) riparian vegetation;\n- (vii) the extent to which artificial variations in instream water levels and flows may adversely affect natural ecosystems;\n- (viii) recreation and aesthetic values of the plan area;\n- (ix) cultural values, including, for example, cultural values of the traditional owners of the plan area; and","sortOrder":54},{"sectionNumber":"pt.5-div.6","sectionType":"division","heading":"Water entitlements","content":"## Water entitlements","sortOrder":55},{"sectionNumber":"sec.38","sectionType":"section","heading":"Authorising existing taking of water from Morton Vale Pipeline zone","content":"### sec.38 Authorising existing taking of water from Morton Vale Pipeline zone\n\nThe chief executive must grant 2 water allocations to the bulk water supply authority to take surface water from the Morton Vale Pipeline zone.\nThe first water allocation—\nmust state a nominal volume of 3,507ML; and\nbelongs to the medium priority B group.\nThe second water allocation—\nmust state a nominal volume of 185ML; and\nbelongs to the high priority group.\ns&#160;38 prev s&#160;38 om 2014 SL&#160;No.&#160;142 s&#160;187\npres s&#160;38 ins 2019 SL&#160;No.&#160;251 s&#160;20\n(sec.38-ssec.1) The chief executive must grant 2 water allocations to the bulk water supply authority to take surface water from the Morton Vale Pipeline zone.\n(sec.38-ssec.2) The first water allocation— must state a nominal volume of 3,507ML; and belongs to the medium priority B group.\n(sec.38-ssec.3) The second water allocation— must state a nominal volume of 185ML; and belongs to the high priority group.\n- (a) must state a nominal volume of 3,507ML; and\n- (b) belongs to the medium priority B group.\n- (a) must state a nominal volume of 185ML; and\n- (b) belongs to the high priority group.","sortOrder":56},{"sectionNumber":"sec.39","sectionType":"section","heading":"Matters for chief executive to consider","content":"### sec.39 Matters for chief executive to consider\n\nThis section applies to the chief executive in deciding the water allocation dealing rules to be included in the water management protocol for the water allocation granted under section&#160;38 (1) .\nThe chief executive must consider existing water use agreements and supply contracts between the bulk water supply authority and water users.\nSubsection&#160;(2) does not limit the matters the chief executive may consider.\ns&#160;39 prev s&#160;39 om 2014 SL&#160;No.&#160;142 s&#160;187\npres s&#160;39 ins 2019 SL&#160;No.&#160;251 s&#160;20\n(sec.39-ssec.1) This section applies to the chief executive in deciding the water allocation dealing rules to be included in the water management protocol for the water allocation granted under section&#160;38 (1) .\n(sec.39-ssec.2) The chief executive must consider existing water use agreements and supply contracts between the bulk water supply authority and water users.\n(sec.39-ssec.3) Subsection&#160;(2) does not limit the matters the chief executive may consider.","sortOrder":57},{"sectionNumber":"pt.5-div.7","sectionType":"division","heading":"Converting authorisations to water allocations","content":"## Converting authorisations to water allocations","sortOrder":58},{"sectionNumber":"sec.40","sectionType":"section","heading":"Purpose of division","content":"### sec.40 Purpose of division\n\nThis division states, for section&#160;43 (2) (g) of the Act , the arrangements and process for converting, under a water entitlement notice for this plan, particular authorisations to water allocations.\ns&#160;40 prev s&#160;40 amd 2008 Act&#160;No.&#160;34 s&#160;751 sch&#160;2\nom 2014 SL&#160;No.&#160;142 s&#160;188\npres s&#160;40 ins 2019 SL&#160;No.&#160;251 s&#160;21","sortOrder":59},{"sectionNumber":"sec.41","sectionType":"section","heading":"Authorisations may be converted to water allocations","content":"### sec.41 Authorisations may be converted to water allocations\n\nA water entitlement notice may, under section&#160;70 (1) (a) of the Act , implement this plan by providing for an authorisation to take surface water from the Central Lockyer Valley water supply scheme to be converted to a water allocation to take surface water from the Central Lockyer Valley water supply scheme.\ns&#160;41 prev s&#160;41 amd 2008 Act&#160;No.&#160;34 s&#160;751 sch&#160;2\nom 2014 SL&#160;No.&#160;142 s&#160;188\npres s&#160;41 ins 2019 SL&#160;No.&#160;251 s&#160;21","sortOrder":60},{"sectionNumber":"sec.42","sectionType":"section","heading":null,"content":"### Section sec.42\n\ns&#160;42 amd 2017 SL&#160;No.&#160;199 s&#160;7\nom 2019 SL&#160;No.&#160;251 s&#160;20","sortOrder":61},{"sectionNumber":"sec.43","sectionType":"section","heading":null,"content":"### Section sec.43\n\ns&#160;43 sub 2014 SL&#160;No.&#160;142 s&#160;190\namd 2017 SL&#160;No.&#160;199 s&#160;8\nom 2019 SL&#160;No.&#160;251 s&#160;21","sortOrder":62},{"sectionNumber":"sec.44","sectionType":"section","heading":"Location for taking water","content":"### sec.44 Location for taking water\n\nThe location for taking water stated on a water allocation must include the place at which water could have been taken under the authorisation.","sortOrder":63},{"sectionNumber":"sec.45","sectionType":"section","heading":"Purpose to be stated on water allocation","content":"### sec.45 Purpose to be stated on water allocation\n\nThe purpose stated on a water allocation must be—\nif the purpose stated on the authorisation is ‘distribution loss’—‘distribution loss’; or\notherwise—‘any’.\n- (a) if the purpose stated on the authorisation is ‘distribution loss’—‘distribution loss’; or\n- (b) otherwise—‘any’.","sortOrder":64},{"sectionNumber":"sec.46","sectionType":"section","heading":"Nominal volume for water allocation","content":"### sec.46 Nominal volume for water allocation\n\nThe nominal volume for a water allocation to take supplemented water is—\nif the authorisation states an annual volume—the stated volume; or\nif the authorisation is an interim water allocation to take supplemented water in the Central Lockyer Valley water supply scheme that states an area that may be irrigated—the volume decided by the chief executive having regard to the volume of water required to efficiently irrigate the area, but not more than the volume, expressed in megalitres, calculated by multiplying the area, in hectares, by 3.4.\n- (a) if the authorisation states an annual volume—the stated volume; or\n- (b) if the authorisation is an interim water allocation to take supplemented water in the Central Lockyer Valley water supply scheme that states an area that may be irrigated—the volume decided by the chief executive having regard to the volume of water required to efficiently irrigate the area, but not more than the volume, expressed in megalitres, calculated by multiplying the area, in hectares, by 3.4.","sortOrder":65},{"sectionNumber":"sec.47","sectionType":"section","heading":"Priority groups","content":"### sec.47 Priority groups\n\nIn the Central Brisbane River, Pine Valleys and Stanley River water supply schemes, a water allocation to take supplemented water belongs to—\nfor an authorisation to take water that states a volumetric limit—the medium priority group; and\nfor an authorisation to take water for water harvesting purposes in the Central Brisbane River water supply scheme—the medium priority group; and\nfor other authorisations—the high priority A group.\nIn the Central Lockyer Valley water supply scheme, a water allocation to take surface water belongs to—\nfor a water allocation to take surface water from the Morton Vale Pipeline zone—the medium priority B group or the high priority group; or\nfor a water allocation to take surface water from a zone other than the Morton Vale Pipeline zone—the medium priority C group.\nIn the Cressbrook Creek water supply scheme, a water allocation to take supplemented water belongs to the high priority A group.\nIn the Lower Lockyer Valley water supply scheme, a water allocation to take supplemented water belongs to the medium priority group.\nIn the Warrill Valley water supply scheme, a water allocation to take supplemented water belongs to the medium priority group or the high priority C group.\nIn the Caboolture River, a water allocation to take supplemented water belongs to the high priority B group.\ns&#160;47 amd 2008 SL&#160;No.&#160;362 s&#160;3 ; 2019 SL&#160;No.&#160;251 s&#160;22 ; 2020 SL&#160;No.&#160;240 s&#160;3\n(sec.47-ssec.1) In the Central Brisbane River, Pine Valleys and Stanley River water supply schemes, a water allocation to take supplemented water belongs to— for an authorisation to take water that states a volumetric limit—the medium priority group; and for an authorisation to take water for water harvesting purposes in the Central Brisbane River water supply scheme—the medium priority group; and for other authorisations—the high priority A group.\n(sec.47-ssec.2) In the Central Lockyer Valley water supply scheme, a water allocation to take surface water belongs to— for a water allocation to take surface water from the Morton Vale Pipeline zone—the medium priority B group or the high priority group; or for a water allocation to take surface water from a zone other than the Morton Vale Pipeline zone—the medium priority C group.\n(sec.47-ssec.3) In the Cressbrook Creek water supply scheme, a water allocation to take supplemented water belongs to the high priority A group.\n(sec.47-ssec.4) In the Lower Lockyer Valley water supply scheme, a water allocation to take supplemented water belongs to the medium priority group.\n(sec.47-ssec.5) In the Warrill Valley water supply scheme, a water allocation to take supplemented water belongs to the medium priority group or the high priority C group.\n(sec.47-ssec.6) In the Caboolture River, a water allocation to take supplemented water belongs to the high priority B group.\n- (a) for an authorisation to take water that states a volumetric limit—the medium priority group; and\n- (b) for an authorisation to take water for water harvesting purposes in the Central Brisbane River water supply scheme—the medium priority group; and\n- (c) for other authorisations—the high priority A group.\n- (a) for a water allocation to take surface water from the Morton Vale Pipeline zone—the medium priority B group or the high priority group; or\n- (b) for a water allocation to take surface water from a zone other than the Morton Vale Pipeline zone—the medium priority C group.","sortOrder":66},{"sectionNumber":"sec.48","sectionType":"section","heading":"Elements of a water allocation","content":"### sec.48 Elements of a water allocation\n\nA water allocation to take unsupplemented water must state—\nthe maximum rate at which water may be taken under the allocation; and\nthe annual volumetric limit for the allocation.\ns&#160;48 sub 2014 SL&#160;No.&#160;142 s&#160;191\n- (a) the maximum rate at which water may be taken under the allocation; and\n- (b) the annual volumetric limit for the allocation.","sortOrder":67},{"sectionNumber":"sec.49","sectionType":"section","heading":"Nominal volume for water allocation","content":"### sec.49 Nominal volume for water allocation\n\nIn deciding the nominal volume for a water allocation to take unsupplemented water, the chief executive—\nmust consider, for each authorisation—\nthe local availability of water; and\nthe conditions under which water may be taken under the authorisation; and\nthe volume of water required to efficiently irrigate the area being irrigated under the authorisation; and\nthe water taking capacity of any works, in existence on the commencement of this plan, for taking water under the authorisation; and\nthe annual volumes of water estimated by the chief executive to have been taken under the authorisation during the period, of not more than 10 years, immediately before the commencement of this plan; and\nthe efficiency of the use of the water mentioned in subparagraph&#160;(v) ; and\nmust ensure the following—\nfor all authorisations in a class A water allocation group in a subcatchment area mentioned in schedule&#160;10 , column 1—the simulated mean annual diversion for the water allocation group is not more than the volume stated in column 2 of the schedule for the subcatchment area;\nfor all authorisations in a class B water allocation group in a subcatchment area mentioned in schedule&#160;10 , column 1—the simulated mean annual diversion for the water allocation group is not more than the volume stated in column 3 of the schedule for the subcatchment area;\nfor all authorisations in a class C water allocation group in a subcatchment area mentioned in schedule&#160;10 , column 1—the simulated mean annual diversion for the water allocation group is not more than the volume stated in column 4 of the schedule for the subcatchment area;\nfor all authorisations in a class D water allocation group in a subcatchment area mentioned in schedule&#160;10 , column 1—the simulated mean annual diversion for the water allocation group is not more than the volume stated in column 5 of the schedule for the subcatchment area;\nfor all authorisations in a class E water allocation group in a subcatchment area mentioned in schedule&#160;10 , column 1—the simulated mean annual diversion for the water allocation group is not more than the volume stated in column 6 of the schedule for the subcatchment area.\n- (a) must consider, for each authorisation— (i) the local availability of water; and (ii) the conditions under which water may be taken under the authorisation; and (iii) the volume of water required to efficiently irrigate the area being irrigated under the authorisation; and (iv) the water taking capacity of any works, in existence on the commencement of this plan, for taking water under the authorisation; and (v) the annual volumes of water estimated by the chief executive to have been taken under the authorisation during the period, of not more than 10 years, immediately before the commencement of this plan; and (vi) the efficiency of the use of the water mentioned in subparagraph&#160;(v) ; and\n- (i) the local availability of water; and\n- (ii) the conditions under which water may be taken under the authorisation; and\n- (iii) the volume of water required to efficiently irrigate the area being irrigated under the authorisation; and\n- (iv) the water taking capacity of any works, in existence on the commencement of this plan, for taking water under the authorisation; and\n- (v) the annual volumes of water estimated by the chief executive to have been taken under the authorisation during the period, of not more than 10 years, immediately before the commencement of this plan; and\n- (vi) the efficiency of the use of the water mentioned in subparagraph&#160;(v) ; and\n- (b) must ensure the following— (i) for all authorisations in a class A water allocation group in a subcatchment area mentioned in schedule&#160;10 , column 1—the simulated mean annual diversion for the water allocation group is not more than the volume stated in column 2 of the schedule for the subcatchment area; (ii) for all authorisations in a class B water allocation group in a subcatchment area mentioned in schedule&#160;10 , column 1—the simulated mean annual diversion for the water allocation group is not more than the volume stated in column 3 of the schedule for the subcatchment area; (iii) for all authorisations in a class C water allocation group in a subcatchment area mentioned in schedule&#160;10 , column 1—the simulated mean annual diversion for the water allocation group is not more than the volume stated in column 4 of the schedule for the subcatchment area; (iv) for all authorisations in a class D water allocation group in a subcatchment area mentioned in schedule&#160;10 , column 1—the simulated mean annual diversion for the water allocation group is not more than the volume stated in column 5 of the schedule for the subcatchment area; (v) for all authorisations in a class E water allocation group in a subcatchment area mentioned in schedule&#160;10 , column 1—the simulated mean annual diversion for the water allocation group is not more than the volume stated in column 6 of the schedule for the subcatchment area.\n- (i) for all authorisations in a class A water allocation group in a subcatchment area mentioned in schedule&#160;10 , column 1—the simulated mean annual diversion for the water allocation group is not more than the volume stated in column 2 of the schedule for the subcatchment area;\n- (ii) for all authorisations in a class B water allocation group in a subcatchment area mentioned in schedule&#160;10 , column 1—the simulated mean annual diversion for the water allocation group is not more than the volume stated in column 3 of the schedule for the subcatchment area;\n- (iii) for all authorisations in a class C water allocation group in a subcatchment area mentioned in schedule&#160;10 , column 1—the simulated mean annual diversion for the water allocation group is not more than the volume stated in column 4 of the schedule for the subcatchment area;\n- (iv) for all authorisations in a class D water allocation group in a subcatchment area mentioned in schedule&#160;10 , column 1—the simulated mean annual diversion for the water allocation group is not more than the volume stated in column 5 of the schedule for the subcatchment area;\n- (v) for all authorisations in a class E water allocation group in a subcatchment area mentioned in schedule&#160;10 , column 1—the simulated mean annual diversion for the water allocation group is not more than the volume stated in column 6 of the schedule for the subcatchment area.\n- (i) the local availability of water; and\n- (ii) the conditions under which water may be taken under the authorisation; and\n- (iii) the volume of water required to efficiently irrigate the area being irrigated under the authorisation; and\n- (iv) the water taking capacity of any works, in existence on the commencement of this plan, for taking water under the authorisation; and\n- (v) the annual volumes of water estimated by the chief executive to have been taken under the authorisation during the period, of not more than 10 years, immediately before the commencement of this plan; and\n- (vi) the efficiency of the use of the water mentioned in subparagraph&#160;(v) ; and\n- (i) for all authorisations in a class A water allocation group in a subcatchment area mentioned in schedule&#160;10 , column 1—the simulated mean annual diversion for the water allocation group is not more than the volume stated in column 2 of the schedule for the subcatchment area;\n- (ii) for all authorisations in a class B water allocation group in a subcatchment area mentioned in schedule&#160;10 , column 1—the simulated mean annual diversion for the water allocation group is not more than the volume stated in column 3 of the schedule for the subcatchment area;\n- (iii) for all authorisations in a class C water allocation group in a subcatchment area mentioned in schedule&#160;10 , column 1—the simulated mean annual diversion for the water allocation group is not more than the volume stated in column 4 of the schedule for the subcatchment area;\n- (iv) for all authorisations in a class D water allocation group in a subcatchment area mentioned in schedule&#160;10 , column 1—the simulated mean annual diversion for the water allocation group is not more than the volume stated in column 5 of the schedule for the subcatchment area;\n- (v) for all authorisations in a class E water allocation group in a subcatchment area mentioned in schedule&#160;10 , column 1—the simulated mean annual diversion for the water allocation group is not more than the volume stated in column 6 of the schedule for the subcatchment area.","sortOrder":68},{"sectionNumber":"sec.50","sectionType":"section","heading":"Annual volumetric limit for water allocation","content":"### sec.50 Annual volumetric limit for water allocation\n\nThe annual volumetric limit for a water allocation to take unsupplemented water is—\nif the authorisation states an annual volume of water—the stated volume; and\nif the authorisation does not state an annual volume of water—the volume decided by the chief executive having regard to—\nthe conditions under which water may be taken under the authorisation; and\nthe water taking capacity of any works, being used or authorised to be used, for taking water under the authorisation; and\nthe annual volumes of water estimated by the chief executive to have been taken under the authorisation during the period, of not more than 10 years, immediately before the commencement of this plan; and\nthe efficiency of the use of the water mentioned in subparagraph&#160;(iii) .\nSubsection&#160;(1) (b) does not limit the matters the chief executive may consider.\n(sec.50-ssec.1) The annual volumetric limit for a water allocation to take unsupplemented water is— if the authorisation states an annual volume of water—the stated volume; and if the authorisation does not state an annual volume of water—the volume decided by the chief executive having regard to— the conditions under which water may be taken under the authorisation; and the water taking capacity of any works, being used or authorised to be used, for taking water under the authorisation; and the annual volumes of water estimated by the chief executive to have been taken under the authorisation during the period, of not more than 10 years, immediately before the commencement of this plan; and the efficiency of the use of the water mentioned in subparagraph&#160;(iii) .\n(sec.50-ssec.2) Subsection&#160;(1) (b) does not limit the matters the chief executive may consider.\n- (a) if the authorisation states an annual volume of water—the stated volume; and\n- (b) if the authorisation does not state an annual volume of water—the volume decided by the chief executive having regard to— (i) the conditions under which water may be taken under the authorisation; and (ii) the water taking capacity of any works, being used or authorised to be used, for taking water under the authorisation; and (iii) the annual volumes of water estimated by the chief executive to have been taken under the authorisation during the period, of not more than 10 years, immediately before the commencement of this plan; and (iv) the efficiency of the use of the water mentioned in subparagraph&#160;(iii) .\n- (i) the conditions under which water may be taken under the authorisation; and\n- (ii) the water taking capacity of any works, being used or authorised to be used, for taking water under the authorisation; and\n- (iii) the annual volumes of water estimated by the chief executive to have been taken under the authorisation during the period, of not more than 10 years, immediately before the commencement of this plan; and\n- (iv) the efficiency of the use of the water mentioned in subparagraph&#160;(iii) .\n- (i) the conditions under which water may be taken under the authorisation; and\n- (ii) the water taking capacity of any works, being used or authorised to be used, for taking water under the authorisation; and\n- (iii) the annual volumes of water estimated by the chief executive to have been taken under the authorisation during the period, of not more than 10 years, immediately before the commencement of this plan; and\n- (iv) the efficiency of the use of the water mentioned in subparagraph&#160;(iii) .","sortOrder":69},{"sectionNumber":"sec.51","sectionType":"section","heading":null,"content":"### Section sec.51\n\ns&#160;51 om 2014 SL&#160;No.&#160;142 s&#160;192","sortOrder":70},{"sectionNumber":"sec.52","sectionType":"section","heading":"Maximum rates","content":"### sec.52 Maximum rates\n\nThe maximum rate at which unsupplemented water may be taken under a water allocation is—\nif the authorisation states a maximum rate—the stated rate; and\nif the authorisation does not state a maximum rate but a related development permit states a pump size mentioned in schedule&#160;11 , column 1—\nif the authorisation holder satisfies the chief executive that the actual rate at which water can be taken is different from the rate stated in schedule&#160;11 , column 2, for the pump size—the rate decided by the chief executive having regard to—\nthe conditions under which water may be taken; and\nthe water taking capacity of the pump to which the development permit relates (the existing pump ) under normal operating conditions; and\nthe irrigation or water distribution system related to the existing pump during the period of not more than 10 years immediately before the commencement of this plan; and\nthe efficiency of the irrigation or water distribution system mentioned in subsubparagraph (C); or\notherwise—the rate stated in schedule&#160;11 , column 2, for the pump size; and\nif the authorisation does not state a maximum rate but a related development permit states a pump size other than a pump size mentioned in schedule&#160;11 , column 1—the rate decided by the chief executive having regard to the matters mentioned in paragraph&#160;(b) (i) (A) to (D); and\nif paragraphs&#160;(a) to (c) do not apply—the rate decided by the chief executive having regard to—\nthe nature of the authorisation; and\nan estimate of the rate, or measurement of the actual rate, at which water is taken under the authorisation.\n- (a) if the authorisation states a maximum rate—the stated rate; and\n- (b) if the authorisation does not state a maximum rate but a related development permit states a pump size mentioned in schedule&#160;11 , column 1— (i) if the authorisation holder satisfies the chief executive that the actual rate at which water can be taken is different from the rate stated in schedule&#160;11 , column 2, for the pump size—the rate decided by the chief executive having regard to— (A) the conditions under which water may be taken; and (B) the water taking capacity of the pump to which the development permit relates (the existing pump ) under normal operating conditions; and (C) the irrigation or water distribution system related to the existing pump during the period of not more than 10 years immediately before the commencement of this plan; and (D) the efficiency of the irrigation or water distribution system mentioned in subsubparagraph (C); or (ii) otherwise—the rate stated in schedule&#160;11 , column 2, for the pump size; and\n- (i) if the authorisation holder satisfies the chief executive that the actual rate at which water can be taken is different from the rate stated in schedule&#160;11 , column 2, for the pump size—the rate decided by the chief executive having regard to— (A) the conditions under which water may be taken; and (B) the water taking capacity of the pump to which the development permit relates (the existing pump ) under normal operating conditions; and (C) the irrigation or water distribution system related to the existing pump during the period of not more than 10 years immediately before the commencement of this plan; and (D) the efficiency of the irrigation or water distribution system mentioned in subsubparagraph (C); or\n- (A) the conditions under which water may be taken; and\n- (B) the water taking capacity of the pump to which the development permit relates (the existing pump ) under normal operating conditions; and\n- (C) the irrigation or water distribution system related to the existing pump during the period of not more than 10 years immediately before the commencement of this plan; and\n- (D) the efficiency of the irrigation or water distribution system mentioned in subsubparagraph (C); or\n- (ii) otherwise—the rate stated in schedule&#160;11 , column 2, for the pump size; and\n- (c) if the authorisation does not state a maximum rate but a related development permit states a pump size other than a pump size mentioned in schedule&#160;11 , column 1—the rate decided by the chief executive having regard to the matters mentioned in paragraph&#160;(b) (i) (A) to (D); and\n- (d) if paragraphs&#160;(a) to (c) do not apply—the rate decided by the chief executive having regard to— (i) the nature of the authorisation; and (ii) an estimate of the rate, or measurement of the actual rate, at which water is taken under the authorisation.\n- (i) the nature of the authorisation; and\n- (ii) an estimate of the rate, or measurement of the actual rate, at which water is taken under the authorisation.\n- (i) if the authorisation holder satisfies the chief executive that the actual rate at which water can be taken is different from the rate stated in schedule&#160;11 , column 2, for the pump size—the rate decided by the chief executive having regard to— (A) the conditions under which water may be taken; and (B) the water taking capacity of the pump to which the development permit relates (the existing pump ) under normal operating conditions; and (C) the irrigation or water distribution system related to the existing pump during the period of not more than 10 years immediately before the commencement of this plan; and (D) the efficiency of the irrigation or water distribution system mentioned in subsubparagraph (C); or\n- (A) the conditions under which water may be taken; and\n- (B) the water taking capacity of the pump to which the development permit relates (the existing pump ) under normal operating conditions; and\n- (C) the irrigation or water distribution system related to the existing pump during the period of not more than 10 years immediately before the commencement of this plan; and\n- (D) the efficiency of the irrigation or water distribution system mentioned in subsubparagraph (C); or\n- (ii) otherwise—the rate stated in schedule&#160;11 , column 2, for the pump size; and\n- (A) the conditions under which water may be taken; and\n- (B) the water taking capacity of the pump to which the development permit relates (the existing pump ) under normal operating conditions; and\n- (C) the irrigation or water distribution system related to the existing pump during the period of not more than 10 years immediately before the commencement of this plan; and\n- (D) the efficiency of the irrigation or water distribution system mentioned in subsubparagraph (C); or\n- (i) the nature of the authorisation; and\n- (ii) an estimate of the rate, or measurement of the actual rate, at which water is taken under the authorisation.","sortOrder":71},{"sectionNumber":"sec.53","sectionType":"section","heading":"Conditions","content":"### sec.53 Conditions\n\nIn deciding the conditions under which water may be taken under a water allocation to take unsupplemented water, the chief executive must have regard to the conditions stated on the authorisation.","sortOrder":72},{"sectionNumber":"sec.54","sectionType":"section","heading":"Water allocation groups","content":"### sec.54 Water allocation groups\n\nA water allocation to take unsupplemented water belongs to—\nfor an authorisation, or part of an authorisation, to take water for irrigation purposes or that the chief executive decides is for irrigation purposes—a class A water allocation group; or\nfor an authorisation to take unsupplemented water in any of the following areas—a class B water allocation group—\nCentral Brisbane River water supply scheme;\nCentral Lockyer Valley water supply scheme;\nLower Lockyer Valley water supply scheme;\nPine Valleys water supply scheme;\nStanley River water supply scheme;\nWarrill Valley water supply scheme; or\nfor an authorisation to take unsupplemented water other than from a water supply scheme for water harvesting purposes or that the chief executive decides is for water harvesting purposes—a class C water allocation group; or\nfor an authorisation for town water supply purposes—a class D water allocation group; or\nfor any other authorisation—a class E water allocation group.\n- (a) for an authorisation, or part of an authorisation, to take water for irrigation purposes or that the chief executive decides is for irrigation purposes—a class A water allocation group; or\n- (b) for an authorisation to take unsupplemented water in any of the following areas—a class B water allocation group— (i) Central Brisbane River water supply scheme; (ii) Central Lockyer Valley water supply scheme; (iii) Lower Lockyer Valley water supply scheme; (iv) Pine Valleys water supply scheme; (v) Stanley River water supply scheme; (vi) Warrill Valley water supply scheme; or\n- (i) Central Brisbane River water supply scheme;\n- (ii) Central Lockyer Valley water supply scheme;\n- (iii) Lower Lockyer Valley water supply scheme;\n- (iv) Pine Valleys water supply scheme;\n- (v) Stanley River water supply scheme;\n- (vi) Warrill Valley water supply scheme; or\n- (c) for an authorisation to take unsupplemented water other than from a water supply scheme for water harvesting purposes or that the chief executive decides is for water harvesting purposes—a class C water allocation group; or\n- (d) for an authorisation for town water supply purposes—a class D water allocation group; or\n- (e) for any other authorisation—a class E water allocation group.\n- (i) Central Brisbane River water supply scheme;\n- (ii) Central Lockyer Valley water supply scheme;\n- (iii) Lower Lockyer Valley water supply scheme;\n- (iv) Pine Valleys water supply scheme;\n- (v) Stanley River water supply scheme;\n- (vi) Warrill Valley water supply scheme; or","sortOrder":73},{"sectionNumber":"pt.5-div.8","sectionType":"division","heading":"Water licences for taking unsupplemented water","content":"## Water licences for taking unsupplemented water","sortOrder":74},{"sectionNumber":"sec.55","sectionType":"section","heading":"Elements of a water licence","content":"### sec.55 Elements of a water licence\n\nA water licence to take unsupplemented water must state—\nan annual volumetric limit; and\nthe maximum rate at which water may be taken under the water licence during a particular period of time or in particular circumstances; and\na purpose of ‘any’.\ns&#160;55 amd 2019 SL&#160;No.&#160;251 s&#160;23\n- (a) an annual volumetric limit; and\n- (b) the maximum rate at which water may be taken under the water licence during a particular period of time or in particular circumstances; and\n- (c) a purpose of ‘any’.","sortOrder":75},{"sectionNumber":"sec.56","sectionType":"section","heading":"Amending water licences","content":"### sec.56 Amending water licences\n\nThis section applies to a water licence to take unsupplemented water in force on the commencement of this plan.\nThe licence may be amended to state the following—\nthe purpose for which water may be taken under the licence;\nthe annual volumetric limit for the licence;\nthe maximum rate at which water may be taken under the licence;\nthe flow conditions for the licence;\nany other conditions decided by the chief executive.\ns&#160;56 amd 2014 SL&#160;No.&#160;142 s&#160;193 ; 2017 SL&#160;No.&#160;199 s&#160;9\n(sec.56-ssec.1) This section applies to a water licence to take unsupplemented water in force on the commencement of this plan.\n(sec.56-ssec.2) The licence may be amended to state the following— the purpose for which water may be taken under the licence; the annual volumetric limit for the licence; the maximum rate at which water may be taken under the licence; the flow conditions for the licence; any other conditions decided by the chief executive.\n- (a) the purpose for which water may be taken under the licence;\n- (b) the annual volumetric limit for the licence;\n- (c) the maximum rate at which water may be taken under the licence;\n- (d) the flow conditions for the licence;\n- (e) any other conditions decided by the chief executive.","sortOrder":76},{"sectionNumber":"sec.57","sectionType":"section","heading":"Annual volumetric limit for water licence","content":"### sec.57 Annual volumetric limit for water licence\n\nThe annual volumetric limit to take unsupplemented water for a water licence mentioned in section&#160;56 (1) is the annual volumetric limit mentioned in section&#160;50 or decided by the chief executive under that section as if the water licence were a water allocation.\ns&#160;57 sub 2014 SL&#160;No.&#160;142 s&#160;194","sortOrder":77},{"sectionNumber":"sec.58","sectionType":"section","heading":"Maximum rates","content":"### sec.58 Maximum rates\n\nThe maximum rate at which unsupplemented water may be taken under a water licence mentioned in section&#160;56 (1) is the maximum rate mentioned in section&#160;52 or decided by the chief executive under that section as if the water licence were a water allocation.\ns&#160;58 sub 2014 SL&#160;No.&#160;142 s&#160;194","sortOrder":78},{"sectionNumber":"pt.5-div.9","sectionType":"division","heading":null,"content":"","sortOrder":79},{"sectionNumber":"sec.59","sectionType":"section","heading":null,"content":"### Section sec.59\n\ns&#160;59 om 2014 SL&#160;No.&#160;142 s&#160;195","sortOrder":80},{"sectionNumber":"sec.60","sectionType":"section","heading":null,"content":"### Section sec.60\n\ns&#160;60 om 2014 SL&#160;No.&#160;142 s&#160;195","sortOrder":81},{"sectionNumber":"pt.5-div.10","sectionType":"division","heading":"Miscellaneous","content":"## Miscellaneous","sortOrder":82},{"sectionNumber":"sec.61","sectionType":"section","heading":"Releasing water through fish ways","content":"### sec.61 Releasing water through fish ways\n\nIf water to which this plan applies can be released from a dam or weir through fish ways, each resource operations licence must include environmental management rules for the release of the water.\ns&#160;61 amd 2017 SL&#160;No.&#160;199 s&#160;10","sortOrder":83},{"sectionNumber":"pt.6","sectionType":"part","heading":"Strategies for achieving outcomes (groundwater)","content":"# Strategies for achieving outcomes (groundwater)","sortOrder":84},{"sectionNumber":"pt.6-div.1","sectionType":"division","heading":"Preliminary","content":"## Preliminary","sortOrder":85},{"sectionNumber":"sec.62","sectionType":"section","heading":"Strategies for groundwater","content":"### sec.62 Strategies for groundwater\n\nThis part—\napplies only to groundwater; and\nstates the strategies for achieving the outcomes mentioned in part&#160;3 .\n- (a) applies only to groundwater; and\n- (b) states the strategies for achieving the outcomes mentioned in part&#160;3 .","sortOrder":86},{"sectionNumber":"pt.6-div.1A","sectionType":"division","heading":"Decisions about groundwater made under this plan","content":"## Decisions about groundwater made under this plan","sortOrder":87},{"sectionNumber":"sec.62A","sectionType":"section","heading":"Application of division","content":"### sec.62A Application of division\n\nThis division applies to decisions about the allocation or management of groundwater to which this plan applies.\ns&#160;62A ins 2019 SL&#160;No.&#160;251 s&#160;24","sortOrder":88},{"sectionNumber":"sec.62B","sectionType":"section","heading":"Decision about groundwater to be consistent with objectives","content":"### sec.62B Decision about groundwater to be consistent with objectives\n\nA decision about the allocation or management of groundwater to which this plan applies, other than a decision about a water permit, must be consistent with the water allocation security objectives stated in section&#160;17 .\ns&#160;62B ins 2019 SL&#160;No.&#160;251 s&#160;24","sortOrder":89},{"sectionNumber":"pt.6-div.2","sectionType":"division","heading":"Cressbrook Creek alluvial groundwater management area","content":"## Cressbrook Creek alluvial groundwater management area","sortOrder":90},{"sectionNumber":"sec.63","sectionType":"section","heading":"Limitation on taking groundwater— Act , s&#160;101","content":"### sec.63 Limitation on taking groundwater— Act , s&#160;101\n\nA person may not take groundwater in the Cressbrook Creek alluvial groundwater management area (the management area ) other than—\nfor stock or domestic purposes; or\nunder a water entitlement or water permit; or\nto allow monitoring or salinity control.\ns&#160;63 amd 2013 Act&#160;No.&#160;23 s&#160;352 s ch&#160;1 pt&#160;2 ; 2017 SL&#160;No.&#160;199 s&#160;11\n- (a) for stock or domestic purposes; or\n- (b) under a water entitlement or water permit; or\n- (c) to allow monitoring or salinity control.","sortOrder":91},{"sectionNumber":"sec.64","sectionType":"section","heading":"Decisions about taking groundwater","content":"### sec.64 Decisions about taking groundwater\n\nThe chief executive must not make a decision, about the allocation or management of groundwater in the management area, that would increase the average volume of groundwater that may be taken in the management area.\nA decision mentioned in subsection&#160;(1) includes a decision about an application for a water licence, made but not decided before the commencement of this plan.\nSubsections&#160;(1) and (2) do not apply to a decision—\nabout a water permit; or\nabout reinstating or replacing an expired water licence; or\nabout water sharing rules.\ns&#160;64 amd 2017 SL&#160;No.&#160;199 s&#160;12\n(sec.64-ssec.1) The chief executive must not make a decision, about the allocation or management of groundwater in the management area, that would increase the average volume of groundwater that may be taken in the management area.\n(sec.64-ssec.2) A decision mentioned in subsection&#160;(1) includes a decision about an application for a water licence, made but not decided before the commencement of this plan.\n(sec.64-ssec.3) Subsections&#160;(1) and (2) do not apply to a decision— about a water permit; or about reinstating or replacing an expired water licence; or about water sharing rules.\n- (a) about a water permit; or\n- (b) about reinstating or replacing an expired water licence; or\n- (c) about water sharing rules.","sortOrder":92},{"sectionNumber":"sec.65","sectionType":"section","heading":"Amending water licences to take groundwater","content":"### sec.65 Amending water licences to take groundwater\n\nThis section applies to a water licence to take groundwater in force on the commencement of this plan.\nThe chief executive may amend the water licence to state—\nan annual volumetric limit for the licence; and\nany other condition decided by the chief executive.\nIn deciding the annual volumetric limit for a water licence, the chief executive must have regard to—\nthe water taking capacity of any works, in existence on the commencement of this plan, for taking water under the water licence; and\nthe annual volumes of groundwater estimated by the chief executive to have been taken during the period, of not more than 10 years, immediately before the commencement of this plan; and\nthe efficiency of the use of the water mentioned in paragraph&#160;(b) ; and\nthe impact the taking of groundwater under the water licence has on the flow of surface water; and\ndata collected by the chief executive about groundwater levels; and\nwhether the amount of water to be taken under the water licence is consistent with the outcomes mentioned in part&#160;3 and the objectives of this plan.\ns&#160;65 amd 2017 SL&#160;No.&#160;199 s&#160;13\n(sec.65-ssec.1) This section applies to a water licence to take groundwater in force on the commencement of this plan.\n(sec.65-ssec.2) The chief executive may amend the water licence to state— an annual volumetric limit for the licence; and any other condition decided by the chief executive.\n(sec.65-ssec.3) In deciding the annual volumetric limit for a water licence, the chief executive must have regard to— the water taking capacity of any works, in existence on the commencement of this plan, for taking water under the water licence; and the annual volumes of groundwater estimated by the chief executive to have been taken during the period, of not more than 10 years, immediately before the commencement of this plan; and the efficiency of the use of the water mentioned in paragraph&#160;(b) ; and the impact the taking of groundwater under the water licence has on the flow of surface water; and data collected by the chief executive about groundwater levels; and whether the amount of water to be taken under the water licence is consistent with the outcomes mentioned in part&#160;3 and the objectives of this plan.\n- (a) an annual volumetric limit for the licence; and\n- (b) any other condition decided by the chief executive.\n- (a) the water taking capacity of any works, in existence on the commencement of this plan, for taking water under the water licence; and\n- (b) the annual volumes of groundwater estimated by the chief executive to have been taken during the period, of not more than 10 years, immediately before the commencement of this plan; and\n- (c) the efficiency of the use of the water mentioned in paragraph&#160;(b) ; and\n- (d) the impact the taking of groundwater under the water licence has on the flow of surface water; and\n- (e) data collected by the chief executive about groundwater levels; and\n- (f) whether the amount of water to be taken under the water licence is consistent with the outcomes mentioned in part&#160;3 and the objectives of this plan.","sortOrder":93},{"sectionNumber":"pt.6-div.3","sectionType":"division","heading":"Lockyer Valley groundwater management area","content":"## Lockyer Valley groundwater management area","sortOrder":94},{"sectionNumber":"sec.66","sectionType":"section","heading":"Limitation on taking groundwater— Act , s&#160;101","content":"### sec.66 Limitation on taking groundwater— Act , s&#160;101\n\nA person may not take groundwater in the Lockyer Valley groundwater management area (the management area ) other than—\nfor stock or domestic purposes; or\nunder a water entitlement or water permit; or\nto allow monitoring or salinity control; or\nunder an authorisation under section&#160;72 .\ns&#160;66 amd 2013 Act&#160;No.&#160;23 s&#160;352 s ch&#160;1 pt&#160;2 ; 2017 SL&#160;No.&#160;199 s&#160;14\n- (a) for stock or domestic purposes; or\n- (b) under a water entitlement or water permit; or\n- (c) to allow monitoring or salinity control; or\n- (d) under an authorisation under section&#160;72 .","sortOrder":95},{"sectionNumber":"sec.67","sectionType":"section","heading":"Decisions about taking groundwater","content":"### sec.67 Decisions about taking groundwater\n\nThe chief executive must not make a decision, about the allocation or management of groundwater in the management area, that would increase the average volume of groundwater that may be taken in the management area.\nA decision mentioned in subsection&#160;(1) includes a decision about an application for a water licence, made but not decided before the commencement of this plan.\nSubsections&#160;(1) and (2) do not apply to a decision—\nabout a water permit; or\nabout reinstating or replacing an expired water licence; or\nabout water sharing rules.\ns&#160;67 amd 2017 SL&#160;No.&#160;199 s&#160;15\n(sec.67-ssec.1) The chief executive must not make a decision, about the allocation or management of groundwater in the management area, that would increase the average volume of groundwater that may be taken in the management area.\n(sec.67-ssec.2) A decision mentioned in subsection&#160;(1) includes a decision about an application for a water licence, made but not decided before the commencement of this plan.\n(sec.67-ssec.3) Subsections&#160;(1) and (2) do not apply to a decision— about a water permit; or about reinstating or replacing an expired water licence; or about water sharing rules.\n- (a) about a water permit; or\n- (b) about reinstating or replacing an expired water licence; or\n- (c) about water sharing rules.","sortOrder":96},{"sectionNumber":"sec.68","sectionType":"section","heading":"Supplemented and unsupplemented groundwater areas","content":"### sec.68 Supplemented and unsupplemented groundwater areas\n\nGroundwater unit 1 in implementation area 1 consists of—\nthe supplemented groundwater area; and\nthe unsupplemented groundwater area.\nSee subdivision&#160;4 (Water sharing rules) for the process for managing groundwater in the unsupplemented groundwater area.\nThe supplemented groundwater area is supplemented by the release of surface water from the Central Lockyer Valley water supply scheme.\n(sec.68-ssec.1) Groundwater unit 1 in implementation area 1 consists of— the supplemented groundwater area; and the unsupplemented groundwater area. See subdivision&#160;4 (Water sharing rules) for the process for managing groundwater in the unsupplemented groundwater area.\n(sec.68-ssec.2) The supplemented groundwater area is supplemented by the release of surface water from the Central Lockyer Valley water supply scheme.\n- (a) the supplemented groundwater area; and\n- (b) the unsupplemented groundwater area. Note— See subdivision&#160;4 (Water sharing rules) for the process for managing groundwater in the unsupplemented groundwater area.","sortOrder":97},{"sectionNumber":"sec.69","sectionType":"section","heading":null,"content":"### Section sec.69\n\ns&#160;69 om 2017 SL&#160;No.&#160;199 s&#160;16","sortOrder":98},{"sectionNumber":"sec.70","sectionType":"section","heading":"Implementation areas 2A, 2B and 3","content":"### sec.70 Implementation areas 2A, 2B and 3\n\nGroundwater unit 1 in implementation area 2A, 2B or 3 consists of the unsupplemented groundwater area.\nSee subdivision&#160;4 (Water sharing rules) for the process for managing groundwater in the unsupplemented groundwater area.\ns&#160;70 amd 2019 SL&#160;No.&#160;251 s&#160;26","sortOrder":99},{"sectionNumber":"sec.71","sectionType":"section","heading":null,"content":"### Section sec.71\n\ns&#160;71 om 2017 SL&#160;No.&#160;199 s&#160;17","sortOrder":100},{"sectionNumber":"sec.72","sectionType":"section","heading":"Continued taking of groundwater authorised","content":"### sec.72 Continued taking of groundwater authorised\n\nAn owner of land in implementation area 2A, 2B, 3 or 4 who, on the commencement of this plan, is using an existing water bore on the land to take groundwater may continue to take groundwater using the bore.\nIf the chief executive is reasonably satisfied the outcomes mentioned in part&#160;3 or the objectives mentioned in part&#160;4 are not being achieved, the chief executive may, under section&#160;116 of the Act , grant a water licence to the owner to take groundwater using the bore.\nThe water licence must state an annual volumetric limit for the licence.\ns&#160;72 amd 2017 SL&#160;No.&#160;199 s&#160;18 ; 2019 SL&#160;No.&#160;251 s&#160;27\n(sec.72-ssec.1) An owner of land in implementation area 2A, 2B, 3 or 4 who, on the commencement of this plan, is using an existing water bore on the land to take groundwater may continue to take groundwater using the bore.\n(sec.72-ssec.2) If the chief executive is reasonably satisfied the outcomes mentioned in part&#160;3 or the objectives mentioned in part&#160;4 are not being achieved, the chief executive may, under section&#160;116 of the Act , grant a water licence to the owner to take groundwater using the bore.\n(sec.72-ssec.3) The water licence must state an annual volumetric limit for the licence.","sortOrder":101},{"sectionNumber":"sec.73","sectionType":"section","heading":"Granting water licences","content":"### sec.73 Granting water licences\n\nThis section applies if, under section&#160;36 of the Act , a chief executive’s notice requires the owner of land in implementation area 2A, 2B, 3 or 4 on which there are existing works for taking water to notify the chief executive of the works and the water use.\nAfter the chief executive receives the notice, the chief executive may, under section&#160;116 of the Act , grant a water licence to the owner to continue to take groundwater using the works.\nFor groundwater unit 2, the water licence must state an annual volumetric limit for the licence.\nIn deciding the annual volumetric limit for the water licence for groundwater unit 2, the chief executive must have regard to—\nthe water taking capacity of the works; and\nthe annual volume of groundwater estimated by the chief executive to have been taken during the period, of not more than 10 years, immediately before the commencement; and\nthe efficiency of the use of the water mentioned in paragraph&#160;(b) ; and\ndata collected by the chief executive about groundwater levels; and\nwhether the amount of water to be taken under the licence is consistent with the outcomes mentioned in part&#160;3 and the objectives of this plan.\ns&#160;73 amd 2011 Act&#160;No.&#160;40 s&#160;107 sch ; 2017 SL&#160;No.&#160;199 s&#160;19 ; 2019 SL&#160;No.&#160;251 s&#160;28\n(sec.73-ssec.1) This section applies if, under section&#160;36 of the Act , a chief executive’s notice requires the owner of land in implementation area 2A, 2B, 3 or 4 on which there are existing works for taking water to notify the chief executive of the works and the water use.\n(sec.73-ssec.2) After the chief executive receives the notice, the chief executive may, under section&#160;116 of the Act , grant a water licence to the owner to continue to take groundwater using the works.\n(sec.73-ssec.3) For groundwater unit 2, the water licence must state an annual volumetric limit for the licence.\n(sec.73-ssec.4) In deciding the annual volumetric limit for the water licence for groundwater unit 2, the chief executive must have regard to— the water taking capacity of the works; and the annual volume of groundwater estimated by the chief executive to have been taken during the period, of not more than 10 years, immediately before the commencement; and the efficiency of the use of the water mentioned in paragraph&#160;(b) ; and data collected by the chief executive about groundwater levels; and whether the amount of water to be taken under the licence is consistent with the outcomes mentioned in part&#160;3 and the objectives of this plan.\n- (a) the water taking capacity of the works; and\n- (b) the annual volume of groundwater estimated by the chief executive to have been taken during the period, of not more than 10 years, immediately before the commencement; and\n- (c) the efficiency of the use of the water mentioned in paragraph&#160;(b) ; and\n- (d) data collected by the chief executive about groundwater levels; and\n- (e) whether the amount of water to be taken under the licence is consistent with the outcomes mentioned in part&#160;3 and the objectives of this plan.","sortOrder":102},{"sectionNumber":"sec.74","sectionType":"section","heading":"Water sharing rules for unsupplemented groundwater","content":"### sec.74 Water sharing rules for unsupplemented groundwater\n\nThe water management protocol must contain water sharing rules for the unsupplemented groundwater in groundwater unit 1 in the management area.\nIn developing the water sharing rules for the management area, the chief executive must consult with water users and water service providers in the area.\ns&#160;74 amd 2017 SL&#160;No.&#160;199 s&#160;20\n(sec.74-ssec.1) The water management protocol must contain water sharing rules for the unsupplemented groundwater in groundwater unit 1 in the management area.\n(sec.74-ssec.2) In developing the water sharing rules for the management area, the chief executive must consult with water users and water service providers in the area.","sortOrder":103},{"sectionNumber":"sec.75","sectionType":"section","heading":"Amending water licences to state an annual volumetric limit","content":"### sec.75 Amending water licences to state an annual volumetric limit\n\nThis section applies if the chief executive is reasonably satisfied the water sharing rules for an implementation area are not achieving the outcomes mentioned in part&#160;3 or the objectives of this plan.\nThe chief executive may amend the water licences in the implementation area to state annual volumetric limits for the licences.\ns&#160;75 amd 2017 SL&#160;No.&#160;199 s&#160;21\n(sec.75-ssec.1) This section applies if the chief executive is reasonably satisfied the water sharing rules for an implementation area are not achieving the outcomes mentioned in part&#160;3 or the objectives of this plan.\n(sec.75-ssec.2) The chief executive may amend the water licences in the implementation area to state annual volumetric limits for the licences.","sortOrder":104},{"sectionNumber":"pt.6-div.4","sectionType":"division","heading":"Warrill-Bremer alluvial groundwater management area","content":"## Warrill-Bremer alluvial groundwater management area","sortOrder":105},{"sectionNumber":"sec.76","sectionType":"section","heading":"Limitation on taking groundwater— Act , s&#160;101","content":"### sec.76 Limitation on taking groundwater— Act , s&#160;101\n\nA person may not take groundwater in the Warrill-Bremer alluvial groundwater management area (the management area ) other than—\nfor stock or domestic purposes; or\nunder a water entitlement or water permit; or\nto allow monitoring or salinity control; or\nunder an authorisation under section&#160;78 .\ns&#160;76 amd 2013 Act&#160;No.&#160;23 s&#160;352 s ch&#160;1 pt&#160;2 ; 2017 SL&#160;No.&#160;199 s&#160;22\n- (a) for stock or domestic purposes; or\n- (b) under a water entitlement or water permit; or\n- (c) to allow monitoring or salinity control; or\n- (d) under an authorisation under section&#160;78 .","sortOrder":106},{"sectionNumber":"sec.77","sectionType":"section","heading":"Decisions about taking groundwater","content":"### sec.77 Decisions about taking groundwater\n\nThe chief executive must not make a decision, about the allocation or management of groundwater in the management area, that would increase the average volume of groundwater that may be taken in the management area.\nSubsection&#160;(1) does not apply to a decision—\nabout a water permit; or\nabout water sharing rules; or\nabout taking groundwater for an allowable urban purpose.\ns&#160;77 amd 2017 SL&#160;No.&#160;199 s&#160;23\n(sec.77-ssec.1) The chief executive must not make a decision, about the allocation or management of groundwater in the management area, that would increase the average volume of groundwater that may be taken in the management area.\n(sec.77-ssec.2) Subsection&#160;(1) does not apply to a decision— about a water permit; or about water sharing rules; or about taking groundwater for an allowable urban purpose.\n- (a) about a water permit; or\n- (b) about water sharing rules; or\n- (c) about taking groundwater for an allowable urban purpose.","sortOrder":107},{"sectionNumber":"sec.78","sectionType":"section","heading":"Continued taking of groundwater authorised","content":"### sec.78 Continued taking of groundwater authorised\n\nAn owner of land in the management area who, on the commencement of this plan, is using an existing water bore on the land to take groundwater may continue to take groundwater using the bore.\nIf the chief executive is reasonably satisfied the outcomes mentioned in part&#160;3 or the objectives mentioned in part&#160;4 are not being achieved, the chief executive may, under section&#160;116 of the Act , grant a water licence to the owner to take groundwater using the bore.\nThe water licence must state an annual volumetric limit for the licence.\ns&#160;78 amd 2017 SL&#160;No.&#160;199 s&#160;24\n(sec.78-ssec.1) An owner of land in the management area who, on the commencement of this plan, is using an existing water bore on the land to take groundwater may continue to take groundwater using the bore.\n(sec.78-ssec.2) If the chief executive is reasonably satisfied the outcomes mentioned in part&#160;3 or the objectives mentioned in part&#160;4 are not being achieved, the chief executive may, under section&#160;116 of the Act , grant a water licence to the owner to take groundwater using the bore.\n(sec.78-ssec.3) The water licence must state an annual volumetric limit for the licence.","sortOrder":108},{"sectionNumber":"sec.79","sectionType":"section","heading":"Granting water licences","content":"### sec.79 Granting water licences\n\nThis section applies if, under section&#160;36 of the Act , a chief executive’s notice requires the owner of land who is authorised under section&#160;78 (1) to take groundwater using an existing water bore to notify the chief executive of the bore and the water use.\nAfter the chief executive receives the notice, the chief executive may, under section&#160;116 of the Act , grant a water licence to the owner to take groundwater using the bore.\nIn deciding the annual volumetric limit for the licence, the chief executive must have regard to—\nthe water taking capacity of the bore; and\nthe annual volume of groundwater estimated by the chief executive to have been taken during the period, of not more than 10 years, immediately before the commencement; and\nthe efficiency of the use of the water mentioned in paragraph&#160;(b) ; and\nthe impact on surface water flows; and\ndata collected by the chief executive about groundwater levels; and\nwhether the amount of water to be taken under the licence is consistent with the outcomes mentioned in part&#160;3 and the objectives of this plan.\ns&#160;79 amd 2011 Act&#160;No.&#160;40 s&#160;107 sch ; 2017 SL&#160;No.&#160;199 s&#160;25\n(sec.79-ssec.1) This section applies if, under section&#160;36 of the Act , a chief executive’s notice requires the owner of land who is authorised under section&#160;78 (1) to take groundwater using an existing water bore to notify the chief executive of the bore and the water use.\n(sec.79-ssec.2) After the chief executive receives the notice, the chief executive may, under section&#160;116 of the Act , grant a water licence to the owner to take groundwater using the bore.\n(sec.79-ssec.3) In deciding the annual volumetric limit for the licence, the chief executive must have regard to— the water taking capacity of the bore; and the annual volume of groundwater estimated by the chief executive to have been taken during the period, of not more than 10 years, immediately before the commencement; and the efficiency of the use of the water mentioned in paragraph&#160;(b) ; and the impact on surface water flows; and data collected by the chief executive about groundwater levels; and whether the amount of water to be taken under the licence is consistent with the outcomes mentioned in part&#160;3 and the objectives of this plan.\n- (a) the water taking capacity of the bore; and\n- (b) the annual volume of groundwater estimated by the chief executive to have been taken during the period, of not more than 10 years, immediately before the commencement; and\n- (c) the efficiency of the use of the water mentioned in paragraph&#160;(b) ; and\n- (d) the impact on surface water flows; and\n- (e) data collected by the chief executive about groundwater levels; and\n- (f) whether the amount of water to be taken under the licence is consistent with the outcomes mentioned in part&#160;3 and the objectives of this plan.","sortOrder":109},{"sectionNumber":"sec.80","sectionType":"section","heading":"Granting water licence to take groundwater for allowable urban purpose","content":"### sec.80 Granting water licence to take groundwater for allowable urban purpose\n\nThe chief executive may grant a water licence to take groundwater for an allowable urban purpose using a bore.\nThe maximum rate at which groundwater may be taken under the water licence is 5L/sec.\n(sec.80-ssec.1) The chief executive may grant a water licence to take groundwater for an allowable urban purpose using a bore.\n(sec.80-ssec.2) The maximum rate at which groundwater may be taken under the water licence is 5L/sec.","sortOrder":110},{"sectionNumber":"pt.6-div.5","sectionType":"division","heading":"Watercourse buffer zone groundwater management area","content":"## Watercourse buffer zone groundwater management area","sortOrder":111},{"sectionNumber":"sec.81","sectionType":"section","heading":"Boundaries of watercourse buffer zone","content":"### sec.81 Boundaries of watercourse buffer zone\n\nThe watercourse buffer zone groundwater management area (the watercourse buffer zone ) consists of, for each watercourse or lake mentioned in schedule&#160;12 , column 1—\nthe reach of the watercourse or lake stated in column 2 of the schedule; and\nthe area between the high bank of the watercourse or lake and the setback distance stated in column 3 of the schedule.\n- (a) the reach of the watercourse or lake stated in column 2 of the schedule; and\n- (b) the area between the high bank of the watercourse or lake and the setback distance stated in column 3 of the schedule.","sortOrder":112},{"sectionNumber":"sec.82","sectionType":"section","heading":"Limitation on taking groundwater— Act , s&#160;101","content":"### sec.82 Limitation on taking groundwater— Act , s&#160;101\n\nA person may not take groundwater in the watercourse buffer zone other than—\nfor stock or domestic purposes; or\nto allow monitoring or salinity control; or\nunder an authorisation under section&#160;83 .\ns&#160;82 amd 2013 Act&#160;No.&#160;23 s&#160;352 s ch&#160;1 pt&#160;2 ; 2017 SL&#160;No.&#160;199 s&#160;26\n- (a) for stock or domestic purposes; or\n- (b) to allow monitoring or salinity control; or\n- (c) under an authorisation under section&#160;83 .","sortOrder":113},{"sectionNumber":"sec.83","sectionType":"section","heading":"Continued taking of groundwater authorised","content":"### sec.83 Continued taking of groundwater authorised\n\nThe owner of land in the watercourse buffer zone on which an existing water bore is situated may continue to take groundwater using the bore.","sortOrder":114},{"sectionNumber":"pt.6-div.6","sectionType":"division","heading":"Converting water licences to water allocations to take supplemented groundwater","content":"## Converting water licences to water allocations to take supplemented groundwater","sortOrder":115},{"sectionNumber":"sec.84","sectionType":"section","heading":"Purpose of division","content":"### sec.84 Purpose of division\n\nThis division states, for section&#160;43 (2) (g) of the Act , the arrangements and process for converting, under a water entitlement notice for this plan, particular water licences to water allocations.\ns&#160;84 prev s&#160;84 amd 2009 SL&#160;No.&#160;280 s&#160;195 ; 2014 Act&#160;No.&#160;29 s&#160;158\nom 2016 SL&#160;No.&#160;216 s&#160;146 sch&#160;20\npres s&#160;84 ins 2019 SL&#160;No.&#160;251 s&#160;29","sortOrder":116},{"sectionNumber":"sec.84A","sectionType":"section","heading":"Definitions","content":"### sec.84A Definitions\n\nIn this division—\nadditional irrigable area see section&#160;84M .\nirrigable area see section&#160;84K .\npreliminary irrigable area see section&#160;84L .\nrelevant period means the period that starts on 1 July 2007 and ends on 30 June 2018.\ns&#160;84A ins 2019 SL&#160;No.&#160;251 s&#160;29","sortOrder":117},{"sectionNumber":"sec.84B","sectionType":"section","heading":"Water licences may be converted to water allocations","content":"### sec.84B Water licences may be converted to water allocations\n\nThis section applies to a water licence to take supplemented groundwater from the Central Lockyer Valley water supply scheme for a purpose other than stock purposes or domestic purposes.\nA water entitlement notice may, under section&#160;70 (1) (a) of the Act , implement this plan by providing for 1 or more of the water licences to be converted to 1 or more water allocations to take supplemented groundwater from the Central Lockyer Valley water supply scheme.\ns&#160;84B ins 2019 SL&#160;No.&#160;251 s&#160;29\n(sec.84B-ssec.1) This section applies to a water licence to take supplemented groundwater from the Central Lockyer Valley water supply scheme for a purpose other than stock purposes or domestic purposes.\n(sec.84B-ssec.2) A water entitlement notice may, under section&#160;70 (1) (a) of the Act , implement this plan by providing for 1 or more of the water licences to be converted to 1 or more water allocations to take supplemented groundwater from the Central Lockyer Valley water supply scheme.","sortOrder":118},{"sectionNumber":"sec.84C","sectionType":"section","heading":"Location for taking water","content":"### sec.84C Location for taking water\n\nThe location from which water may be taken under a water allocation converted from 1 or more water licences must be a location—\nfrom which water could have been taken under—\nfor a water allocation converted from 1 water licence—the water licence; or\nfor a water allocation converted from more than 1 water licence—only 1 of the water licences; and\nthat is in a trading zone for groundwater.\ns&#160;84C ins 2019 SL&#160;No.&#160;251 s&#160;29\n- (a) from which water could have been taken under— (i) for a water allocation converted from 1 water licence—the water licence; or (ii) for a water allocation converted from more than 1 water licence—only 1 of the water licences; and\n- (i) for a water allocation converted from 1 water licence—the water licence; or\n- (ii) for a water allocation converted from more than 1 water licence—only 1 of the water licences; and\n- (b) that is in a trading zone for groundwater.\n- (i) for a water allocation converted from 1 water licence—the water licence; or\n- (ii) for a water allocation converted from more than 1 water licence—only 1 of the water licences; and","sortOrder":119},{"sectionNumber":"sec.84D","sectionType":"section","heading":"Nominal volumes for water allocations for water licences held by particular regional councils","content":"### sec.84D Nominal volumes for water allocations for water licences held by particular regional councils\n\nThe nominal volume for the water allocation converted from water licence 401310 held by the Lockyer Valley Regional Council is 60ML.\nThe nominal volume for the water allocation converted from water licences 66442G and 98268G held by the Lockyer Valley Regional Council is 10ML.\ns&#160;84D ins 2019 SL&#160;No.&#160;251 s&#160;29\n(sec.84D-ssec.1) The nominal volume for the water allocation converted from water licence 401310 held by the Lockyer Valley Regional Council is 60ML.\n(sec.84D-ssec.2) The nominal volume for the water allocation converted from water licences 66442G and 98268G held by the Lockyer Valley Regional Council is 10ML.","sortOrder":120},{"sectionNumber":"sec.84E","sectionType":"section","heading":"Nominal volumes—1 licence converted to 2 water allocations","content":"### sec.84E Nominal volumes—1 licence converted to 2 water allocations\n\nThis section applies if 1 water licence is converted to 2 water allocations (the first water allocation and the second water allocation respectively).\nThe nominal volume for the first water allocation is the volume, in megalitres, calculated by multiplying the irrigable area for the water licence by 2.\nThe nominal volume for the second water allocation is the volume, in megalitres, calculated by multiplying the irrigable area for the water licence by 4.\ns&#160;84E ins 2019 SL&#160;No.&#160;251 s&#160;29\n(sec.84E-ssec.1) This section applies if 1 water licence is converted to 2 water allocations (the first water allocation and the second water allocation respectively).\n(sec.84E-ssec.2) The nominal volume for the first water allocation is the volume, in megalitres, calculated by multiplying the irrigable area for the water licence by 2.\n(sec.84E-ssec.3) The nominal volume for the second water allocation is the volume, in megalitres, calculated by multiplying the irrigable area for the water licence by 4.","sortOrder":121},{"sectionNumber":"sec.84F","sectionType":"section","heading":"Nominal volumes—2 or more licences converted to 2 water allocations","content":"### sec.84F Nominal volumes—2 or more licences converted to 2 water allocations\n\nThis section applies if 2 or more water licences are converted to 2 water allocations (the first water allocation and the second water allocation respectively).\nThe nominal volume for the first water allocation is the volume, in megalitres, calculated by multiplying the combined irrigable area for the water licences by 2.\nThe nominal volume for the second water allocation is the volume, in megalitres, calculated by multiplying the combined irrigable area for the water licences by 4.\nIn this section—\ncombined irrigable area , for water licences, means the sum of the irrigable areas for the water licences.\ns&#160;84F ins 2019 SL&#160;No.&#160;251 s&#160;29\n(sec.84F-ssec.1) This section applies if 2 or more water licences are converted to 2 water allocations (the first water allocation and the second water allocation respectively).\n(sec.84F-ssec.2) The nominal volume for the first water allocation is the volume, in megalitres, calculated by multiplying the combined irrigable area for the water licences by 2.\n(sec.84F-ssec.3) The nominal volume for the second water allocation is the volume, in megalitres, calculated by multiplying the combined irrigable area for the water licences by 4.\n(sec.84F-ssec.4) In this section— combined irrigable area , for water licences, means the sum of the irrigable areas for the water licences.","sortOrder":122},{"sectionNumber":"sec.84G","sectionType":"section","heading":"Nominal volume—rounding down","content":"### sec.84G Nominal volume—rounding down\n\nIf the nominal volume for a water allocation worked out under section&#160;84E or 84F is not a whole number, the nominal volume for the water allocation must be rounded down to the nearest whole number.\ns&#160;84G ins 2019 SL&#160;No.&#160;251 s&#160;29","sortOrder":123},{"sectionNumber":"sec.84H","sectionType":"section","heading":"Priority group","content":"### sec.84H Priority group\n\nA water allocation with a nominal volume decided under section&#160;84E (2) or 84F (2) belongs to the medium priority A group.\nA water allocation with a nominal volume decided under section&#160;84E (3) or 84F (3) belongs to the low priority group.\ns&#160;84H ins 2019 SL&#160;No.&#160;251 s&#160;29\n(sec.84H-ssec.1) A water allocation with a nominal volume decided under section&#160;84E (2) or 84F (2) belongs to the medium priority A group.\n(sec.84H-ssec.2) A water allocation with a nominal volume decided under section&#160;84E (3) or 84F (3) belongs to the low priority group.","sortOrder":124},{"sectionNumber":"sec.84I","sectionType":"section","heading":"Purpose to be stated for taking water","content":"### sec.84I Purpose to be stated for taking water\n\nThe purpose to be stated for taking water under a water allocation converted from a water licence must be—\nfor a water allocation mentioned in section&#160;84D —‘urban’; or\notherwise—‘any’.\ns&#160;84I ins 2019 SL&#160;No.&#160;251 s&#160;29\n- (a) for a water allocation mentioned in section&#160;84D —‘urban’; or\n- (b) otherwise—‘any’.","sortOrder":125},{"sectionNumber":"sec.84J","sectionType":"section","heading":"Management of water allocations","content":"### sec.84J Management of water allocations\n\nWater allocations converted from water licences under this division are managed under the resource operations licence for the Central Lockyer Valley water supply scheme.\ns&#160;84J ins 2019 SL&#160;No.&#160;251 s&#160;29","sortOrder":126},{"sectionNumber":"sec.84K","sectionType":"section","heading":"Working out irrigable area","content":"### sec.84K Working out irrigable area\n\nThe irrigable area for a water licence is the area, in hectares, that is the total of—\nthe preliminary irrigable area for the water licence worked out under section&#160;84L ; and\nif an additional irrigable area for the water licence is worked out under section&#160;84M —the area worked out.\nThe irrigable area for a water licence is held in digital electronic form by the department and can be made available on request to the chief executive.\ns&#160;84K ins 2019 SL&#160;No.&#160;251 s&#160;29\n- (a) the preliminary irrigable area for the water licence worked out under section&#160;84L ; and\n- (b) if an additional irrigable area for the water licence is worked out under section&#160;84M —the area worked out.","sortOrder":127},{"sectionNumber":"sec.84L","sectionType":"section","heading":"Working out preliminary irrigable area","content":"### sec.84L Working out preliminary irrigable area\n\nThis section applies in relation to the land attached to a water licence on the commencement.\nThe preliminary irrigable area for the water licence is the area, in hectares, that is the sum of each of the following parts of the land—\nif the licence allows the whole of a parcel of land to be irrigated using water taken under the licence—the part of the land that the chief executive decides, having considered geological mapping and spatial imagery of the land, is—\nland with alluvium; or\nland without alluvium that has been irrigated, during the relevant period, using water taken under the licence from the land;\nif the licence allows only a part of a parcel of land to be irrigated using water taken under the licence—the part of the land.\nHowever, the preliminary irrigable area for the water licence does not include the area of any part of the land attached to the water licence that has been included in the preliminary irrigable area of another water licence.\ns&#160;84L ins 2019 SL&#160;No.&#160;251 s&#160;29\n(sec.84L-ssec.1) This section applies in relation to the land attached to a water licence on the commencement.\n(sec.84L-ssec.2) The preliminary irrigable area for the water licence is the area, in hectares, that is the sum of each of the following parts of the land— if the licence allows the whole of a parcel of land to be irrigated using water taken under the licence—the part of the land that the chief executive decides, having considered geological mapping and spatial imagery of the land, is— land with alluvium; or land without alluvium that has been irrigated, during the relevant period, using water taken under the licence from the land; if the licence allows only a part of a parcel of land to be irrigated using water taken under the licence—the part of the land.\n(sec.84L-ssec.3) However, the preliminary irrigable area for the water licence does not include the area of any part of the land attached to the water licence that has been included in the preliminary irrigable area of another water licence.\n- (a) if the licence allows the whole of a parcel of land to be irrigated using water taken under the licence—the part of the land that the chief executive decides, having considered geological mapping and spatial imagery of the land, is— (i) land with alluvium; or (ii) land without alluvium that has been irrigated, during the relevant period, using water taken under the licence from the land;\n- (i) land with alluvium; or\n- (ii) land without alluvium that has been irrigated, during the relevant period, using water taken under the licence from the land;\n- (b) if the licence allows only a part of a parcel of land to be irrigated using water taken under the licence—the part of the land.\n- (i) land with alluvium; or\n- (ii) land without alluvium that has been irrigated, during the relevant period, using water taken under the licence from the land;","sortOrder":128},{"sectionNumber":"sec.84M","sectionType":"section","heading":"Working out additional irrigable area","content":"### sec.84M Working out additional irrigable area\n\nThis section applies if—\nthe holder of a water licence to which section&#160;84B applies makes a submission under the Act , section&#160;72 about the draft water entitlement notice mentioned in section&#160;84B ; and\nthe submission states that—\nland (the relevant land ), owned by the licence holder but not attached to the water licence, was irrigated during the relevant period using groundwater taken from land attached to the water licence; and\nthe groundwater was taken from the Central Lockyer Valley water supply scheme using works located on land attached to the water licence; and\nthe groundwater was conveyed to the relevant land using a pipeline or channel; and\nthe area of the relevant land has not been included in the additional irrigable area for another water licence.\nThe additional irrigable area for the water licence is the total area, in hectares, of the relevant land, or the part of the relevant land, that the chief executives decides was irrigated during the relevant period in the way described in subsection&#160;(1) (b) .\ns&#160;84M ins 2019 SL&#160;No.&#160;251 s&#160;29\n(sec.84M-ssec.1) This section applies if— the holder of a water licence to which section&#160;84B applies makes a submission under the Act , section&#160;72 about the draft water entitlement notice mentioned in section&#160;84B ; and the submission states that— land (the relevant land ), owned by the licence holder but not attached to the water licence, was irrigated during the relevant period using groundwater taken from land attached to the water licence; and the groundwater was taken from the Central Lockyer Valley water supply scheme using works located on land attached to the water licence; and the groundwater was conveyed to the relevant land using a pipeline or channel; and the area of the relevant land has not been included in the additional irrigable area for another water licence.\n(sec.84M-ssec.2) The additional irrigable area for the water licence is the total area, in hectares, of the relevant land, or the part of the relevant land, that the chief executives decides was irrigated during the relevant period in the way described in subsection&#160;(1) (b) .\n- (a) the holder of a water licence to which section&#160;84B applies makes a submission under the Act , section&#160;72 about the draft water entitlement notice mentioned in section&#160;84B ; and\n- (b) the submission states that— (i) land (the relevant land ), owned by the licence holder but not attached to the water licence, was irrigated during the relevant period using groundwater taken from land attached to the water licence; and (ii) the groundwater was taken from the Central Lockyer Valley water supply scheme using works located on land attached to the water licence; and (iii) the groundwater was conveyed to the relevant land using a pipeline or channel; and\n- (i) land (the relevant land ), owned by the licence holder but not attached to the water licence, was irrigated during the relevant period using groundwater taken from land attached to the water licence; and\n- (ii) the groundwater was taken from the Central Lockyer Valley water supply scheme using works located on land attached to the water licence; and\n- (iii) the groundwater was conveyed to the relevant land using a pipeline or channel; and\n- (c) the area of the relevant land has not been included in the additional irrigable area for another water licence.\n- (i) land (the relevant land ), owned by the licence holder but not attached to the water licence, was irrigated during the relevant period using groundwater taken from land attached to the water licence; and\n- (ii) the groundwater was taken from the Central Lockyer Valley water supply scheme using works located on land attached to the water licence; and\n- (iii) the groundwater was conveyed to the relevant land using a pipeline or channel; and","sortOrder":129},{"sectionNumber":"pt.7","sectionType":"part","heading":"Strategies for achieving outcomes (overland flow water)","content":"# Strategies for achieving outcomes (overland flow water)","sortOrder":130},{"sectionNumber":"sec.85","sectionType":"section","heading":"Applications for water licences to take overland flow water must not be accepted","content":"### sec.85 Applications for water licences to take overland flow water must not be accepted\n\nFor section&#160;43 (2) (j) of the Act , the chief executive must not accept an application for a water licence to take overland flow water made under section&#160;107 of the Act .\ns&#160;85 amd 2013 Act&#160;No.&#160;23 s&#160;352 s ch&#160;1 pt&#160;2 ; 2017 SL&#160;No.&#160;103 s&#160;167 ; 2017 SL&#160;No.&#160;199 s&#160;27\nsub 2019 SL&#160;No.&#160;251 s&#160;30","sortOrder":131},{"sectionNumber":"sec.86","sectionType":"section","heading":"Limitation on taking overland flow water— Act , s&#160;101","content":"### sec.86 Limitation on taking overland flow water— Act , s&#160;101\n\nFor section&#160;101 (1) of the Act , a person must not take overland flow water to which this plan applies under section&#160;101 (1) (b) of the Act , unless the water is taken—\nfor stock or domestic purposes; or\nunder a water licence; or\nfor another purpose using works that have a capacity of not more than 5ML; or\nfor a purpose the chief executive reasonably considers is for water sensitive urban design; or\nto satisfy the requirements of—\nan environmental authority under the Environmental Protection Act 1994 ; or\na development permit for carrying out an environmentally relevant activity, other than a mining activity or petroleum activity, under the Environmental Protection Act 1994 ; or\nunder an authority under section&#160;87 .\nFor subsection&#160;(1) (e) , the volume of overland flow water taken must not be more than the amount necessary to satisfy the requirements of the environmental authority or development permit.\nIn this section—\nwater sensitive urban design means urban planning or design that includes integrated water cycle management.\ns&#160;86 sub 2019 SL&#160;No.&#160;251 s&#160;30\n(sec.86-ssec.1) For section&#160;101 (1) of the Act , a person must not take overland flow water to which this plan applies under section&#160;101 (1) (b) of the Act , unless the water is taken— for stock or domestic purposes; or under a water licence; or for another purpose using works that have a capacity of not more than 5ML; or for a purpose the chief executive reasonably considers is for water sensitive urban design; or to satisfy the requirements of— an environmental authority under the Environmental Protection Act 1994 ; or a development permit for carrying out an environmentally relevant activity, other than a mining activity or petroleum activity, under the Environmental Protection Act 1994 ; or under an authority under section&#160;87 .\n(sec.86-ssec.2) For subsection&#160;(1) (e) , the volume of overland flow water taken must not be more than the amount necessary to satisfy the requirements of the environmental authority or development permit.\n(sec.86-ssec.3) In this section— water sensitive urban design means urban planning or design that includes integrated water cycle management.\n- (a) for stock or domestic purposes; or\n- (b) under a water licence; or\n- (c) for another purpose using works that have a capacity of not more than 5ML; or\n- (d) for a purpose the chief executive reasonably considers is for water sensitive urban design; or\n- (e) to satisfy the requirements of— (i) an environmental authority under the Environmental Protection Act 1994 ; or (ii) a development permit for carrying out an environmentally relevant activity, other than a mining activity or petroleum activity, under the Environmental Protection Act 1994 ; or\n- (i) an environmental authority under the Environmental Protection Act 1994 ; or\n- (ii) a development permit for carrying out an environmentally relevant activity, other than a mining activity or petroleum activity, under the Environmental Protection Act 1994 ; or\n- (f) under an authority under section&#160;87 .\n- (i) an environmental authority under the Environmental Protection Act 1994 ; or\n- (ii) a development permit for carrying out an environmentally relevant activity, other than a mining activity or petroleum activity, under the Environmental Protection Act 1994 ; or","sortOrder":132},{"sectionNumber":"sec.87","sectionType":"section","heading":"Taking water using particular existing overland flow works authorised","content":"### sec.87 Taking water using particular existing overland flow works authorised\n\nThis section applies to the owner of land on which existing overland flow works are situated, other than works for only taking water that may be taken under section&#160;86 (1) (a) to (e) .\nThe owner is authorised to continue to use the existing overland flow works to take overland flow water.\ns&#160;87 amd 2011 Act&#160;No.&#160;40 s&#160;107 sch ; 2017 SL&#160;No.&#160;199 s&#160;28\nsub 2019 SL&#160;No.&#160;251 s&#160;30\n(sec.87-ssec.1) This section applies to the owner of land on which existing overland flow works are situated, other than works for only taking water that may be taken under section&#160;86 (1) (a) to (e) .\n(sec.87-ssec.2) The owner is authorised to continue to use the existing overland flow works to take overland flow water.","sortOrder":133},{"sectionNumber":"sec.88","sectionType":"section","heading":"Notification of reconfiguration of existing overland flow works","content":"### sec.88 Notification of reconfiguration of existing overland flow works\n\nThis section applies to an owner of land authorised to use existing overland flow works to take overland flow water under section&#160;87 .\nIf the owner reconfigures the works, the owner must give the chief executive notice, in the approved form, about the reconfiguration.\nIf the owner gives the notice mentioned in subsection&#160;(2) to the chief executive, and any further information the chief executive reasonably requires, the owner may continue to use the works to take overland flow water.\ns&#160;88 prev s&#160;88 amd 2009 SL&#160;No.&#160;280 s&#160;196 ; 2011 Act&#160;No.&#160;40 s&#160;107 sch\nom 2016 SL&#160;No.&#160;216 s&#160;146 sch&#160;20\npres s&#160;88 ins 2019 SL&#160;No.&#160;251 s&#160;30\n(sec.88-ssec.1) This section applies to an owner of land authorised to use existing overland flow works to take overland flow water under section&#160;87 .\n(sec.88-ssec.2) If the owner reconfigures the works, the owner must give the chief executive notice, in the approved form, about the reconfiguration.\n(sec.88-ssec.3) If the owner gives the notice mentioned in subsection&#160;(2) to the chief executive, and any further information the chief executive reasonably requires, the owner may continue to use the works to take overland flow water.","sortOrder":134},{"sectionNumber":"pt.8","sectionType":"part","heading":"Accounting period","content":"# Accounting period","sortOrder":135},{"sectionNumber":"sec.89","sectionType":"section","heading":"Accounting period for resource operations licences— Water Regulation 2016 , s&#160;142","content":"### sec.89 Accounting period for resource operations licences— Water Regulation 2016 , s&#160;142\n\nFor the Water Regulation 2016 , section&#160;142 (a) , the accounting period for a resource operations licence to take water from the Central Lockyer Valley water supply scheme is 1 January to 31 December.\ns&#160;89 prev s&#160;89 om 2014 SL&#160;No.&#160;142 s&#160;196\npres s&#160;89 ins 2019 SL&#160;No.&#160;251 s&#160;30","sortOrder":136},{"sectionNumber":"pt.9","sectionType":"part","heading":"Monitoring and reporting requirements","content":"# Monitoring and reporting requirements","sortOrder":137},{"sectionNumber":"sec.90","sectionType":"section","heading":"Monitoring and reporting requirements","content":"### sec.90 Monitoring and reporting requirements\n\nTo help the Minister assess the effectiveness of the management strategies for achieving the outcomes mentioned in part&#160;3 , the water management protocol must state—\nthe monitoring requirements for water and natural ecosystems for this plan; and\nthe reporting requirements for this plan for operators of infrastructure interfering with water in the plan area.\nAlso, a monitoring requirement for this plan is to monitor the pressure and levels of groundwater in the plan area.\nSubsections&#160;(1) and (2) do not limit the monitoring requirements the chief executive may impose for this plan.\ns&#160;90 sub 2014 SL&#160;No.&#160;142 s&#160;197\namd 2017 SL&#160;No.&#160;199 s&#160;29\n(sec.90-ssec.1) To help the Minister assess the effectiveness of the management strategies for achieving the outcomes mentioned in part&#160;3 , the water management protocol must state— the monitoring requirements for water and natural ecosystems for this plan; and the reporting requirements for this plan for operators of infrastructure interfering with water in the plan area.\n(sec.90-ssec.2) Also, a monitoring requirement for this plan is to monitor the pressure and levels of groundwater in the plan area.\n(sec.90-ssec.3) Subsections&#160;(1) and (2) do not limit the monitoring requirements the chief executive may impose for this plan.\n- (a) the monitoring requirements for water and natural ecosystems for this plan; and\n- (b) the reporting requirements for this plan for operators of infrastructure interfering with water in the plan area.","sortOrder":138},{"sectionNumber":"sec.91","sectionType":"section","heading":null,"content":"### Section sec.91\n\ns&#160;91 sub 2014 SL&#160;No.&#160;142 s&#160;197\nom 2016 SL&#160;No.&#160;216 s&#160;146 sch&#160;20","sortOrder":139},{"sectionNumber":"sec.92","sectionType":"section","heading":null,"content":"### Section sec.92\n\ns&#160;92 om 2014 SL&#160;No.&#160;142 s&#160;197","sortOrder":140},{"sectionNumber":"sec.93","sectionType":"section","heading":null,"content":"### Section sec.93\n\ns&#160;93 om 2014 SL&#160;No.&#160;142 s&#160;197","sortOrder":141},{"sectionNumber":"pt.10","sectionType":"part","heading":"Implementing and amending this plan","content":"# Implementing and amending this plan","sortOrder":142},{"sectionNumber":"sec.94","sectionType":"section","heading":"Priority areas for converting to, or granting, water allocations","content":"### sec.94 Priority areas for converting to, or granting, water allocations\n\nEach area described in schedule&#160;13 is a priority area for this plan for the conversion to, or granting of, water allocations to take water in the plan area.","sortOrder":143},{"sectionNumber":"sec.95","sectionType":"section","heading":"Implementation schedule","content":"### sec.95 Implementation schedule\n\nThis section states the proposed arrangements for implementing this plan.\nWithin 4 years after the commencement, it is proposed to amend this plan—\nto convert authorisations in the priority area to water allocations; and\nto deal with unallocated surface water available for future water requirements in the priority area.\nWithin 4 years after the commencement, it is proposed to amend—\nthe water management protocol to make water allocation change rules; and\neach resource operations licence that relates to the priority area—\nto make environmental management rules; and\nto implement the monitoring requirements in part&#160;9 for the priority area; and\nthe operations manual required under each resource operations licence that relates to the priority area to make—\nwater sharing rules; and\nseasonal water assignment rules.\nSubsections&#160;(2) and (3) do not limit the matters that may be included in the water management protocol.\ns&#160;95 sub 2017 SL&#160;No.&#160;199 s&#160;30\n(sec.95-ssec.1) This section states the proposed arrangements for implementing this plan.\n(sec.95-ssec.2) Within 4 years after the commencement, it is proposed to amend this plan— to convert authorisations in the priority area to water allocations; and to deal with unallocated surface water available for future water requirements in the priority area.\n(sec.95-ssec.3) Within 4 years after the commencement, it is proposed to amend— the water management protocol to make water allocation change rules; and each resource operations licence that relates to the priority area— to make environmental management rules; and to implement the monitoring requirements in part&#160;9 for the priority area; and the operations manual required under each resource operations licence that relates to the priority area to make— water sharing rules; and seasonal water assignment rules.\n(sec.95-ssec.4) Subsections&#160;(2) and (3) do not limit the matters that may be included in the water management protocol.\n- (a) to convert authorisations in the priority area to water allocations; and\n- (b) to deal with unallocated surface water available for future water requirements in the priority area.\n- (a) the water management protocol to make water allocation change rules; and\n- (b) each resource operations licence that relates to the priority area— (i) to make environmental management rules; and (ii) to implement the monitoring requirements in part&#160;9 for the priority area; and\n- (i) to make environmental management rules; and\n- (ii) to implement the monitoring requirements in part&#160;9 for the priority area; and\n- (c) the operations manual required under each resource operations licence that relates to the priority area to make— (i) water sharing rules; and (ii) seasonal water assignment rules.\n- (i) water sharing rules; and\n- (ii) seasonal water assignment rules.\n- (i) to make environmental management rules; and\n- (ii) to implement the monitoring requirements in part&#160;9 for the priority area; and\n- (i) water sharing rules; and\n- (ii) seasonal water assignment rules.","sortOrder":144},{"sectionNumber":"sec.96","sectionType":"section","heading":"Minor or stated amendment of plan— Act , s&#160;51","content":"### sec.96 Minor or stated amendment of plan— Act , s&#160;51\n\nThe following types of amendment may be made to this plan under section&#160;51 (2) (a) of the Act —\nan amendment or addition of an environmental flow objective if the amendment or addition achieves an equivalent or improved ecological outcome without adversely affecting the water allocation security objectives or the outcomes under part&#160;3 ;\nan amendment or addition of a water allocation security objective if the amendment or addition does not adversely affect existing water allocations, environmental flow objectives or the outcomes under part&#160;3 ;\nan amendment or addition of a priority area;\nan amendment or addition of a node;\nan amendment or addition of a priority group;\nan amendment or addition of a water allocation group;\nan amendment to subdivide a subcatchment area or amalgamate subcatchment areas;\nan amendment to the boundary of a groundwater management area;\nan amendment to the boundary of an implementation area;\nan amendment to subdivide an implementation area or amalgamate implementation areas;\nan amendment to the boundary, or the addition, of a watercourse buffer zone;\nan amendment to subdivide a volume, or amalgamate volumes, stated in schedule&#160;10 ;\nan amendment of the type of water entitlement that may be granted for town water supply purposes;\nan amendment or addition of a monitoring or reporting requirement under part&#160;9 .\ns&#160;96 amd 2017 SL&#160;No.&#160;199 s&#160;31 ; 2019 SL&#160;No.&#160;251 s&#160;31\n- (a) an amendment or addition of an environmental flow objective if the amendment or addition achieves an equivalent or improved ecological outcome without adversely affecting the water allocation security objectives or the outcomes under part&#160;3 ;\n- (b) an amendment or addition of a water allocation security objective if the amendment or addition does not adversely affect existing water allocations, environmental flow objectives or the outcomes under part&#160;3 ;\n- (c) an amendment or addition of a priority area;\n- (d) an amendment or addition of a node;\n- (e) an amendment or addition of a priority group;\n- (f) an amendment or addition of a water allocation group;\n- (g) an amendment to subdivide a subcatchment area or amalgamate subcatchment areas;\n- (h) an amendment to the boundary of a groundwater management area;\n- (i) an amendment to the boundary of an implementation area;\n- (j) an amendment to subdivide an implementation area or amalgamate implementation areas;\n- (k) an amendment to the boundary, or the addition, of a watercourse buffer zone;\n- (l) an amendment to subdivide a volume, or amalgamate volumes, stated in schedule&#160;10 ;\n- (m) an amendment of the type of water entitlement that may be granted for town water supply purposes;\n- (n) an amendment or addition of a monitoring or reporting requirement under part&#160;9 .","sortOrder":145},{"sectionNumber":"sec.97","sectionType":"section","heading":"Amending or replacing plan","content":"### sec.97 Amending or replacing plan\n\nThe Minister must consider amending this plan or preparing a new plan to replace this plan if the Minister is satisfied—\nin relation to the outcomes mentioned in part&#160;3 —\nwater entitlements in the plan area are not sufficient to meet water needs sourced from the plan area having regard to—\nthe extent to which water is being taken under the water entitlements; and\nthe efficiency of present, and expected future, water use; and\nemerging requirements for additional water; and\nalternative water sources including, for example, recycled water and water savings from improvements in the efficiency of water use; and\nthe likely timeframe in which additional water will be required; and\nthere are economically viable and ecologically sustainable uses for additional water; or\nthe plan is inconsistent with the SEQ regional plan.\n- (a) in relation to the outcomes mentioned in part&#160;3 — (i) water entitlements in the plan area are not sufficient to meet water needs sourced from the plan area having regard to— (A) the extent to which water is being taken under the water entitlements; and (B) the efficiency of present, and expected future, water use; and (C) emerging requirements for additional water; and (D) alternative water sources including, for example, recycled water and water savings from improvements in the efficiency of water use; and (E) the likely timeframe in which additional water will be required; and (ii) there are economically viable and ecologically sustainable uses for additional water; or\n- (i) water entitlements in the plan area are not sufficient to meet water needs sourced from the plan area having regard to— (A) the extent to which water is being taken under the water entitlements; and (B) the efficiency of present, and expected future, water use; and (C) emerging requirements for additional water; and (D) alternative water sources including, for example, recycled water and water savings from improvements in the efficiency of water use; and (E) the likely timeframe in which additional water will be required; and\n- (A) the extent to which water is being taken under the water entitlements; and\n- (B) the efficiency of present, and expected future, water use; and\n- (C) emerging requirements for additional water; and\n- (D) alternative water sources including, for example, recycled water and water savings from improvements in the efficiency of water use; and\n- (E) the likely timeframe in which additional water will be required; and\n- (ii) there are economically viable and ecologically sustainable uses for additional water; or\n- (b) the plan is inconsistent with the SEQ regional plan.\n- (i) water entitlements in the plan area are not sufficient to meet water needs sourced from the plan area having regard to— (A) the extent to which water is being taken under the water entitlements; and (B) the efficiency of present, and expected future, water use; and (C) emerging requirements for additional water; and (D) alternative water sources including, for example, recycled water and water savings from improvements in the efficiency of water use; and (E) the likely timeframe in which additional water will be required; and\n- (A) the extent to which water is being taken under the water entitlements; and\n- (B) the efficiency of present, and expected future, water use; and\n- (C) emerging requirements for additional water; and\n- (D) alternative water sources including, for example, recycled water and water savings from improvements in the efficiency of water use; and\n- (E) the likely timeframe in which additional water will be required; and\n- (ii) there are economically viable and ecologically sustainable uses for additional water; or\n- (A) the extent to which water is being taken under the water entitlements; and\n- (B) the efficiency of present, and expected future, water use; and\n- (C) emerging requirements for additional water; and\n- (D) alternative water sources including, for example, recycled water and water savings from improvements in the efficiency of water use; and\n- (E) the likely timeframe in which additional water will be required; and","sortOrder":146},{"sectionNumber":"pt.11","sectionType":"part","heading":"Transitional provisions","content":"# Transitional provisions","sortOrder":147},{"sectionNumber":"sec.98","sectionType":"section","heading":"Transitional provision for W ater Plan (Moreton) (Warrill Valley Water Supply Scheme) Amendment Plan 2020","content":"### sec.98 Transitional provision for W ater Plan (Moreton) (Warrill Valley Water Supply Scheme) Amendment Plan 2020\n\nSection&#160;47(5), as amended by the Water Plan (Moreton) (Warrill Valley Water Supply Scheme) Amendment Plan 2020 , is taken to have applied from 13 December 2019.\ns&#160;98 ins 2020 SL&#160;No.&#160;240 s&#160;4","sortOrder":148},{"sectionNumber":"sch.5A-pt.1","sectionType":"part","heading":"Surface water trading zones in plan area other than Central Lockyer Valley water supply scheme","content":"# Surface water trading zones in plan area other than Central Lockyer Valley water supply scheme","sortOrder":149},{"sectionNumber":"sch.5A-pt.2","sectionType":"part","heading":"Surface water trading zones in the Central Lockyer Valley water supply scheme","content":"# Surface water trading zones in the Central Lockyer Valley water supply scheme","sortOrder":150},{"sectionNumber":"sch.5A-pt.3","sectionType":"part","heading":"Groundwater trading zones in the Central Lockyer Valley water supply scheme","content":"# Groundwater trading zones in the Central Lockyer Valley water supply scheme","sortOrder":151},{"sectionNumber":"sch.7-pt.1","sectionType":"part","heading":"Low flow objectives","content":"# Low flow objectives","sortOrder":152},{"sectionNumber":"sch.7-sec","sectionType":"section","heading":"Table 1","content":"### sch.7-sec Table 1\n\nAt each node mentioned in table 1, column 1, the 50% daily flow for the pre-development flow pattern for a water flow season is stated in column 2 of the table.\nColumn 1\nColumn 2\nNode\n50% daily flow in megalitres\nFeb–April water flow season\nMay–July water flow season\nAug–Nov water flow season\nDec–Jan water flow season\nA\n201\n144\n56\n54\nB\n136\n87\n34\n36\nC\n225\n105\n52\n102\nD\n48\n23\n11\n22\nE\n1,588\n844\n582\n1,092\nF\n155\n90\n72\n147\nG\n130\n67\n47\n90\nH\n164\n82\n39\n55\nAt each node mentioned in table 2, column 1, the percentage of the total number of days in a water flow season in the simulation period that the 50% daily flow for the plan scenario flow pattern stated for the water flow season in table 1 is equalled or exceeded be at least the percentage stated in column 2 of the table for the water flow season.\nColumn 1\nColumn 2\nNode\nFeb–April water flow season\nMay–July water flow season\nAug–Nov water flow season\nDec–Jan water flow season\nA\n46\n45\n35\n42\nB\n29\n26\n27\n36\nC\n25\n19\n15\n26\nD\n45\n42\n30\n41\nE\n25\n18\n12\n20\nF\n32\n26\n20\n32\nG\n17\n14\n5\n13\nH\n46\n43\n33\n43\nAt each node mentioned in table 3, column 1, the 90% daily flow for the pre-development flow pattern for a water flow season is stated in column 2 of the table.\nColumn 1\nColumn 2\nNode\n90% daily flow in megalitres\nFeb–April water flow season\nMay–July water flow season\nAug–Nov water flow season\nDec–Jan water flow season\nA\n7\n38\n6\n0\nB\n1\n15\n2\n0\nC\n31\n30\n14\n14\nD\n7\n6\n2\n3\nE\n318\n277\n191\n261\nF\n48\n36\n29\n38\nG\n17\n12\n7\n11\nH\n17\n21\n9\n5\nAt each node mentioned in table 4, column 1, the percentage of the total number of days in a water flow season in the simulation period that the 90% daily flow for the plan scenario flow pattern stated for the water flow season in table 3 is equalled or exceeded be at least the percentage stated in table 4, column 2, for the water flow season.\nColumn 1\nColumn 2\nNode\nFeb–April water flow season\nMay–July water flow season\nAug–Nov water flow season\nDec–Jan water flow season\nA\n83\n85\n66\n59\nB\n84\n83\n79\n76\nC\n71\n55\n42\n61\nD\n77\n71\n47\n62\nE\n51\n34\n31\n49\nF\n58\n51\n47\n60\nG\n24\n18\n8\n19\nH\n79\n75\n57\n65\nAt each node mentioned in table 5, column 1, the percentage of the total number of days in the simulation period on which the daily flow is less than 1ML be between the minimum and maximum percentages stated for the node in column 2 of the table.\nColumn 1\nColumn 2\nNode\nMinimum–maximum percentage\nA\n5–23\nB\n7–17\nC\n0–13\nD\n3–28\nE\n0–2\nF\n0–2\nG\n0–76\nH\n0–20\nAt each node mentioned in table 6, column 1, minimise the extent to which—\nthe number of periods of no flow of at least 1 month but less than 3 months in the simulation period is less than the minimum or more than the maximum number stated for the node in column 2 of the table; and\nthe number of periods of no flow of at least 3 months but less than 6 months in the simulation period is less than the minimum or more than the maximum number stated for the node in column 3 of the table; and\nthe number of periods of no flow of at least 6 months in the simulation period is less than the minimum or more than the maximum number stated for the node in column 4 of the table.\nColumn 1\nColumn 2\nColumn 3\nColumn 4\nNode\nMinimum–maximum\nMinimum–maximum\nMinimum–maximum\nA\n4–67\n—\n—\nB\n4–25\n—\n—\nC\n0–16\n0–1\n0–0\nD\n1–70\n—\n—\nE\n0–2\n0–1\n0–0\nF\n0–2\n0–1\n0–0\nG\n0–112\n0–46\n0–46\nH\n2–45\n0–16\n0–3\n(sch.7-sec-ssec.1) At each node mentioned in table 1, column 1, the 50% daily flow for the pre-development flow pattern for a water flow season is stated in column 2 of the table. Column 1 Column 2 Node 50% daily flow in megalitres Feb–April water flow season May–July water flow season Aug–Nov water flow season Dec–Jan water flow season A 201 144 56 54 B 136 87 34 36 C 225 105 52 102 D 48 23 11 22 E 1,588 844 582 1,092 F 155 90 72 147 G 130 67 47 90 H 164 82 39 55\n(sch.7-sec-ssec.2) At each node mentioned in table 2, column 1, the percentage of the total number of days in a water flow season in the simulation period that the 50% daily flow for the plan scenario flow pattern stated for the water flow season in table 1 is equalled or exceeded be at least the percentage stated in column 2 of the table for the water flow season. Column 1 Column 2 Node Feb–April water flow season May–July water flow season Aug–Nov water flow season Dec–Jan water flow season A 46 45 35 42 B 29 26 27 36 C 25 19 15 26 D 45 42 30 41 E 25 18 12 20 F 32 26 20 32 G 17 14 5 13 H 46 43 33 43\n(sch.7-sec-ssec.3) At each node mentioned in table 3, column 1, the 90% daily flow for the pre-development flow pattern for a water flow season is stated in column 2 of the table. Column 1 Column 2 Node 90% daily flow in megalitres Feb–April water flow season May–July water flow season Aug–Nov water flow season Dec–Jan water flow season A 7 38 6 0 B 1 15 2 0 C 31 30 14 14 D 7 6 2 3 E 318 277 191 261 F 48 36 29 38 G 17 12 7 11 H 17 21 9 5\n(sch.7-sec-ssec.4) At each node mentioned in table 4, column 1, the percentage of the total number of days in a water flow season in the simulation period that the 90% daily flow for the plan scenario flow pattern stated for the water flow season in table 3 is equalled or exceeded be at least the percentage stated in table 4, column 2, for the water flow season. Column 1 Column 2 Node Feb–April water flow season May–July water flow season Aug–Nov water flow season Dec–Jan water flow season A 83 85 66 59 B 84 83 79 76 C 71 55 42 61 D 77 71 47 62 E 51 34 31 49 F 58 51 47 60 G 24 18 8 19 H 79 75 57 65\n(sch.7-sec-ssec.5) At each node mentioned in table 5, column 1, the percentage of the total number of days in the simulation period on which the daily flow is less than 1ML be between the minimum and maximum percentages stated for the node in column 2 of the table. Column 1 Column 2 Node Minimum–maximum percentage A 5–23 B 7–17 C 0–13 D 3–28 E 0–2 F 0–2 G 0–76 H 0–20\n(sch.7-sec-ssec.6) At each node mentioned in table 6, column 1, minimise the extent to which— the number of periods of no flow of at least 1 month but less than 3 months in the simulation period is less than the minimum or more than the maximum number stated for the node in column 2 of the table; and the number of periods of no flow of at least 3 months but less than 6 months in the simulation period is less than the minimum or more than the maximum number stated for the node in column 3 of the table; and the number of periods of no flow of at least 6 months in the simulation period is less than the minimum or more than the maximum number stated for the node in column 4 of the table. Column 1 Column 2 Column 3 Column 4 Node Minimum–maximum Minimum–maximum Minimum–maximum A 4–67 — — B 4–25 — — C 0–16 0–1 0–0 D 1–70 — — E 0–2 0–1 0–0 F 0–2 0–1 0–0 G 0–112 0–46 0–46 H 2–45 0–16 0–3\n- (a) the number of periods of no flow of at least 1 month but less than 3 months in the simulation period is less than the minimum or more than the maximum number stated for the node in column 2 of the table; and\n- (b) the number of periods of no flow of at least 3 months but less than 6 months in the simulation period is less than the minimum or more than the maximum number stated for the node in column 3 of the table; and\n- (c) the number of periods of no flow of at least 6 months in the simulation period is less than the minimum or more than the maximum number stated for the node in column 4 of the table.","sortOrder":153},{"sectionNumber":"sch.7-pt.2","sectionType":"part","heading":"Medium to high flow objectives","content":"# Medium to high flow objectives","sortOrder":154},{"sectionNumber":"sch.8-pt.1","sectionType":"part","heading":"Supplemented water","content":"# Supplemented water","sortOrder":155},{"sectionNumber":"sch.8-sec","sectionType":"section","heading":null,"content":"### Section sch.8-sec\n\nFor water allocations in high priority A group—\nthe monthly supplemented water sharing index be at least 95%; and\nthe extent to which it is less than 100% be minimised.\nFor water allocations in high priority B group—\nthe monthly supplemented water sharing index be at least 85%; and\nthe extent to which it is less than 90% be minimised.\nFor water allocations in high priority C group—\nthe monthly supplemented water sharing index be at least 75%; and\nthe extent to which it is less than 85% be minimised.\nFor water allocations in a medium priority group in the Central Brisbane River water supply scheme—\nthe monthly supplemented water sharing index be at least 90%; and\nthe extent to which it is less than 95% be minimised.\nFor water allocations in a medium priority group in Laidley Creek in the Central Lockyer Valley water supply scheme, the monthly supplemented water sharing index be not less than 35%.\nFor water allocations in a medium priority group in Lockyer Creek in the Central Lockyer Valley water supply scheme, the monthly supplemented water sharing index be not less than 45%.\nFor water allocations in a medium priority group on Morton Vale Pipeline in the Central Lockyer Valley water supply scheme, the monthly supplemented water sharing index be not less than 76.7%.\nFor water allocations in a high priority group on Morton Vale Pipeline in the Central Lockyer Valley water supply scheme, the monthly supplemented water sharing index be not less than 87.5%.\nFor water allocations in a medium priority group in the Lower Lockyer Valley water supply scheme, the extent to which the monthly supplemented water sharing index is less than 65% be minimised.\nFor water allocations in a medium priority group in the Warrill Valley water supply scheme, the extent to which the monthly supplemented water sharing index is less than 45% be minimised.\n(sch.8-sec-ssec.1) For water allocations in high priority A group— the monthly supplemented water sharing index be at least 95%; and the extent to which it is less than 100% be minimised.\n(sch.8-sec-ssec.2) For water allocations in high priority B group— the monthly supplemented water sharing index be at least 85%; and the extent to which it is less than 90% be minimised.\n(sch.8-sec-ssec.3) For water allocations in high priority C group— the monthly supplemented water sharing index be at least 75%; and the extent to which it is less than 85% be minimised.\n(sch.8-sec-ssec.4) For water allocations in a medium priority group in the Central Brisbane River water supply scheme— the monthly supplemented water sharing index be at least 90%; and the extent to which it is less than 95% be minimised.\n(sch.8-sec-ssec.5) For water allocations in a medium priority group in Laidley Creek in the Central Lockyer Valley water supply scheme, the monthly supplemented water sharing index be not less than 35%.\n(sch.8-sec-ssec.6) For water allocations in a medium priority group in Lockyer Creek in the Central Lockyer Valley water supply scheme, the monthly supplemented water sharing index be not less than 45%.\n(sch.8-sec-ssec.6A) For water allocations in a medium priority group on Morton Vale Pipeline in the Central Lockyer Valley water supply scheme, the monthly supplemented water sharing index be not less than 76.7%.\n(sch.8-sec-ssec.6B) For water allocations in a high priority group on Morton Vale Pipeline in the Central Lockyer Valley water supply scheme, the monthly supplemented water sharing index be not less than 87.5%.\n(sch.8-sec-ssec.7) For water allocations in a medium priority group in the Lower Lockyer Valley water supply scheme, the extent to which the monthly supplemented water sharing index is less than 65% be minimised.\n(sch.8-sec-ssec.8) For water allocations in a medium priority group in the Warrill Valley water supply scheme, the extent to which the monthly supplemented water sharing index is less than 45% be minimised.\n- (a) the monthly supplemented water sharing index be at least 95%; and\n- (b) the extent to which it is less than 100% be minimised.\n- (a) the monthly supplemented water sharing index be at least 85%; and\n- (b) the extent to which it is less than 90% be minimised.\n- (a) the monthly supplemented water sharing index be at least 75%; and\n- (b) the extent to which it is less than 85% be minimised.\n- (a) the monthly supplemented water sharing index be at least 90%; and\n- (b) the extent to which it is less than 95% be minimised.","sortOrder":156},{"sectionNumber":"sch.8-pt.2","sectionType":"part","heading":"Unsupplemented water","content":"# Unsupplemented water","sortOrder":157},{"sectionNumber":"sch.8-sec-oc.2","sectionType":"section","heading":"Table 1","content":"### sch.8-sec-oc.2 Table 1\n\nFor water allocations in a class A water allocation group in a subcatchment area mentioned in table 1, column 1, the 70% unsupplemented water sharing index for the group be at least the percentage stated, for the subcatchment area, in column 2 of the table.\nFor water allocations in a class B water allocation group in a subcatchment area mentioned in table 1, column 1, the 70% unsupplemented water sharing index for the group be at least the percentage stated, for the subcatchment area, in column 3 of the table.\nFor water allocations in a class C water allocation group in a subcatchment area mentioned in table 1, column 1, the 70% unsupplemented water sharing index for the group be at least the percentage stated, for the subcatchment area, in column 4 of the table.\nFor water allocations in a class D water allocation group in a subcatchment area mentioned in table 1, column 1, the 70% unsupplemented water sharing index for the group be at least the percentage stated, for the subcatchment area, in column 5 of the table.\nFor water allocations in a class E water allocation group in a subcatchment area mentioned in table 1, column 1, the 70% unsupplemented water sharing index for the group be at least the percentage stated, for the subcatchment area, in column 6 of the table.\nColumn 1\nColumn 2\nColumn 3\nColumn 4\nColumn 5\nColumn 6\nSubcatchment area\n70% UWSI—%\n70% UWSI—%\n70% UWSI—%\n70% UWSI—%\n70% UWSI—%\n1\n87\n—\n90\n95\n90\n2\n89\n—\n90\n—\n97\n3\n82\n—\n88\n97\n97\n4\n85\n—\n89\n—\n—\n5\n90\n—\n89\n—\n97\n6\n81\n78\n73\n—\n75\n7\n89\n84\n88\n—\n—\n8\n84\n—\n85\n—\n—\n9\n86\n—\n92\n—\n97\n10\n82\n—\n81\n—\n97\n11\n84\n—\n87\n—\n97\n(sch.8-sec-oc.2-ssec.1) For water allocations in a class A water allocation group in a subcatchment area mentioned in table 1, column 1, the 70% unsupplemented water sharing index for the group be at least the percentage stated, for the subcatchment area, in column 2 of the table.\n(sch.8-sec-oc.2-ssec.2) For water allocations in a class B water allocation group in a subcatchment area mentioned in table 1, column 1, the 70% unsupplemented water sharing index for the group be at least the percentage stated, for the subcatchment area, in column 3 of the table.\n(sch.8-sec-oc.2-ssec.3) For water allocations in a class C water allocation group in a subcatchment area mentioned in table 1, column 1, the 70% unsupplemented water sharing index for the group be at least the percentage stated, for the subcatchment area, in column 4 of the table.\n(sch.8-sec-oc.2-ssec.4) For water allocations in a class D water allocation group in a subcatchment area mentioned in table 1, column 1, the 70% unsupplemented water sharing index for the group be at least the percentage stated, for the subcatchment area, in column 5 of the table.\n(sch.8-sec-oc.2-ssec.5) For water allocations in a class E water allocation group in a subcatchment area mentioned in table 1, column 1, the 70% unsupplemented water sharing index for the group be at least the percentage stated, for the subcatchment area, in column 6 of the table. Column 1 Column 2 Column 3 Column 4 Column 5 Column 6 Subcatchment area 70% UWSI—% 70% UWSI—% 70% UWSI—% 70% UWSI—% 70% UWSI—% 1 87 — 90 95 90 2 89 — 90 — 97 3 82 — 88 97 97 4 85 — 89 — — 5 90 — 89 — 97 6 81 78 73 — 75 7 89 84 88 — — 8 84 — 85 — — 9 86 — 92 — 97 10 82 — 81 — 97 11 84 — 87 — 97","sortOrder":158},{"sectionNumber":"sch.8-pt.3","sectionType":"part","heading":"Groundwater","content":"# Groundwater","sortOrder":159},{"sectionNumber":"sch.8-pt.3-div.1","sectionType":"division","heading":"Medium priority group","content":"## Medium priority group","sortOrder":160},{"sectionNumber":"sch.8-pt.3-div.2","sectionType":"division","heading":"Low priority group","content":"## Low priority group","sortOrder":161}],"analysis":{"issue_detection":{"absurdities":[],"contradictions":[]},"summary":{"complexity_score":8,"scope_assessment":{"changed":true,"description":"The plan's scope has expanded beyond its original 2007 intent through multiple amendments. Notable expansions include: the addition of trading zones (inserted 2017, substantially revised 2019); new provisions specifically governing the Central Lockyer Valley water supply scheme including agricultural productivity objectives and groundwater management model development requirements (inserted 2019); new obligations on resource operations licence holders to collect and analyse groundwater data; and new mandatory groundwater allocation security objectives. Several original sections were omitted (ss. 27–35, 42–43, 51, 59–60) in 2014 and 2019, suggesting some original content was removed or replaced, while new governance and monitoring frameworks were added — indicating a shift from a predominantly allocation-focused instrument toward a more active resource management and data-collection framework."},"complexity_factors":["Multiple overlapping water categories (surface water, groundwater, overland flow) each with distinct legal rules and sub-categories","Highly technical geographic framework with numerous named sub-areas: groundwater management areas, implementation areas, subcatchment areas, trading zones, and water supply schemes, all referenced via maps and schedules","Extensive use of defined priority group hierarchies (high priority A/B/C, medium priority B/C, etc.) creating a tiered access system that requires cross-referencing multiple sections","Complex conversion process for transitioning legacy authorisations into modern water allocations, with multi-factor tests for calculating volumes, maximum rates, and conditions","Heavy reliance on external documents and instruments: Water Regulation 2016, SEQ Regional Plan, system operating plans, water management protocols, resource operations licences, and water entitlement notices","Use of a specialised computer modelling program (IQQM) as the primary legal assessment tool for consistency with plan objectives","Multiple layers of amendment history (2008, 2013, 2014, 2017, 2019, 2020) with numerous sections omitted, substituted or inserted, creating gaps and requiring careful version tracking","Interaction with at least five other water plans and regulatory instruments (e.g., Water Plan (Great Artesian Basin and Other Regional Aquifers) 2017, Water Regulation 2016)","Distinct regulatory regime for the Central Lockyer Valley water supply scheme compared to the rest of the plan area, including specific groundwater management obligations on private licence holders","15 schedules containing maps, tables, numerical limits, and flow objectives that are integral to interpreting the operative provisions"],"plain_english_summary":"The Moreton Water Plan sets statewide rules for who can take water in the Moreton region (Brisbane/Lockyer catchments and Moreton Bay), converting old licences into tradeable allocations, zoning surface and groundwater, and capping total extractions so overall water use can’t rise (with very limited exceptions).  \n\nIt enforces environmental flow targets, protects rivers, wetlands and bay health, creates trading zones and priority access ranks—so farmers, utilities, landowners, businesses and Traditional Owners must comply with new caps and conditions."},"flash_summary":{"complexity_score":8,"scope_assessment":{"changed":true,"description":"This version materially broadened and deepened the plan’s scope compared with a simple surface-water allocation instrument. Later insertions (noted in the text as inserted or amended in 2017, 2019 and 2020) added: (a) explicit trading zones and mapped digital boundaries (s6A, s7, sch.5A); (b) detailed conversion mechanics for groundwater licences in the Central Lockyer Valley including irrigable-area calculations and two-tier allocation conversions (secs 84B–84M); (c) additional monitoring, data-collection and modelling obligations and delegation of research responsibilities between the chief executive and licence-holders (s12A, s21, s90); and (d) more prescriptive water-sharing and allocation-security metrics with node-level numerical targets (sch.7, sch.8). These insertions shift the instrument from being primarily a high-level allocation framework to a prescriptive, technical rulebook that governs licence conversion, trading geometry, monitoring regimes and fine-grained allocation security — expanding administrative, technical and compliance requirements for both regulators and water users (see s84B–84M; s6A; s12A; s24A)."},"complexity_factors":["Extensive cross-references to Acts, Regulations and multiple schedules (e.g. Water Act, Water Regulation 2016, schedules 1–15 and sch.5A, sch.7, sch.8, sch.10–13).","Multiple conditional conversion rules and arithmetic formulas (secs 46, 49–50, 84E–84G, 84K–84M) that require spatial and historic-use calculations.","Many defined geographic subdivisions and management layers (plan area, groundwater management areas, implementation areas, groundwater units, subcatchments, trading zones and watercourse buffer zones — see s4–s6, s6A, s81).","Numerical performance targets and indices located in schedules (sch.7 and sch.8) with node-by-node seasonal targets and percentage indices — creates tight technical requirements for compliance and modelling.","Numerous exceptions and carve-outs (for water permits, reinstatement of expired licences, existing works, allowable urban uses) leading to nested conditional logic across parts 5–7 (e.g. s19, s22, s63–s66, s72–s79, s85–s88).","Multiple priority and allocation groupings (high A/B/C, medium groups A–C, low, water allocation groups A–E) that alter allocation security and require mapping to subcatchments and supply schemes (s47, s54, sch.8).","Reliance on hydrological modelling with delegated discretion to accept alternatives (IQQM primary but chief executive can approve others; s21) — technical judgement calls increase complexity.","Significant administrative and monitoring regime requirements (water management protocol, resource operations licences, reporting obligations, and digital boundary records; s7, s37, s90).","Series of amendments and insertions over years (2011, 2013, 2014, 2017, 2019, 2020 noted in text) adding new sections (e.g. s6A, s12A, s24A, s84B–84M), increasing cross-sectional complexity."],"plain_english_summary":"**What this plan does (in simple terms)**\n\n- Sets the rules for who can take water, how much, and where, for the Moreton region. It covers surface water (rivers, lakes and springs), groundwater (most aquifers in the plan area) and overland flow water (runoff), and defines the geographic plan area and sub-areas (s4, s5, s6, s9).\n\n- Establishes clear management goals and measurable targets. It states general and ecological outcomes (what the plan is trying to achieve) and prescribes performance indicators and numeric objectives for flows and allocation security (parts 3–4, sch.7 and sch.8). The plan uses those objectives to check proposed allocations and management decisions (s10–s17, s20–s21).\n\n- Controls new or increased water taking. The chief executive is generally prohibited from making decisions that would increase the average volume of surface water or groundwater available to be taken (s22, s64, s67). There are specific carve-outs (for example, unallocated water processes, water permits and reinstatement of expired licences).\n\n- Provides for conversion of older authorisations/licenses into modern water allocations under detailed rules. The plan sets formulas, priority groups and nominal volumes used when converting existing licences to water allocations (see division on conversion, e.g. s40–s41, s46–s50, and the Central Lockyer-specific conversion rules in s84B–s84M).\n\n- Defines trading zones and allocation/priority groups used in allocation and trading. Trading zones for surface and groundwater are mapped (s6A, sch.5A). Water allocations are placed in priority groups (high, medium, low) which affects how much water is available in dry months (s47, sch.8).\n\n- Reserves a small volume of unallocated water (100 ML) for future release under specified processes and requires the chief executive to consider a set of matters when deciding how to release unallocated water (s24–s26, s24A).\n\n- Protects particular features and values. The chief executive must consider environmental, cultural and recreational values when deciding authorisations for taking water from lakes and waterholes (s23). There are special ecological objectives for named places such as Boondall Wetlands, Moreton Bay and components of the Stanley River system (s12).\n\n- Sets monitoring, reporting and modelling requirements. Decisions about consistency with objectives rely on an IQQM model simulation unless the chief executive approves an alternative method (s21). The water management protocol must set monitoring and reporting rules; groundwater pressure and levels must be monitored (s90).\n\n- Prescribes operational and licence-level rules. Resource operations licences for named schemes are used to manage allocations (s36–s37). The plan also prescribes how licences for unsupplemented water must be written, amended and limited (s48–s58).\n\n- Limits new overland-flow licences and allows existing overland flow works to continue under notification requirements (s85–s88). It also defines where taking groundwater is restricted to specific classes of use or authorisation (see various groundwater management-area limits: s63, s66, s76, s82).\n\n**Who this affects**\n\n- Water users: irrigators, town suppliers, industry and small commercial or community users who hold (or want) licences/authorisations in the plan area.\n- Licence and entitlement holders whose existing entitlements can be converted to modern water allocations under the plan’s rules (see conversion divisions, e.g. s84B–s84M).\n- Bulk water suppliers and infrastructure operators (for example, Seqwater and the bulk water supply authority), who receive specific allocations and have obligations under resource operations licences (s36, s38, s39, s37).\n- Landowners with bores or overland-flow works: some existing uses are grandfathered but notification, limitation or conversion requirements can apply (e.g. s72–s73, s87–s88).\n- Regulators: the chief executive (department), licence holders, and operators who must supply monitoring and comply with water management protocols.\n\n**How it works mechanically (who decides, who pays, what changes)**\n\n- Who decides: the chief executive (the department) has broad decision-making and approval powers — approves assessment methods, decides nominal volumes and maximum rates when converting licences, amends licences and decides releases of unallocated water (s21, s46–s52, s24A, s56, s73). Resource operations licence holders (e.g. Seqwater) also make operational decisions under licences and must consult (s12A, s36–s37).\n\n- Who pays / bears costs: infrastructure operators and licence-holders carry monitoring, reporting and compliance costs required by water management protocols and resource operations licences (s90, s37). Where modelling, data collection or licence conversion work is needed, the chief executive may rely on department resources or require licence-holders/operators to collect data (s12A; s21). Costs for legal and administrative compliance fall to water users and operators; opportunity cost of water retained as reserve (100 ML) reduces what can be allocated immediately (s24).\n\n- Behaviour changes required: existing holders may need to have their older authorisations converted, have volumes and maximum rates stated or amended on their allocations/licences, and provide data or notifications (s40–s50, s52–s58, s73, s88). New applicants face tighter limits or exclusions in particular areas (e.g. no new overland-flow licence applications, s85). The plan encourages efficient water use by protecting allocation security metrics and imposing rules that limit increases in average take (s11, s20, s22).\n\n**Official purpose-claims and how the plan achieves them**\n\n- The plan explicitly says it aims to define water availability, provide a sustainable management framework, identify priorities for future needs, and provide frameworks for allocations and entitlements (s2). Mechanisms used to achieve these aims include numerical flow objectives (sch.7), water sharing/availability targets (sch.8), caps on increasing average take (s22, s64, s67), and conversion/formula rules to modernise entitlements (s40–s41, s84B–s84M).\n\n**Trade-offs, incentives and implementation points to watch**\n\n- Reliance on models and data: primary consistency checks use the IQQM hydrological model (s21). If model inputs, calibration or monitoring data are weak, objective assessments can be uncertain — the chief executive can accept alternatives but must be satisfied they are at least as accurate as IQQM (s21).\n\n- Discretion and administrative burden: the chief executive has many specified discretions (approving alternative assessment methods, deciding nominal volumes, amending licences, granting or refusing conversions, approving water sharing rules). That concentrates decision power in the department and requires resourcing to administer (s21, s46, s50, s56, s73, s74).\n\n- Concentrated benefits vs diffuse costs: the plan grants named bulk water authority allocations (Morton Vale Pipeline allocations at s38) and has conversion rules that effectively translate historical irrigated area into modern allocation volumes (secs 84E–84F). Such provisions can concentrate value for existing holders and infrastructure operators; compliance and monitoring costs are spread across many users and operators (s38, s84K–84M, s90).\n\n- Opportunity and allocation choices: the plan holds back unallocated water (100 ML) and imposes priorities and numeric sharing indices (s24, sch.8). Holding reserves and assigning priority groups affect how much water is immediately available to new users and how allocation security varies across users.\n\n- Implementation risk: the plan adds technical steps (mapping in digital form s7; irrigable-area calculations s84K–84M; monitoring obligations s90) that require accurate records and capable administration. Errors or disputes about irrigable-area calculations, pump-size assumptions or historic use could lead to contested conversions or adjustments.\n\n**Bottom line**\n\nMechanically, the Water Plan (Moreton) 2007 is a detailed allocation and management rulebook for surface water, groundwater and overland flow in the Moreton plan area. It defines objectives and hard and soft constraints (numerical flow targets, caps on increasing average take), prescribes conversion and allocation mechanics, creates trading and priority structures, and imposes monitoring and reporting. The chief executive and resource operations licence holders are the operational decision-makers; licence-holders, infrastructure operators and water users bear most of the compliance, monitoring and adaptation costs."},"flash_summary_failed":{"failed":true,"reason":"A positive credit balance is required for all requests, including BYOK, so fallback providers remain available. Add credits at https://vercel.com/d?to=%2F%5Bteam%5D%2F%7E%2Fai%3Fmodal%3Dtop-up to continue.","source":"analysis-cron"},"kimi_summary":{"_metrics":{"completionTokens":738},"content_quality":"ok","complexity_score":8,"scope_assessment":{"changed":true,"description":"The plan has expanded significantly from its original 2007 scope. Major amendments in 2014, 2017, 2019 and 2020 added: trading zones (2017), detailed groundwater conversion mechanisms for the Central Lockyer Valley (2019), specific Morton Vale Pipeline allocations (2019), and Warrill Valley priority group changes (2020). The groundwater management framework in Part 6 has been substantially reworked, and Part 3A was entirely inserted in 2019. What began as a relatively straightforward water plan now contains highly prescriptive conversion calculations and zone-specific rules that go well beyond the original framework."},"complexity_factors":["Multiple overlapping spatial divisions: plan area, groundwater management areas, implementation areas, subcatchment areas, trading zones, watercourse buffer zones, and priority areas","Extensive cross-referencing to schedules (15+ schedules containing maps, tables, and technical data)","Nested conditional logic for water allocation conversions with multiple pathways depending on licence type, location, and pump specifications","Technical hydrological modelling requirements (IQQM computer program, simulation periods, flow regime classes)","Multiple water categories each with distinct rules: surface water, groundwater, overland flow water, supplemented vs unsupplemented water","Priority group classifications (high priority A/B/C, medium priority A/B/C, low priority) with different security objectives","Detailed conversion formulas for calculating nominal volumes based on irrigable areas, pump sizes, and historical use","Groundwater unit distinctions (alluvial vs hard rock aquifers) with different management approaches","Extensive amendment history with multiple sections omitted and reinserted through subsidiary legislation","Water sharing indices and performance indicators requiring statistical analysis of flow data"],"plain_english_summary":"This is a **water management plan for the Moreton region** in Queensland, covering the area around Brisbane, Ipswich, and the Lockyer Valley. It sets the rules for how water is shared between farmers, towns, industries, and the environment.\n\n**What it does:**\n- **Defines how much water is available** in rivers, creeks, and underground aquifers across the plan area\n- **Creates a sustainable framework** for taking water — balancing economic needs with protecting ecosystems\n- **Establishes water entitlements** — formal rights to take surface water, groundwater, and overland flow water\n- **Sets environmental protections** — including flow targets for rivers like the Stanley River and protections for Moreton Bay, Boondall Wetlands, and estuarine habitats\n- **Manages specific water supply schemes** — including Central Lockyer Valley, Lower Lockyer Valley, and Warrill Valley schemes\n\n**Who it affects:**\n- **Farmers and irrigators** — especially in the Lockyer Valley, one of Queensland's most intensive agricultural areas\n- **Urban water users** — including connections to the SEQ regional plan\n- **Traditional owners** — recognising water-related cultural use\n- **Water infrastructure operators** — dams, weirs, and pipelines\n\n**Key features:**\n- **Trading zones** allow water rights to be bought and sold within defined areas\n- **Priority groups** (high, medium, low) determine who gets water first during shortages\n- **Complex conversion rules** turn old water licences into modern water allocations\n- **Strict limits** on increasing water take — most decisions cannot increase average volumes taken\n- **Groundwater management** with specific rules for the Lockyer Valley's alluvial and hard rock aquifers"}},"importantCases":[],"_links":{"self":"/api/acts/water-plan-moreton-2007","history":"/api/acts/water-plan-moreton-2007/history","analysis":"/api/acts/water-plan-moreton-2007/analysis","conflicts":"/api/acts/water-plan-moreton-2007/conflicts","importantCases":"/api/acts/water-plan-moreton-2007/important-cases","documents":"/api/acts/water-plan-moreton-2007/documents"}}