Water Act 2000Water Plan (Burdekin Basin) 2007Part 1Preliminary1Short titleThis water plan may be cited as the Water Plan (Burdekin Basin) 2007.s 1 sub 2014 Act No. 64 s 255 sch 22Purposes of planThe following are the purposes of this plan—(a)to define the availability of water in the plan area;(b)to provide a framework for sustainably managing water and the taking of water;(c)to identify priorities and mechanisms for dealing with future water requirements;(d)to provide a framework for establishing water allocations;(e)to provide a framework for reversing, where practicable, degradation that has occurred in natural ecosystems;(f)to regulate the taking of overland flow water.
3DefinitionsThe dictionary in schedule 10 defines particular words used in this plan.Part 2Plan area and water to which plan applies4Plan areaThis plan applies to the area shown as the plan area on the map in schedule 1.5Subcatchment areasEach part of the plan area that is within a subcatchment area shown on the map in schedule 2 is a subcatchment area for this plan.6Water management areasThe following subcatchment areas are water management areas with the names stated—(a)subcatchment area A—Lower Burdekin Water Management Area;(b)subcatchment area B—Haughton Water Management Area;(c)subcatchment area C—Bowen River Water Management Area.
6AWater management area zones(1)Each part of a water management area shown on a map in schedule 2A is a water management area zone for this plan.(2)Each water management area zone is identified on the map by its name.s 6A ins 2017 SL No. 7 s 47Declaration about watercourse—Act, s 1006(2)(1)Water in an aquifer under a watercourse or under land adjacent to a watercourse, in the Giru Benefited Groundwater Area, is declared to be water in the watercourse.(2)Subsection (1) does not apply to water the chief executive is satisfied is not hydraulically connected to the water in the watercourse.8Information about areas(1)The exact location of the boundaries of the plan area, subcatchment areas, water management areas, water management area zones and the Giru Benefited Groundwater Area is held in digital electronic form by the department.(2)The information held in digital electronic form can be reduced or enlarged to show the details of the boundaries.s 8 amd 2017 SL No. 7 s 59Nodes(1)A node mentioned in this plan is a place on a watercourse in the plan area.(2)The location of each node is shown on the map in schedule 1 and described in schedule 4.(3)Each node is identified on the map by a number.10Water to which plan appliesThis plan applies to the following water in the plan area—(a)water in a watercourse or lake;(b)water in springs not connected to water to which the Water Plan (Great Artesian Basin) 2006 applies;(c)overland flow water, other than water in springs connected to water to which the Water Plan (Great Artesian Basin) 2006 applies.
s 10 amd 2016 SL No. 216 s 146 sch 20Part 3Water plan outcomespt hdg sub 2017 SL No. 7 s 611Outcomes for water in plan areaWater is to be allocated and sustainably managed in a way that—(a)recognises the natural state of watercourses, lakes and springs has changed because of water infrastructure, flow supplementation and the taking of water; and(b)seeks to achieve a balance in the following outcomes—(i)the general outcomes mentioned in section 12;(ii)the general ecological outcomes mentioned in section 13;(iii)the specific ecological outcomes mentioned in section 14.
12General outcomesEach of the following is a general outcome for water in the plan area—(a)to provide for the use of all water entitlements and other authorisations in the plan area;(b)to provide for the continued use of all existing overland flow works;(c)to protect the probability of being able to take water under a water allocation;(d)to make water available to support—(i)population growth in towns and communities dependent on surface water resources in the plan area; and(ii)growth in industries dependent on surface water resources in the plan area;
(e)to make water available in the Lower Burdekin and Haughton subcatchments to support—(i)water supplies for Townsville; and(ii)growth in irrigated agriculture in the Lower Burdekin, Gumlu and Bowen areas; and(iii)water supplies for other urban, industrial and mining uses; and(iv)the natural and artificial recharge of the Lower Burdekin delta groundwater system;
(f)to make water available in the Upper Burdekin subcatchment to support—(i)growth in irrigated agriculture; and(ii)water supplies for the local government area of the Charters Towers Regional Council and the mining industry;
(g)to make water available in the Belyando-Suttor subcatchment to support growth in irrigated agriculture;(h)to make water available in the Bowen and Broken subcatchments to support water supplies for urban, industrial, mining and other uses at Collinsville and in neighbouring areas;(i)to manage access to water to support the ongoing management of the Lower Burdekin delta groundwater system;(j)to encourage continual improvement in the efficient use of water;(k)to support water-related cultural values of Aboriginal and Torres Strait Islander communities in the plan area;(l)to ensure water is available to support natural ecosystem processes.
s 12 amd 2017 SL No. 7 s 713General ecological outcomes(1)Each of the following is a general ecological outcome for water in the plan area—(a)to maintain the natural variability of flows that support the habitats of native plants and animals and migratory birds in watercourses, floodplains, wetlands, lakes and springs;(b)to provide for the continued capability of one part of a river system to be connected to another, including by maintaining flood flows that—(i)allow for the movement of native aquatic fauna between riverine, floodplain, wetland, estuarine and marine environments; and(ii)deliver nutrients and organic matter throughout the plan area to support natural processes such as breeding, growth and migration in riverine, floodplain, wetland, estuarine and marine environments; and(iii)deliver water and sediments throughout the plan area to support river-forming processes;
(c)to minimise changes to natural variability in water levels and to support natural ecological processes, including maintaining refugia associated with waterholes and lakes particularly in the Belyando-Suttor subcatchment;(d)to promote improved understanding of the matters affecting the flow-related health of ecosystems in the plan area;(e)to maintain flooding in the Lower Burdekin and Haughton subcatchments to provide freshwater inputs to wetlands on the Burdekin Haughton floodplain;(f)to provide a flow regime that—(i)maintains delivery of fresh water to the estuaries of watercourses and the Great Barrier Reef Lagoon; and(ii)maintains natural sedimentation processes to support the replenishment of beaches along the Burdekin Haughton floodplain and Cape Bowling Green; and(iii)supports productivity in the receiving waters of the Great Barrier Reef and inshore reefs.
(2)In this section—refugia means the habitat required by a species during a time of stress, including, for example, drought.14Specific ecological outcomesEach of the following is a specific ecological outcome for water in the plan area—(a)to maintain the natural continuity of flow from immediately downstream of the Charters Towers Weir to the upstream limit of the impounded area of the Burdekin Falls Dam;(b)to maintain connectivity between Mistake Creek and its adjacent floodplain system during floods;(c)to minimise adverse impacts on the morphology of watercourses, waterholes, lakes and springs, used for taking supplemented water, in the Burdekin Haughton Water Supply Scheme;(d)to ensure there are no further impacts on natural creek flows in the Barratta Creek system;(e)to provide a flow regime that supports fish passage in the river reaches from the Clare Weir impoundment to the mouth of the Burdekin River;(f)to provide a flow regime that supports fish passage in the river reaches to the mouth of the Haughton River.
Part 4Performance indicators and objectivesDivision 1Environmental flow objectives15Performance indicators for environmental flow objectivesThe performance indicators for the environmental flow objectives are—(a)for assessing periods of low flow, the following—(i)50% non-zero daily flow;(ii)80% non-zero daily flow;(iii)daily flow;(iv)period of no flow; and
(b)for assessing periods of medium to high flow, the following—(i)mean annual flow;(ii)median annual flow;(iii)1.5 year daily flow volume;(iv)5 year daily flow volume;(v)20 year daily flow volume;(vi)annual proportional flow deviation.
16Environmental flow objectivesThe environmental flow objectives for this plan are stated in schedule 5.Division 2Water allocation security objectives17Performance indicators for water allocation security objectivesThe performance indicators for the water allocation security objectives are—(a)for taking supplemented water, the following—(i)annual supplemented water sharing index;(ii)monthly supplemented water sharing index; and
(b)for taking unsupplemented water, the following—(i)30% unsupplemented water sharing index;(ii)50% unsupplemented water sharing index;(iii)70% unsupplemented water sharing index;(iv)annual volume probability.
18Water allocation security objectivesThe water allocation security objectives for this plan are stated in—(a)for water allocations to take supplemented water—schedule 6, part 1; and(b)for water allocations to take unsupplemented water—schedule 6, part 2.
Part 5Strategies for achieving outcomesDivision 1Preliminary19Decisions consistent with objectivesDecisions about the allocation or management of water in the plan area, other than a decision about a water permit, must be consistent with—(a)the environmental flow objectives stated in schedule 5; and(b)the water allocation security objectives stated in schedule 6.
20Assessing impact of decisions(1)The IQQM computer program’s simulation for the simulation period is used to assess consistency with the objectives.(2)If it is not practicable to use the IQQM computer program, another assessment method approved by the chief executive may be used.(3)The chief executive may approve an assessment method for subsection (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.21Measuring devicess 21 om 2014 SL No. 142s 3922Restrictions on taking water from waterholes or lakes(1)This section applies to the chief executive in making a decision about—(a)a water licence to take unsupplemented water; or(b)converting an authorisation to take unsupplemented water into a water allocation.
(2)If the water licence or water allocation allows the taking of water from a waterhole or lake, the chief executive must—(a)consider the impact the taking may have on the cultural or ecological values of the waterhole or lake; and(b)impose a condition on the water licence or water allocation about maintaining the cultural or ecological values of the waterhole or lake.Example for paragraph (b)—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 it naturally overflows
(3)However, the chief executive need not impose a condition mentioned in subsection (2)(b) if the chief executive is satisfied—(a)the taking of water from the waterhole or lake will not adversely affect its cultural or ecological values; or(b)for a water licence or water allocation that replaces an authorisation in force immediately before the commencement of this plan—the holder of the authorisation would suffer economic hardship if the condition were imposed.
s 22 amd 2017 SL No. 7 s 823Matters to be considered for environmental management rules(1)In deciding the environmental management rules to be included in the water management protocol or a resource operations licence, the chief executive must consider—(a)the streamflows required to maintain the following—(i)the longitudinal connectivity of low flow habitats throughout river systems in the plan area;(ii)the wetted habitats at riffles and other streambed features;(iii)the natural seasonality of flows and zero flows;(iv)the replenishment of refuge pools that enable movement of instream biota;(v)the lateral connectivity between rivers in the plan area and their adjacent riverine environments including floodplains; and
(b)the impact the taking of, or proposed taking of, or interfering with, water may have on the following—(i)water quality;(ii)the natural movement of sediment;(iii)the bed and banks of a watercourse or lake;(iv)riparian vegetation;(v)habitats for native plants and animals;(vi)the movement of fish and other aquatic species;(vii)the recreation and aesthetic values of the plan area;(viii)cultural values including, for example, cultural values of local Aboriginal or Torres Strait Islander communities.
(2)Subsection (1) does not limit the matters the chief executive may consider.s 23 amd 2017 SL No. 7 s 924Matters to be considered for water sharing rules for unsupplemented water(1)In deciding the water sharing rules, to be included in the water management protocol, for authorisations to take unsupplemented water in a part of the plan area, the chief executive must consider the following—(a)any existing water sharing arrangements;(b)the local availability of water that may be taken from streamflows, waterholes or bedsands;(c)the conditions for taking water decided under section 68 or 76;(d)the per-second rates decided under section 65 or 73;(e)the maximum rates decided under section 66 or 74;(f)the volumetric limits decided under section 67 or 75;(g)the impact on authorisations to take water in the plan area.
(2)Subsection (1) does not limit the matters the chief executive may consider.s 24 sub 2017 SL No. 7 s 1024AMatters to be considered for infrastructure operating ruless 24A ins 2014 SL No. 142s 40om 2017 SL No. 7 s 1125Matters to be considered for water allocation dealing rules(1)In deciding the water allocation dealing rules, to be included in the water management protocol, for authorisations to take water in a part of the plan area, the chief executive must consider—(a)the ongoing management of the Lower Burdekin delta groundwater system; and(b)the implications, for the availability of water under water allocations, of changes to the frequency, duration, magnitude and timing of limited water availability.
(2)Subsection (1) does not limit the matters the chief executive may consider.s 25 amd 2017 SL No. 7 s 1226Accepting and deciding particular applications to interfere with water(1)This section applies to the chief executive in making a decision about an application to interfere with, or increase the interference with, water in a watercourse, waterhole, lake or spring by impounding the flow of the water.(2)The chief executive may accept and decide the application if the purpose of the proposed interference or increase in interference is only—(a)to store water for stock or domestic purposes; or(b)to provide a pumping pool to enable water to be taken under an existing authorisation; or(c)to store water for a purpose not related to the taking of water under a water entitlement.Examples of a purpose for subsection (2)(c)—community landscaping or retaining water for flood mitigation purposes
(3)The chief executive may approve the application if—(a)the chief executive is satisfied the proposed interference or increase in interference is necessary for a purpose mentioned in subsection (2); and(b)the proposed storage capacity is no greater than is necessary for the purpose of the proposed interference or increase in interference having regard to—(i)the impact the proposed interference or increase in interference may have on the following—(A)instream water levels;(B)the natural movement of sediment;(C)the bed and banks of the watercourse or lake;(D)riparian vegetation;(E)habitats for native plants and animals;(F)the movement of fish and other aquatic species;(G)the cultural and ecological values of watercourses, waterholes, lakes or springs; and
(ii)for a purpose mentioned in subsection (2)(a)—existing water supplies on the property to which the application relates, including existing weirs, groundwater and dams taking overland flow water and the availability of water at the proposed site.
(4)However, the chief executive must not approve an application for a purpose mentioned in subsection (2)(b) or (c) if the proposed storage capacity is greater than—(a)for an application for a purpose mentioned in subsection (2)(b)—10ML; or(b)for an application for a purpose mentioned in subsection (2)(c)—250ML.
(5)This section does not apply to an application about unallocated water.(6)In this section—pumping pool means a pool of water near a pump in a watercourse, lake or spring that ensures the water level of the watercourse, lake or spring is appropriate to enable the pump to function properly.26AParticular applications for water licences must not be accepted(1)This section does not apply to an application to which section 26 applies.(2)An application for a water licence must not be accepted under section 107 of the Act if the application is for a water licence to—(a)take water and use water on the land; or(b)interfere with the flow of water on, under or adjoining the land.
s 26A ins 2017 SL No. 7 s 1326BAccepting and deciding applications for dealings with water licences(1)This section applies to the chief executive in making a decision about an application for 1 or more dealings with a water licence, other than an application to which section 26 applies.(2)The chief executive may accept and decide the application if granting the application would not—(a)increase the volumetric limit for the licence; or(b)increase the interference with water under the licence; or(c)change a location from which water may be taken under the licence; or(d)change a condition of the licence, other than by removing a water storage condition.
s 26B ins 2017 SL No. 7 s 1327Deciding applications to increase per-second rate or maximum rate for water licences(1)This section applies to the chief executive in making a decision about an application to increase the per-second rate or maximum rate for a water licence.(2)The chief executive may grant the application if—(a)the existing works for taking water under the licence have the capacity to take water at a rate greater than the existing rate the subject of the application; and(b)if the existing works include a pump—the rate applied for does not exceed—(i)for a pump of a size mentioned in schedule 8, column 1—the corresponding rate stated in schedule 8, column 2 or column 3 for the pump size; or(ii)for a pump of another size—the rate decided by the chief executive having regard to the corresponding rates stated for similar pump sizes in schedule 8, column 2 or column 3.
s 27 prev s 27 om 2014 SL No. 142 s 41pres s 27 ins 2017 SL No. 7 s 1328Deciding applications to take water for stock or domestic purposes(1)This section applies to the chief executive in making a decision about an application to take water from a watercourse, lake or spring if—(a)the proposed taking is for—(i)stock purposes only; or(ii)domestic purposes only; or(iii)stock purposes and domestic purposes only; and
(b)the proposed location for the taking is not in a water management area zone.
(2)The chief executive may grant the application if the chief executive is satisfied—(a)the applicant does not hold a water entitlement allowing the taking of water from the proposed location; and(b)there is no alternative water supply to the proposed location; and(c)there is no unallocated water at the proposed location for which the applicant may apply for a water entitlement; and(d)there is a registered plan of survey for the land containing the proposed location; and(e)the plan of survey was registered before the final draft of the pre-amendment resource operations plan was approved under section 103(5) of the pre-amendment Act.
(3)Subsection (2) does not limit the matters the chief executive may consider.(4)In this section—pre-amendment Act means the Act as in force immediately before 6 December 2016.pre-amendment resource operations plan means the resource operations plan to implement the pre-amendment water resource plan as in force immediately before 6 December 2016.pre-amendment water resource plan means this plan as in force immediately before 6 December 2016.registered plan of survey means a plan of survey registered under the Land Title Act 1994.s 28 prev s 28 om 2014 SL No. 142 s 41pres s 28 ins 2017 SL No. 7 s 13Division 2Unallocated waterdiv hdg sub 2017 SL No. 7 s 14Subdivision 1General reserve, strategic reserve and SunWater reservesdiv hdg prev sdiv hdg om 2014 SL No. 142 s 41pres sdiv hdg ins 2017 SL No. 7 s 1429Unallocated water held as general, strategic or SunWater reserveUnallocated water is held as a general reserve, strategic reserve or SunWater reserve and dealt with under this division.s 29 amd 2014 SL No. 142 s 42sub 2017 SL No. 7 s 1430Volumes of unallocated water held(1)The volume of unallocated water held as a general reserve is 200,000ML.(2)The volume of unallocated water held as a strategic reserve is 335,000ML.(3)The volume of unallocated water held as a SunWater reserve is 8744ML.s 30 amd 2014 SL No. 142 s 43sub 2017 SL No. 7 s 1431Volume of unallocated water held as general reserve or strategic reserve for subcatchment areas(1)The volume of unallocated water held as a general reserve or a strategic reserve in a subcatchment area is the volume stated for the reserve in the water management protocol for the subcatchment area.(2)This section does not limit section 30(1) or (2).s 31 sub 2017 SL No. 7 s 1432Release of unallocated water held as strategic reserveUnallocated water held as a strategic reserve may be released for the following purposes—(a)35,000ML for State purposes;(b)150,000ML for a future raising of the Burdekin Falls Dam by up to 2m;(c)150,000ML for water infrastructure for the Bowen and Broken subcatchment areas for industrial purposes.
s 32 sub 2017 SL No. 7 s 14Subdivision 2Dealing with unallocated watersdiv hdg sub 2017 SL No. 7 s 1433Releasing unallocated water(1)Unallocated water may be released from the general reserve, strategic reserve or SunWater reserve under section 33A.(2)However, the volume of unallocated water released from the strategic reserve for a purpose mentioned in section 32 can not be more than the volume that may be released for the purpose under that section.s 33 sub 2017 SL No. 7 s 1433AProcesses for release of unallocated water(1)Subsection (2) applies to the release of unallocated water held as—(a)a general reserve; or(b)a strategic reserve for a State purpose.
(2)The process for releasing the unallocated water is the process stated in the Water Regulation 2016, part 2, division 2, subdivision 2.(3)Subsection (4) applies to the release of unallocated water held as—(a)a strategic reserve for a purpose other than a State purpose; or(b)a SunWater reserve.
(4)The process for releasing the unallocated water is the process stated in the water management protocol.s 33A ins 2017 SL No. 7 s 1433BUnallocated water released for coordinated project or project of regional significance(1)This section applies to a volume of unallocated water released from the strategic reserve for either of the following State purposes—(a)a coordinated project;(b)a project of regional significance.
(2)The volume of unallocated water is released only for the life of the project and, on conclusion of the project, the volume of water returns to the strategic reserve as unallocated water to be released for State purposes.s 33B ins 2017 SL No. 7 s 14Subdivision 3Dealing with unallocated water under the resource operations plansdiv hdg om 2017 SL No. 7 s 14Division 3Process for granting and amending interim resource operations licencediv hdg om 2017 SL No. 7 s 15Subdivision 1Preliminarysdiv hdg om 2017 SL No. 7 s 1534Process for Act, ss 176 and 184As 34 om 2017 SL No. 7 s 15Subdivision 2Interim resource operations licence for particular infrastructuresdiv hdg om 2017 SL No. 7 s 1535Applying for, or to amend, interim resource operations licences 35 om 2017 SL No. 7 s 1536Additional information may be requireds 36 om 2017 SL No. 7 s 1537Matters chief executive must considers 37 om 2017 SL No. 7 s 1538Deciding application for, or to amend, interim resource operations licences 38 om 2017 SL No. 7 s 15Subdivision 3Amendment by chief executivesdiv hdg om 2017 SL No. 7 s 1539Amending interim resource operations licence by chief executive—Act, s 184As 39 om 2017 SL No. 7 s 1540Matters chief executive must considers 40 om 2017 SL No. 7 s 1541Deciding whether to amend interim resource operations licences 41 om 2017 SL No. 7 s 15Subdivision 4Amendment on application by holdersdiv hdg om 2017 SL No. 7 s 1542Amending interim resource operations licence on application by holder—Act, s 184As 42 om 2017 SL No. 7 s 1543Additional information may be requireds 43 om 2017 SL No. 7 s 1544Matters chief executive must considers 44 om 2017 SL No. 7 s 1545Deciding application to amend interim resource operations licences 45 om 2017 SL No. 7 s 15Subdivision 5Granting interim water allocationssdiv hdg om 2017 SL No. 7 s 1546Granting interim water allocations—Act, s 189s 46 om 2017 SL No. 7 s 15Division 4Resource operations licences and distribution operations licencesdiv 4 (ss 47–50) om 2014 SL No. 142s 4447div 4 (ss 47–50) om 2014 SL No. 142s 4448div 4 (ss 47–50) om 2014 SL No. 142s 4449div 4 (ss 47–50) om 2014 SL No. 142s 4450div 4 (ss 47–50) om 2014 SL No. 142s 44Division 5Granting water entitlementsdiv 5 (ss 51–53) om 2014 SL No. 142s 4451div 5 (ss 51–53) om 2014 SL No. 142s 4452div 5 (ss 51–53) om 2014 SL No. 142s 4453div 5 (ss 51–53) om 2014 SL No. 142s 44Division 6Converting authorisations to water allocationspt 5 div 6 sdiv 1 hdg om 2017 SL No. 7 s 16pt 5 div 6 sdiv 2 hdg om 2014 SL No. 142 s 45pt 5 div 6 sdiv 3 hdg om 2017 SL No. 7 s 1954Application of division(1)This division applies to each water allocation to take unsupplemented water converted, under section 146 of the Act, from an authorisation.(2)In a provision about a water allocation, a reference to the authorisation is a reference to the authorisation that is converted to the water allocation.s 54 sub 2017 SL No. 7 s 1755Location for taking waterThe location for taking water, stated on a water allocation, must include the place at which water could have been taken under the authorisation.56Purpose to be stated on water allocationThe purpose stated on a water allocation must be—(a)if the purpose stated on the authorisation is stock, domestic, irrigation, stock intensive, agriculture or a similar purpose—‘rural’; or(b)if the purpose stated on the authorisation is ‘distribution loss’—‘distribution loss’; or(c)for an authorisation to take water held by the Lower Burdekin Water Board—a purpose related to supplementing a water supply scheme; or(d)otherwise—‘any’.
s 56 amd 2017 SL No. 7 s 1857Authorisations to be converteds 57 om 2014 SL No. 142s 4558Elements of a water allocation to take supplemented waters 58 om 2014 SL No. 142s 4559Nominal volumes for water allocations to take supplemented waters 59 om 2014 SL No. 142s 4560Priority groups for water allocations to take supplemented waters 60 om 2014 SL No. 142s 4561Conversion of interim water allocation 103100s 61 om 2014 SL No. 142s 4562Authorisations to be converteds 62 om 2017 SL No. 7 s 2063Elements of a water allocationA water allocation must state each of the following for the allocation—(a)the per-second rate;(b)the maximum rate;(c)the volumetric limit;(d)the flow conditions.
s 63 sub 2014 SL No. 142s 46; 2017 SL No. 7 s 2164Nominal volumes for water allocationsIn deciding the nominal volume for a water allocation, the chief executive must have regard to the following—(a)the local availability of water;(b)the conditions under which water may be taken under the authorisation;(c)if the authorisation states any volumetric limits—the volumetric limits;(d)the simulated mean annual diversion for the authorisation.
s 64 amd 2017 SL No. 7 s 2265Per-second rate(1)The per-second rate for a water allocation is—(a)if the authorisation states a per-second rate—the stated rate; or(b)if the authorisation does not state a per-second rate but the works for taking water under the authorisation include a pump—(i)for a pump of a size mentioned in schedule 8, column 1—the rate stated in schedule 8, column 2 for the pump size; or(ii)for a pump of another size—the rate decided by the chief executive having regard to the rates stated for similar pump sizes in schedule 8, column 2; or
(c)otherwise—the per-second rate decided by the chief executive having regard to—(i)the type of authorisation; and(ii)an estimate or measurement of the per-second rate at which water can be taken under the authorisation.
(2)However, for subsection (1)(b), if the authorisation holder satisfies the chief executive that the per-second rate at which water can be taken is different from the per-second rate determined under that subsection, the per-second rate is the rate decided by the chief executive having regard to the following—(a)the conditions under which the water may be taken;(b)the water taking capacity of any works for taking water under the authorisation;(c)the irrigation or water distribution system related to the works during a period, of not more than 10 years, immediately before the draft water entitlement notice that provided for the conversion of the authorisation was published;(d)the efficiency of the water use mentioned in paragraph (c).
s 65 sub 2017 SL No. 7 s 2366Maximum rate(1)The maximum rate for a water allocation is—(a)if the authorisation states the volume of water that may be taken in a day—the stated volume; or(b)if the authorisation does not state a volume but the works for taking water under the authorisation include a pump—(i)for a pump of a size mentioned in schedule 8, column 1—the maximum rate stated in schedule 8, column 3 for the pump size; or(ii)for a pump of another size—the maximum rate decided by the chief executive having regard to the maximum rates stated for similar pump sizes in schedule 8, column 3; or
(c)otherwise—the maximum rate decided by the chief executive having regard to—(i)the type of authorisation; and(ii)an estimate or measurement of the maximum rate at which water can be taken under the authorisation.
(2)However, for subsection (1)(b), if the authorisation holder satisfies the chief executive that the water taking capacity of the pump is different from the maximum rate determined under that subsection, the maximum rate is the volume decided by the chief executive having regard to the following—(a)the conditions under which the water may be taken under the authorisation;(b)the water taking capacity of any works for taking water under the authorisation;(c)the irrigation or water distribution system related to the works during a period, of not more than 10 years, immediately before the draft water entitlement notice that provided for the conversion of the authorisation was published;(d)the efficiency of the water use mentioned in paragraph (c).
(3)The chief executive must ensure the maximum rate for a water allocation is not more than the volume that could be taken in a day at the per-second rate for the water allocation.s 66 sub 2017 SL No. 7 s 2367Volumetric limitsThe volumetric limit for a water allocation is—(a)for an authorisation that states the volume of water that may be taken in a period of 12 months—the stated volume; and(b)for another authorisation—the volume decided by the chief executive having regard to the following—(i)the conditions under which water may be taken under the authorisation;(ii)the water taking capacity of any works for taking water under the authorisation;(iii)the volume required for the allocation’s intended purpose;(iv)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;(v)the efficiency of the use of the water mentioned in subparagraph (iv).
s 67 amd 2017 SL No. 7 s 2468Conditions(1)The chief executive may impose on a water allocation any condition the chief executive is satisfied is necessary to ensure the purpose and outcomes of this plan are achieved.(2)In deciding the flow conditions under which water may be taken under the allocation, the chief executive must have regard to the conditions stated on the authorisation.s 68 amd 2017 SL No. 7 s 2569Water allocation groups for water allocationsA water allocation belongs to—(a)for a water allocation in subcatchment area A—water allocation group A1; and(b)for a water allocation in subcatchment area B—water allocation group B1; and(c)for a water allocation in subcatchment area C—water allocation group C1.
s 69 amd 2017 SL No. 7 s 26Division 7Water licences to take or interfere with unsupplemented water70Application of div 7This division applies only to water licences to take or interfere with unsupplemented water from a watercourse, lake or spring.71Water licences to take unsupplemented waterA water licence to take unsupplemented water must state the following—(a)the purpose for which water may be taken under the licence, which must be 1 of the following—(i)stock and domestic;(ii)rural;(iii)any;
(b)the per-second rate for the licence;(c)the maximum rate for the licence;(d)the volumetric limit for the licence.
s 71 sub 2014 SL No. 142s 47amd 2017 SL No. 7 s 2772Purpose to be stated on water licence to take unsupplemented waterThe purpose stated on a water licence to take unsupplemented water, replacing an existing licence, must be—(a)if the purpose stated on the existing licence is stock or domestic—‘stock and domestic’; or(b)if the purpose stated on the existing licence is irrigation, stock intensive, agriculture or a similar purpose—‘rural’; or(c)otherwise—‘any’.
73Per-second rates for water licences to take unsupplemented water(1)The per-second rate for a water licence to take unsupplemented water is—(a)if the licence states a per-second rate—the stated rate; or(b)if the licence does not state a per-second rate but the works for taking water under the licence include a pump—(i)for a pump of a size mentioned in schedule 8, column 1—the rate stated in schedule 8, column 2 for the pump size; or(ii)for a pump of another size—the rate decided by the chief executive having regard to the rates stated for similar pump sizes in schedule 8, column 2; or
(c)otherwise—the per-second rate decided by the chief executive having regard to—(i)the type of licence; and(ii)an estimate or measurement of the per-second rate at which water can be taken under the licence.
(2)However, for subsection (1)(b), if the licence holder satisfies the chief executive that the per-second rate at which water can be taken is different from the per-second rate determined under that subsection, the per-second rate is the rate decided by the chief executive having regard to the following—(a)the conditions under which the water may be taken;(b)the water taking capacity of any works for taking water under the licence;(c)the irrigation or water distribution system related to the works during a period, of not more than 10 years, immediately before the commencement of this plan;(d)the efficiency of the water use mentioned in paragraph (c).
s 73 sub 2014 SL No. 142s 48; 2017 SL No. 7 s 2874Maximum rates for water licences to take unsupplemented water(1)The maximum rate for a water licence to take unsupplemented water is—(a)if the licence states the volume of water that may be taken in a day—the stated volume; or(b)if the licence does not state a volume but the works for taking water under the licence include a pump—(i)for a pump of a size mentioned in schedule 8, column 1—the maximum rate stated in schedule 8, column 3 for the pump size; or(ii)for a pump of another size—the maximum rate decided by the chief executive having regard to the maximum rates stated for similar pump sizes in schedule 8, column 3; or
(c)otherwise—the maximum rate decided by the chief executive having regard to—(i)the type of licence; and(ii)an estimate or measurement of the maximum rate at which water can be taken under the licence.
(2)However, for subsection (1)(b), if the licence holder satisfies the chief executive that the water taking capacity of the pump is different from the maximum rate determined under that subsection, the maximum rate is the volume decided by the chief executive having regard to the following—(a)the conditions under which the water may be taken under the licence;(b)the water taking capacity of any works for taking water under the licence;(c)the irrigation or water distribution system related to the works during a period, of not more than 10 years, immediately before the commencement of this plan;(d)the efficiency of the water use mentioned in paragraph (c).
(3)The chief executive must ensure the maximum rate for a water licence is not more than the total volume that could be taken in a day at the per-second rate for the licence.s 74 sub 2014 SL No. 142s 48; 2017 SL No. 7 s 2875Volumetric limits for water licences to take unsupplemented waterThe volumetric limit for a water licence to take unsupplemented water is—(a)for a licence that states the volume of water that may be taken in a period of 12 months—the stated volume; and(b)for a licence that states the area that may be irrigated—the volume decided by the chief executive having regard to the volume of water required for the licence’s intended purpose, but not more than the volume, expressed in megalitres, calculated by multiplying the area, in hectares, by—(i)for subcatchment areas A and B—8; and(ii)for subcatchment area C—9; and(iii)for subcatchment area D—6; and(iv)for other subcatchment areas—12; and
(c)for another licence—the volume decided by the chief executive having regard to the following—(i)the conditions under which water may be taken under the licence;(ii)the water taking capacity of any works for taking water under the licence;(iii)the volume required for the licence’s intended purpose;(iv)the annual volumes of water estimated by the chief executive to have been taken under the licence during the period, of not more than 10 years, immediately before the commencement of this plan;(v)the efficiency of the use of the water mentioned in subparagraph (iv).
s 75 amd 2017 SL No. 7 s 2976Conditions for taking unsupplemented water(1)The chief executive may impose on a water licence to take unsupplemented water any condition the chief executive is satisfied is necessary to ensure the purpose and outcomes of this plan are achieved.(2)In deciding the flow conditions under which water may be taken under the licence, the chief executive must have regard to the conditions stated on the licence.77Storing unsupplemented water taken under a water licence(1)Without limiting section 76(1), the chief executive may impose, on a water licence to take unsupplemented water, a condition that states the works that may be used to store the water taken under the licence.(2)In deciding whether to impose the condition mentioned in subsection (1), the chief executive must have regard to the capacity of any existing overland flow works being used to store the water.78Conditions giving effect to ruless 78 om 2017 SL No. 7 s 30Division 8Regulation of overland flow waterSubdivision 1Preliminarysdiv hdg ins 2017 SL No. 7 s 3279Limitation on taking overland flow water—Act, s 101(1)This section prescribes limits, for section 101(1)(b) of the Act, on an authorisation for a person to take overland flow water under that section.(2)A person may not take overland flow water other than—(a)for stock or domestic purposes; or(b)for another purpose if the works for taking the overland flow water have a capacity of not more than 250ML; or(c)under a water licence; or(d)overland flow water of not more than the amount necessary to satisfy the requirements of—(i)an environmental authority issued under the Environmental Protection Act 1994; or(ii)a development permit for carrying out an environmentally relevant activity, other than a mining or petroleum activity, under the Environmental Protection Act 1994; or
(e)overland flow water that is contaminated agricultural runoff water; or(f)under an authority under section 80.
(3)In this section—contaminated agricultural runoff water has the meaning given by the ‘Code for Assessable Development for Operational Works for Taking Overland Flow Water’.Editor’s note—A copy of the code is available on the department’s website.s 79 amd 2013 Act No. 23s 352sch 1 pt 2; 2017 SL No. 7 s 3180Taking water using particular existing overland flow works authorised(1)This section applies to the owner of land on which existing overland flow works are situated, other than works for taking only the overland flow water that may be taken under section 79(2)(a) to (e).(2)The owner may continue to use the existing overland flow works to take overland flow water for 1 year after the commencement of this plan.(3)Also, if the owner gives the chief executive notice of the existing overland flow works, in the approved form, and any further information reasonably required by the chief executive about the works, the owner may continue to use the works to take overland flow water after the notice and information are given.(4)In this section—existing overland flow works includes works that—(a)are a reconfiguration of existing overland flow works (the original works); and(b)do not increase the average annual volume of water taken above the average annual volume taken using the original works.
s 80 amd 2017 SL No. 7 s 33Subdivision 2Water licencessdiv hdg ins 2017 SL No. 7 s 3480ADeciding application to amend water licence by removing water storage condition(1)This section applies in relation to an application to amend a water licence (the existing licence) by removing a water storage condition of the licence.(2)If the chief executive grants the application, the chief executive must grant to the applicant a water licence (the separate licence) to take overland flow water. (3)The separate licence—(a)must authorise the taking of overland flow water only from the location at which water was taken or interfered with under the existing licence; and(b)must state the purpose for which water may be taken under the separate licence, which must be either—(i)rural; or(ii)any; and
(c)must state at least 1 of the following for the separate licence—(i)the maximum rate;(ii)the maximum volume of water to be stored in existing overland flow works used to take overland flow water under the licence;(iii)the volumetric limit; (iv)the mean annual volume; and
(d)may state conditions under which overland flow water may be taken under the separate licence.
s 80A ins 2017 SL No. 7 s 3581Definition for subdivisionIn this subdivision—authority means an authority to continue to use existing overland flow works under section 80(3).s 81 ins 2017 SL No. 7 s 3681APurpose of subdivisionThis subdivision—(a)states, for section 116 of the Act, a process for the allocation of overland flow water under a water licence to replace an authority; and(b)states a process for amending a water licence mentioned in paragraph (a).
s 81A ins 2017 SL No. 7 s 3681BNotice of proposed grant or amendment(1)Before granting or amending a water licence, the chief executive must give the holder of the authority or the licence notice of the proposed grant or amendment.(2)The notice must—(a)state the chief executive proposes to—(i)grant a water licence to take overland flow water using the holder’s existing overland flow works; or(ii)if the holder has been granted a licence mentioned in subparagraph (i)—amend the licence; and
(b)require the holder to—(i)clearly describe the overland flow works; and(ii)give the chief executive information about the pattern of water use from the works based on the requirements and purpose for which the water is, or is to be, used.
(3)The notice may require the holder to give the chief executive—(a)if the notice is for a proposed grant of a water licence—a report about the taking of overland flow water under the authority to be replaced; and(b)other information the chief executive considers relevant.
(4)For subsection (3)(a), the report must—(a)accurately describe—(i)the operation of the existing overland flow works; and(ii)the capacity of the works to take overland flow water; and
(b)if required by the chief executive in the notice—be verified as accurate, and signed, by a registered professional engineer.
(5)In this section—registered professional engineer see the Professional Engineers Act 2002, schedule 2.s 81B ins 2017 SL No. 7 s 3681CDecision about grant or amendmentIn deciding whether to grant or amend the water licence, the chief executive—(a)must consider any report or other information given to the chief executive under section 81B; and(b)may consider other matters the chief executive considers relevant.
s 81C ins 2017 SL No. 7 s 3681DContent, conditions and effect of water licence(1)If the water licence is granted or amended, the licence—(a)must state the purpose for which water may be taken under the licence, which must be either—(i)rural; or(ii)any; and
(b)must state at least 1 of the following for the licence—(i)the maximum rate for the licence;(ii)the maximum volume of water to be stored in existing overland flow works used to take overland flow water under the licence;(iii)the volumetric limit for the licence; (iv)the mean annual volume for the licence; and
(c)may state conditions under which overland flow water may be taken under the licence.
(2)If a water licence is granted under this subdivision, the authority it replaces stops having effect.s 81D ins 2017 SL No. 7 s 36Division 9Relationship with Sustainable Planning Act 2009div hdg amd 2009 SL No. 280s 156om 2016 SL No. 216 s 146 sch 2082Works for taking overland flow waters 82 amd 2009 SL No. 280s 157; 2011 Act No. 40s 107 schom 2016 SL No. 216 s 146 sch 2082AParticular works for interfering with water in the Burdekin Haughton Water Supply Schemes 82A ins 2010 SL No. 261s 3om 2016 SL No. 216 s 146 sch 20Part 6Monitoring and reporting requirementspt hdg sub 2014 SL No. 142s 4983Monitoring and reporting requirements(1)To help the Minister assess the effectiveness of the management strategies for achieving the outcomes mentioned in part 3, the water management protocol must state the monitoring requirements for water and natural ecosystems for this plan.(2)Subsection (1) does not limit the monitoring requirements the chief executive may impose for this plan.s 83 sub 2014 SL No. 142s 49amd 2017 SL No. 7 s 3784Minister’s report on plan—Act, s 53s 84 sub 2014 SL No. 142s 49om 2016 SL No. 216 s 146 sch 2085Operators of infrastructure to give reportss 85 om 2014 SL No. 142s 4986Minister’s report on plan—Act, s 53s 86 om 2014 SL No. 142s 49Part 7Amending this planpt hdg sub 2017 SL No. 7 s 3887Amendments of a type not requiring public consultation—Act, s 51For section 51(2)(a) of the Act, the following types of amendment to this plan do not require public consultation on a draft of the plan—(a)an amendment or addition of—(i)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 3; or(ii)a node; or(iii)a priority group; or(iv)a water allocation group; or(v)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 3; or(vi)a water management area;
(b)an amendment of the capacity mentioned in section 79(2)(b); (c)an amendment to subdivide a subcatchment area.
s 87 amd 2014 SL No. 142s 50sub 2017 SL No. 7 s 3888Minor or stated amendment of plan—Act, s 57s 88 amd 2009 SL No. 280s 158; 2014 SL No. 142s 51; 2016 SL No. 216 s 146 sch 20om 2017 SL No. 7 s 3889Amending or replacing plans 89 om 2017 SL No. 7 s 38Schedule 1Plan areasections 4 and 9![]()
Schedule 2Subcatchment areassection 5![]()
Schedule 2AWater management area zonessection 6A![]()
sch 2A ins 2017 SL No. 7 s 39Schedule 3Giru Benefited Groundwater Areasection 7![]()
Schedule 4Nodessection 9Column 1Column 2
NodeLocation
1Burdekin River at the river’s downstream limit
1ABurdekin River anabranch at the anabranch’s downstream limit
2Haughton River at the river’s downstream limit
3Haughton River at the supplementation point (AMTD 42km)
4Burdekin River at its confluence with the anabranch (AMTD 10km)
5Burdekin River at Warren’s Gully (AMTD 34.7km)
6Burdekin River immediately downstream of Clare Weir (AMTD 50.3km)
7Burdekin River immediately downstream of Burdekin Falls Dam (AMTD 158.8km)
8Burdekin River immediately upstream of its confluence with the Suttor River (AMTD 174.5km)
9Burdekin River immediately downstream of Charters Towers Weir (AMTD 317km)
10Cape River at its confluence with the Suttor River (AMTD 0.0km)
11Suttor River at its confluence with the Burdekin River (AMTD 0.0km)
12Bowen River at the upstream limit of the impounded area of the Blue Valley Weir (AMTD 5.5km)
13Bowen River immediately downstream of Bowen River Weir (AMTD 94.4km)
14Broken River immediately downstream of Eungella Dam (AMTD 71.2km)
sch 4 amd 2010 SL No. 261 s 4; 2016 SL No. 216 s 146 sch 20Schedule 5Environmental flow objectivessection 16Part 1Low flow objectives1At each node mentioned in table 1, column 1—(a)the percentage of the total number of days in the simulation period that the 50% non-zero daily flow is equalled or exceeded be at least the percentage stated, for the node, in table 1, column 2; and(b)the percentage of the total number of days in the simulation period that the 80% non-zero daily flow is equalled or exceeded be at least the percentage stated, for the node, in table 1, column 3; and(c)the percentage of the total number of days in the simulation period that the daily flow is zero be not more than the percentage stated, for the node, in table 1, column 4.
Table 1Column 1Column 2Column 3Column 4
NodePercentagePercentagePercentage
124655
2152666
8446915
10254149
11325235
12326215
2At 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 80% non-zero daily flow is equalled or exceeded be at least the percentage stated for the water flow season, for the node, in table 2, column 2.Table 2Column 1Column 2
NodeWater flow season
January–March water flow season percentageApril–June water flow season percentageJuly–September water flow season percentageOctober–December water flow season percentage
192844544
2642949
1285814635
3At each node mentioned in table 3, column 1—(a)the number of periods of no flow of more than 1 month but not more than 6 months in the simulation period be not more than the number stated for the node in table 3, column 2; and(b)the number of periods of no flow of more than 6 months in the simulation period be not more than the number stated for the node in table 3, column 3.
Table 3Column 1Column 2Column 3
NodePeriods of no flow of more than 1 month but not more than 6 monthsPeriods of no flow of more than 6 months
1110
214443
8571
101653
111181
12542
Part 2Medium to high flow objectives1At each node mentioned in table 4, column 1—(a)the mean annual flow in the simulation period, expressed as a percentage of the mean annual flow for the pre-development flow pattern, be at least the percentage stated for the node in table 4, column 2; and(b)the median annual flow in the simulation period, expressed as a percentage of the median annual flow for the pre-development flow pattern, be at least the percentage stated for the node in table 4, column 3; and(c)the 1.5 year daily flow volume in the simulation period, expressed as a percentage of the 1.5 year daily flow volume for the pre-development flow pattern, be at least the percentage stated for the node in table 4, column 4; and(d)the 5 year daily flow volume in the simulation period, expressed as a percentage of the 5 year daily flow volume for the pre-development flow pattern, be at least the percentage stated for the node in table 4, column 5; and(e)the 20 year daily flow volume in the simulation period, expressed as a percentage of the 20 year daily flow volume for the pre-development flow pattern, be at least the percentage stated for the node in table 4, column 6.
Table 4Column 1Column 2Column 3Column 4Column 5Column 6
NodeMean annual flow percentageMedian annual flow percentage1.5 year daily flow volumepercentage5 year daily flow volume percentage20 year daily flow volume percentage
17559507986
2928895——
8979699——
109897989999
119288949698
128280928686
2At each node mentioned in table 5, column 1, the annual proportional flow deviation be not more than the annual proportional flow deviation stated for the node in table 5, column 2.
Table 5Column 1Column 2
NodeAnnual proportional flow deviation
12.9
21.8
100.2
111.0
121.2
sch 5 amd 2014 SL No. 142 s 52Schedule 6Water allocation security objectivessection 18Part 1Supplemented water1For water allocations in the high priority group in the Burdekin Haughton Water Supply Scheme, the annual supplemented water sharing index be 100%.2For water allocations in the medium priority group in the Burdekin Haughton Water Supply Scheme—(a)the annual supplemented water sharing index be at least 90%; and(b)the monthly supplemented water sharing index be at least 95%; and
3For water allocations in the high A1 priority group in the Bowen Broken Water Supply Scheme—(a)the annual supplemented water sharing index be at least 95%; and(b)the extent to which it is less than 99% be minimised; and(c)the monthly supplemented water sharing index be at least 98%.
4For water allocations in the high A2 priority group in the Bowen Broken Water Supply Scheme—(a)the annual supplemented water sharing index be at least 90%; and(b)the extent to which it is less than 95% be minimised; and(c)the monthly supplemented water sharing index be at least 98%; and(d)the extent to which it is less than 99% be minimised.
5For water allocations in the medium priority group in the Bowen Broken Water Supply Scheme—(a)the annual supplemented water sharing index be at least 65%; and(b)the extent to which it is less than 75% be minimised; and(c)the monthly supplemented water sharing index be at least 85%; and(d)the extent to which it is less than 90% be minimised.
Part 2Unsupplemented water1For water allocations in a water allocation group mentioned in table 1, column 1—(a)the 30% unsupplemented water sharing index be at least the percentage stated for the group in table 1, column 2; and(b)the 50% unsupplemented water sharing index be at least the percentage stated for the group in table 1, column 3; and(c)the 70% unsupplemented water sharing index be at least the percentage stated for the group in table 1, column 4.
Table 1Column 1Column 2Column 3Column 4
Water allocation group30% unsupplemented water sharing index percentage50% unsupplemented water sharing index percentage70% unsupplemented water sharing index percentage
A1 (Lower Burdekin)107107107
B1 (Haughton)107107107
C1 (Bowen)110110110
2For water allocations in a water allocation group mentioned in table 2, column 1, the annual volume probability be at least the percentage stated for the group in table 2, column 2.Table 2Column 1Column 2
Water allocation groupAnnual volume probability percentage
A1 (Lower Burdekin)85
B1 (Haughton)85
C1 (Bowen)75
Schedule 7WATER LICENCESsch 7 om 2014 SL No. 142 s 53Schedule 8Rates and pump sizessections 27(2)(b), 65, 66, 73 and 74Column 1Column 2Column 3
Pump size (mm)Per-second rate (litres/second)Maximum rate (megalitres)
3280.6
40161
50251.5
65463.5
80653.9
100956.9
1251207.8
15015012.1
20022015.6
25030021.6
30035025.9
35040030.2
375 to 40050037.2
50066047.5
600 to 610120086.4
650 to 6601700120
700 to 7202100150
750 to 7702500180
780 to 8102800200
sch 8 amd 2017 SL No. 7 s 40Schedule 9Formulasch 10, definition annual proportional flow deviationwhere—p means the number of years.cij means the modelled flow for month i in year j.nij means the modelled natural flow for month i in year j.ni means the modelled natural flow for month i across p years.Schedule 10Dictionarysection 31.5 year daily flow volume, for a node, means the daily flow, at the node, that has a 67% probability of being reached at least once a year.5 year daily flow volume, for a node, means the daily flow, at the node, that has a 20% probability of being reached at least once a year.20 year daily flow volume, for a node, means the daily flow, at the node, that has a 5% probability of being reached at least once a year.30% unsupplemented water sharing index, for a group of water allocations, means the total volume of water simulated to have been taken annually under the allocations in at least 30% of years in the simulation period, if the allocations were in existence for the whole of the simulation period, expressed as a percentage of the simulated mean annual diversion for the allocations.50% non-zero daily flow, for a node, means the daily flow, at the node, that is equalled or exceeded on 50% of the days on which there is a flow in the simulation period for the pre-development flow pattern.50% unsupplemented water sharing index, for a group of water allocations, means the total volume of water simulated to have been taken annually under the allocations in at least 50% of years in the simulation period, if the allocations were in existence for the whole of the simulation period, expressed as a percentage of the simulated mean annual diversion for the allocations.70% unsupplemented water sharing index, for a group of water allocations, means the total volume of water simulated to have been taken annually under the allocations in at least 70% of years in the simulation period, if the allocations were in existence for the whole of the simulation period, expressed as a percentage of the simulated mean annual diversion for the allocations.80% non-zero daily flow, for a node, means the daily flow, at the node, that is equalled or exceeded on 80% of the days on which there is a flow in the simulation period for the pre-development flow pattern.adopted middle thread distance means the distance in kilometres, measured along the middle of a watercourse, that a specific point in the watercourse is, at the commencement of this plan, from—(a)the watercourse’s mouth; or(b)if the watercourse is not a main watercourse—the watercourse’s confluence with its main watercourse.
AMTD means adopted middle thread distance.annual flow volume, for a node, means the total volume of flow, at the node, in a period of 12 months starting on 1 July.annual proportional flow deviation, for a node, means the statistical measure of changes to flow season and volume in the simulation period, at the node, calculated using the formula in schedule 9.annual supplemented water sharing index, for water allocations to take supplemented water in a particular priority group, means the percentage of years in the simulation period in which the allocations are fully supplied.annual variability, for a flow at a point in a watercourse, means the amount of change in the flow that happens between years.annual volume probability, for a group of water allocations, means the percentage of years in the simulation period in which the volume of water that may be taken by the group is at least the total of the nominal volumes for the allocations in the group.annual volumetric limit ...def annual volumetric limit om 2017 SL No. 7 s 41(1)authorisation means a licence, permit, interim water allocation or other authority to take water given under the Act or the repealed Act, other than a permit for stock or domestic purposes.authority, for part 5, division 8, subdivision 2, see section 81.def authority ins 2017 SL No. 7 s 41(2)average volume of water allowed to be taken under authorisations means the total volume of water simulated to have been taken under the authorisations during the simulation period if the authorisations were in existence for the whole of the simulation period, divided by the number of years in the simulation period.Bowen Broken Water Supply Scheme means the scheme for the supply of water under the resource operations licence for the Bowen Broken Water Supply Scheme.def Bowen Broken Water Supply Scheme sub 2017 SL No. 7 s 41Burdekin Haughton Water Supply Scheme means the scheme for the supply of water under the resource operations licence for the Burdekin Haughton Water Supply Scheme.def Burdekin Haughton Water Supply Scheme sub 2017 SL No. 7 s 41coordinated project means a coordinated project under the State Development and Public Works Organisation Act 1971.def coordinated project ins 2017 SL No. 7 s 41(2)daily flow, for a node, means the volume of water that flows past the node in a day.daily volumetric limit ...def daily volumetric limit om 2017 SL No. 7 s 41(1)discharge, for a flow at a point in a watercourse, means the rate at which water passes the point, measured in cubic metres a second or megalitres a day.ecological assets include a species, a group of species, a biological function, an ecosystem and a place of natural value.event duration, for a flow at a point in a watercourse, means the period of time when the discharge is greater than or less than the level necessary for a particular ecological process to happen.existing overland flow works means works that allow the taking of overland flow water and were—(a)in existence on 17 January 2002; or(b)started, but not completed by 17 January 2002 and—(i)if a variation to a moratorium notice was granted for the works under section 27 of the Act—have been, or are being, completed in accordance with the moratorium notice, as varied; or(ii)if subparagraph (i) does not apply—were completed by 30 June 2002; or
(c)for works to which the moratorium notice published on 17 January 2002 and amended on 25 July 2002 did not apply—started before the commencement of this plan.
def existing overland flow works amd 2014 SL No. 142 s 54(1)existing overland flow works see section 80(4).def existing overland flow works, 2nd mention, ins 2017 SL No. 7 s 41(2)flow regime means the entire range of flows at a point in a watercourse including variations in the watercourse height, discharge, seasonality, annual variability and event duration.Giru Benefited Groundwater Area means the area shown on the map in schedule 3 as the Giru Benefited Groundwater Area.hydraulic habitat requirements, of an ecological asset, are the hydraulic or physical attributes of the flow regime that are—(a)required for a particular biological process or response to happen in relation to the asset; or(b)necessary to maintain the long-term biological integrity of the asset.
IQQM computer program means the department’s Integrated Quantity and Quality Modelling computer program, and associated statistical analysis and reporting programs, that simulate daily stream flows, flow management, storages, releases, instream infrastructure, water diversions, water demands and other hydrologic events in the plan area.maximum rate, for a water licence, means the maximum volume of water, in megalitres, that may be taken under the licence during a day.def maximum rate ins 2017 SL No. 7 s 41(2)mean annual flow, for a node, means the total volume of flow, at the node, in the simulation period divided by the number of years in the simulation period.median annual flow, for a node, means the annual flow volume, at the node, that is equalled or exceeded in 50% of years in the simulation period.mining includes prospecting or exploring—(a)under the Mineral Resources Act 1989 or another Act relating to mining; and(b)on land to which a mining tenement under the Mineral Resources Act 1989 relates.
monthly supplemented water sharing index, for water allocations to take supplemented water in a particular priority group, means the percentage of months in the simulation period in which the allocations are fully supplied.node see section 9.operator of infrastructure for interfering with water, for part 6, means—(a)the holder of a resource operations licence or a distribution operations licence; or(b)an operator of infrastructure for interfering with water, mentioned in the resource operations plan.
operator of infrastructure for interfering with water ...def operator of infrastructure for interfering with water om 2017 SL No. 7 s 41(1)period of no flow, for a node, means a period in which the watercourse has ceased to flow at the node.per-second rate, for a water entitlement, means the maximum volume of water, in litres, that may be taken under the entitlement each second.def per-second rate ins 2017 SL No. 7 s 41(2)plan area means the area shown as the plan area on the map in schedule 1.pre-development flow pattern means the pattern of water flows, during the simulation period, decided by the chief executive using the IQQM computer program as if—(a)there were no dams or other water infrastructure in the plan area; and(b)no water was taken under authorisations in the plan area.
project of regional significance means a project the chief executive, having regard to the following, considers to be significant for a region in the plan area—(a)the outcomes stated in part 3;(b)the economic or social impact the project will have on the region;(c)the public interest and the welfare of people in the region;(d)another matter the chief executive considers relevant.
def project of regional significance ins 2017 SL No. 7 s 41(2)related development permit, for an authorisation, means the development permit for the works for taking water under the authorisation.resource operations plan ...def resource operations plan amd 2016 SL No. 216 s 146 sch 20om 2017 SL No. 7 s 41(1)seasonality, for a flow at a point in a watercourse, means the time of year when the flow happens.simulated mean annual diversion, for an authorisation or group of authorisations, means the total volume of water simulated to have been taken under the authorisations, if the authorisations were in existence for the whole of the simulation period, divided by the number of years in the simulation period.simulation period means the period from 1 January 1890 to 31 December 2004.started, for existing overland flow works, means—(a)construction of the works had physically begun or, if construction had not physically begun, a contract had been entered into to begin construction; and(b)an independently verifiable construction program existed for progressive construction towards completion of the works; and(c)detailed design plans existed showing, among other things, the extent of the works; and(d)if a permit under the Local Government Act 1993, section 940, was required for the works—the permit had been issued; and(e)if a development permit was required for the works—the permit had been given.
State purpose means—(a)a coordinated project; or(b)a project of regional significance; or(c)town water supply purposes.
def State purpose ins 2017 SL No. 7 s 41(2)subcatchment area see section 5.SunWater reserve ...def SunWater reserve om 2017 SL No. 7 s 41(1)supplementation point, for a watercourse, means the most upstream point on the watercourse at which the natural flow of water in the watercourse is supplemented by water from a dam or weir.supplemented water means water supplied under an interim resource operations licence, resource operations licence or other authority to operate water infrastructure.this plan means this water resource plan.unsupplemented water means water that is not supplemented water.volumetric limit, for a water licence, means the maximum volume of water, in megalitres, that may be taken under the licence during a water year.def volumetric limit ins 2017 SL No. 7 s 41(2)water flow season means any of the following periods in a year—(a)the period from 1 January to 31 March (January–March water flow season);(b)the period from 1 April to 30 June (April–June water flow season);(c)the period from 1 July to 30 September (July–September water flow season);(d)the period from 1 October to 31 December (October–December water flow season).
waterhole means a part of a watercourse that contains water after the watercourse ceases to flow, other than a part of a watercourse that is within the storage area of a dam on the watercourse.water management area see section 6.water management area zone see section 6A(1).def water management area zone ins 2017 SL No. 7 s 41(2)water management protocol means the water management protocol to implement this plan.def water management protocol ins 2017 SL No. 7 s 41(2)water storage condition, of a water licence, means a condition requiring water taken under the licence to be stored in works used to take overland flow water. def water storage condition ins 2017 SL No. 7 s 41(2)works that allow the taking of overland flow water include—(a)storages, sumps, drains, embankments, channels and pumps for taking, or that can be used for taking, overland flow water; and(b)storages that are connected to the works mentioned in paragraph (a); and(c)works that make, or that can be used to make, the original connection between the storages mentioned in paragraph (b) and the works mentioned in paragraph (a).