This plan sets measurable environmental-flow and water-allocation security targets, prescribes the models and indicators used to test decisions, and divides unallocated water into strategic, infrastructure and general reserves with rules for release. It affects landowners, licence‑holders and infrastructure operators by imposing flow/volume limits, conversion rules and licence conditions, and places decision‑making and modelling discretion with the chief executive (see ss.16–25, 37–47, 86–97). Compliance costs fall on applicants and licence‑holders; administrative choices are made by the chief executive.
This instrument sets the measurable objectives, decision rules and administrative mechanics for allocating and managing surface water and groundwater in the plan area. It converts certain pre-existing authorisations to water allocations, prescribes performance indicators and numerical targets for environmental flows and allocation security, and establishes how unallocated water is held and released. Key mechanical features include:
Environmental flow performance indicators and objectives for surface water (secs 16-17, schedule 6) and groundwater (secs 18-19, schedule 6 part 4). The plan names specific hydrological indicators (for example, base flow for low-flow assessment, mean annual flow, 4% and 10% daily exceedance duration flows, multi‑year event volumes) and delegates the numerical targets to schedule 6 (see schedule 6 tables and parts referenced in s 16 and s 17).
Required technical simulation tools for assessing decisions about consistency with objectives: the IQQM computer program for surface water modelling (s 24), and the Callide Valley groundwater computer program for groundwater (s 25). Alternatives require chief executive approval and must be at least as accurate as the named models (s 24(2)-(3), s 25(2)-(3)).
A set of prescribed matters the chief executive must consider when drafting environmental management rules, water sharing rules and water allocation change rules (ss 27-29). These lists identify ecological connectivity, baseflow, bed and bank effects, cultural values, unsupplemented water sharing indices, historical groundwater level ranges, and local availability among the factors to be weighed.
A three‑part framework for unallocated water,strategic reserve, strategic water infrastructure reserve and general reserve,each with purpose constraints and quantified reserve volumes for particular areas in schedule 8 (secs 38-47, s 45 listing river‑specific nominal volumes).
Current sections
Direct links to the current provisions in Water Plan (Fitzroy Basin) 2011.
195
ch.4-pt.1
Environmental flow objectives
Environmental flow objectives
ch.4-pt.1-div.1
Surface water
Surface water
sec.16
Performance indicators for environmental flow objectives
sec.16 Performance indicators for environmental flow objectives
The performance indicators for the environmental flow objectives are—
for assessing periods of low flow—the base flow; and
for assessing periods of medium to high flow, the following—
mean annual flow;
median annual flow ratio;
annual proportional flow deviation;
mean wet season flow;
4% daily exceedance duration flow;
10% daily exceedance duration flow;
2 year daily flow volume;
5 year daily flow volume;
20 year daily flow volume; and
for assessing the first post-winter flow event—the performance indicators listed in schedule 6 , part 3 .
(a) for assessing periods of low flow—the base flow; and
(b) for assessing periods of medium to high flow, the following— (i) mean annual flow; (ii) median annual flow ratio; (iii) annual proportional flow deviation; (iv) mean wet season flow; (v) 4% daily exceedance duration flow; (vi) 10% daily exceedance duration flow; (vii) 2 year daily flow volume; (viii) 5 year daily flow volume; (ix) 20 year daily flow volume; and
(i) mean annual flow;
(ii) median annual flow ratio;
(iii) annual proportional flow deviation;
(iv) mean wet season flow;
(v) 4% daily exceedance duration flow;
(vi) 10% daily exceedance duration flow;
(vii) 2 year daily flow volume;
(viii) 5 year daily flow volume;
(ix) 20 year daily flow volume; and
(c) for assessing the first post-winter flow event—the performance indicators listed in schedule 6 , part 3 .
(i) mean annual flow;
(ii) median annual flow ratio;
(iii) annual proportional flow deviation;
(iv) mean wet season flow;
(v) 4% daily exceedance duration flow;
(vi) 10% daily exceedance duration flow;
(vii) 2 year daily flow volume;
(viii) 5 year daily flow volume;
(ix) 20 year daily flow volume; and
sec.17
Environmental flow objectives
sec.17 Environmental flow objectives
The environmental flow objectives for surface water for this plan are stated in schedule 6 , parts 1 to 3 .
ch.4-pt.1-div.2
Groundwater
Groundwater
sec.18
Performance indicators for environmental flow objectives—relevant groundwater-dependent ecosystems
sec.18 Performance indicators for environmental flow objectives—relevant groundwater-dependent ecosystems
The performance indicator for the environmental flow objectives for assessing groundwater levels to support relevant groundwater-dependent ecosystems is the drawdown duration.
sec.19
Environmental flow objectives
sec.19 Environmental flow objectives
The environmental flow objectives for groundwater for this plan are stated in schedule 6 , part 4 .
ch.4-pt.2
Water allocation security objectives
Water allocation security objectives
sec.20
Performance indicators for water allocation security objectives
sec.20 Performance indicators for water allocation security objectives
The performance indicators for the water allocation security objectives are—
for taking supplemented surface water, the following—
annual supplemented water sharing index;
monthly supplemented water sharing index; and
for taking unsupplemented surface water—the annual volume probability; and
for taking supplemented groundwater—the annual supplemented water sharing index; and
for taking unsupplemented groundwater—the annual volume probability.
(a) for taking supplemented surface water, the following— (i) annual supplemented water sharing index; (ii) monthly supplemented water sharing index; and
(i) annual supplemented water sharing index;
(ii) monthly supplemented water sharing index; and
(b) for taking unsupplemented surface water—the annual volume probability; and
(c) for taking supplemented groundwater—the annual supplemented water sharing index; and
(d) for taking unsupplemented groundwater—the annual volume probability.
(i) annual supplemented water sharing index;
(ii) monthly supplemented water sharing index; and
sec.21
Water allocation security objectives
sec.21 Water allocation security objectives
The water allocation security objectives for this plan are stated in—
for water allocations to take supplemented water— schedule 7 , part 1 ; and
for water allocations to take unsupplemented surface water— schedule 7 , part 2 ; and
for water allocations to take unsupplemented groundwater— schedule 7 , part 3 .
(a) for water allocations to take supplemented water— schedule 7 , part 1 ; and
(b) for water allocations to take unsupplemented surface water— schedule 7 , part 2 ; and
(c) for water allocations to take unsupplemented groundwater— schedule 7 , part 3 .
ch.5-pt.1
Strategies for both surface water and groundwater
Strategies for both surface water and groundwater
ch.5-pt.1-div.1
General provisions
General provisions
sec.22
Application of pt 1
sec.22 Application of pt 1
This part applies to surface water and groundwater.
sec.23
Decisions to be consistent with objectives
sec.23 Decisions to be consistent with objectives
Decisions about the allocation or management of water in the plan area, other than a decision about a water permit, must be consistent with—
the environmental flow objectives stated in schedule 6 ; and
the water allocation security objectives stated in schedule 7 .
(a) the environmental flow objectives stated in schedule 6 ; and
(b) the water allocation security objectives stated in schedule 7 .
sec.24
Assessing impact of decisions about surface water
sec.24 Assessing impact of decisions about surface water
The IQQM computer program’s simulation for the simulation period is used to assess consistency with the environmental flow objectives and the water allocation security objectives for surface water.
If it is not practicable to use the IQQM computer program, another assessment method approved by the chief executive may be used.
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.
(sec.24-ssec.1) The IQQM computer program’s simulation for the simulation period is used to assess consistency with the environmental flow objectives and the water allocation security objectives for surface water.
(sec.24-ssec.2) If it is not practicable to use the IQQM computer program, another assessment method approved by the chief executive may be used.
(sec.24-ssec.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.
sec.25
Assessing impact of decisions about groundwater
sec.25 Assessing impact of decisions about groundwater
The Callide Valley groundwater computer program’s simulation for the simulation period is used to assess consistency with the environmental flow objectives and the water allocation security objectives for groundwater.
If it is not practicable to use the Callide Valley groundwater computer program, another assessment method approved by the chief executive may be used.
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 Callide Valley groundwater computer program.
In this section—
Callide Valley groundwater computer program means the department’s computer program and associated data files, and statistical and data processing programs, that simulate groundwater levels, groundwater demand, recharge and groundwater flows in parts of the Callide Groundwater Unit 1.
s 25 amd 2021 SL No. 71 ss 12 , 49 (4)
(sec.25-ssec.1) The Callide Valley groundwater computer program’s simulation for the simulation period is used to assess consistency with the environmental flow objectives and the water allocation security objectives for groundwater.
(sec.25-ssec.2) If it is not practicable to use the Callide Valley groundwater computer program, another assessment method approved by the chief executive may be used.
(sec.25-ssec.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 Callide Valley groundwater computer program.
(sec.25-ssec.4) In this section— Callide Valley groundwater computer program means the department’s computer program and associated data files, and statistical and data processing programs, that simulate groundwater levels, groundwater demand, recharge and groundwater flows in parts of the Callide Groundwater Unit 1.
sec.26
Section sec.26
s 26 om 2014 SL No. 142 s 73
sec.27
Matters to be considered for environmental management rules
sec.27 Matters to be considered for environmental management rules
In deciding the environmental management rules to be included in the resource operations plan, the chief executive is to consider—
the streamflows required to maintain the following—
the longitudinal connectivity of low flow habitats throughout river systems in the plan area;
the wetted habitats at riffles and other streambed features;
the natural seasonality of flows;
the replenishment of refuge pools that enable movement of instream biota;
the lateral connectivity between rivers in the plan area and their adjacent riverine environments including floodplains;
the connectivity, through the flow of water, between a watercourse, lake or spring and groundwater to replenish aquifers;
the first post-winter flow event at nodes downstream of supplemented water infrastructure; and
the distance of a water bore from a watercourse, lake, spring or area of ecological value; and
the groundwater levels required to maintain the following—
habitats needed by aquatic biota in hyporheic zones;
relevant groundwater-dependent ecosystems;
the connectivity through the flow of water between an aquifer and an adjacent watercourse, lake or spring to replenish instream pools and enable movement of instream aquatic biota;
the natural seasonality of low flows; and
the impact the taking of, or interfering with, water may have on the following—
instream water levels;
water quality;
baseflow;
groundwater levels;
the natural movement of sediment;
the bed and banks of a watercourse or lake;
riparian vegetation;
habitats for native plants and animals;
the contribution from aquifers to the flow of water in watercourses;
the inundation of habitats;
the movement of fish and other aquatic animals;
the ecological values of waterholes, lakes, springs, relevant groundwater-dependent ecosystems or hyporheic zones;
the recreation and aesthetic values of the plan area;
cultural values including, for example, cultural values of traditional owners of an area.
Subsection (1) does not limit the matters the chief executive may consider.
In this section—
hyporheic zone means the zone where an exchange between surface water and groundwater happens.
water bore means a subartesian bore.
s 27 amd 2021 SL No. 71 ss 13 , 49 (6)
(sec.27-ssec.1) In deciding the environmental management rules to be included in the resource operations plan, the chief executive is to consider— the streamflows required to maintain the following— the longitudinal connectivity of low flow habitats throughout river systems in the plan area; the wetted habitats at riffles and other streambed features; the natural seasonality of flows; the replenishment of refuge pools that enable movement of instream biota; the lateral connectivity between rivers in the plan area and their adjacent riverine environments including floodplains; the connectivity, through the flow of water, between a watercourse, lake or spring and groundwater to replenish aquifers; the first post-winter flow event at nodes downstream of supplemented water infrastructure; and the distance of a water bore from a watercourse, lake, spring or area of ecological value; and the groundwater levels required to maintain the following— habitats needed by aquatic biota in hyporheic zones; relevant groundwater-dependent ecosystems; the connectivity through the flow of water between an aquifer and an adjacent watercourse, lake or spring to replenish instream pools and enable movement of instream aquatic biota; the natural seasonality of low flows; and the impact the taking of, or interfering with, water may have on the following— instream water levels; water quality; baseflow; groundwater levels; the natural movement of sediment; the bed and banks of a watercourse or lake; riparian vegetation; habitats for native plants and animals; the contribution from aquifers to the flow of water in watercourses; the inundation of habitats; the movement of fish and other aquatic animals; the ecological values of waterholes, lakes, springs, relevant groundwater-dependent ecosystems or hyporheic zones; the recreation and aesthetic values of the plan area; cultural values including, for example, cultural values of traditional owners of an area.
(sec.27-ssec.2) Subsection (1) does not limit the matters the chief executive may consider.
(sec.27-ssec.3) In this section— hyporheic zone means the zone where an exchange between surface water and groundwater happens. water bore means a subartesian bore.
(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; (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; (vi) the connectivity, through the flow of water, between a watercourse, lake or spring and groundwater to replenish aquifers; (vii) the first post-winter flow event at nodes downstream of supplemented water infrastructure; and
(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;
(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;
(vi) the connectivity, through the flow of water, between a watercourse, lake or spring and groundwater to replenish aquifers;
(vii) the first post-winter flow event at nodes downstream of supplemented water infrastructure; and
(b) the distance of a water bore from a watercourse, lake, spring or area of ecological value; and
(c) the groundwater levels required to maintain the following— (i) habitats needed by aquatic biota in hyporheic zones; (ii) relevant groundwater-dependent ecosystems; (iii) the connectivity through the flow of water between an aquifer and an adjacent watercourse, lake or spring to replenish instream pools and enable movement of instream aquatic biota; (iv) the natural seasonality of low flows; and
(i) habitats needed by aquatic biota in hyporheic zones;
(ii) relevant groundwater-dependent ecosystems;
(iii) the connectivity through the flow of water between an aquifer and an adjacent watercourse, lake or spring to replenish instream pools and enable movement of instream aquatic biota;
(iv) the natural seasonality of low flows; and
(d) the impact the taking of, or interfering with, water may have on the following— (i) instream water levels; (ii) water quality; (iii) baseflow; (iv) groundwater levels; (v) the natural movement of sediment; (vi) the bed and banks of a watercourse or lake; (vii) riparian vegetation; (viii) habitats for native plants and animals; (ix) the contribution from aquifers to the flow of water in watercourses; (x) the inundation of habitats; (xi) the movement of fish and other aquatic animals; (xii) the ecological values of waterholes, lakes, springs, relevant groundwater-dependent ecosystems or hyporheic zones; (xiii) the recreation and aesthetic values of the plan area; (xiv) cultural values including, for example, cultural values of traditional owners of an area.
(i) instream water levels;
(ii) water quality;
(iii) baseflow;
(iv) groundwater levels;
(v) the natural movement of sediment;
(vi) the bed and banks of a watercourse or lake;
(vii) riparian vegetation;
(viii) habitats for native plants and animals;
(ix) the contribution from aquifers to the flow of water in watercourses;
(x) the inundation of habitats;
(xi) the movement of fish and other aquatic animals;
(xii) the ecological values of waterholes, lakes, springs, relevant groundwater-dependent ecosystems or hyporheic zones;
(xiii) the recreation and aesthetic values of the plan area;
(xiv) cultural values including, for example, cultural values of traditional owners of an area.
(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;
(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;
(vi) the connectivity, through the flow of water, between a watercourse, lake or spring and groundwater to replenish aquifers;
(vii) the first post-winter flow event at nodes downstream of supplemented water infrastructure; and
(i) habitats needed by aquatic biota in hyporheic zones;
(ii) relevant groundwater-dependent ecosystems;
(iii) the connectivity through the flow of water between an aquifer and an adjacent watercourse, lake or spring to replenish instream pools and enable movement of instream aquatic biota;
(iv) the natural seasonality of low flows; and
(i) instream water levels;
(ii) water quality;
(iii) baseflow;
(iv) groundwater levels;
(v) the natural movement of sediment;
(vi) the bed and banks of a watercourse or lake;
(vii) riparian vegetation;
(viii) habitats for native plants and animals;
(ix) the contribution from aquifers to the flow of water in watercourses;
(x) the inundation of habitats;
(xi) the movement of fish and other aquatic animals;
(xii) the ecological values of waterholes, lakes, springs, relevant groundwater-dependent ecosystems or hyporheic zones;
(xiii) the recreation and aesthetic values of the plan area;
(xiv) cultural values including, for example, cultural values of traditional owners of an area.
sec.28
Matters to be considered for water sharing rules
sec.28 Matters to be considered for water sharing rules
In deciding the water sharing rules to be included in the resource operations plan, for authorisations to take water in a part of the plan area, the chief executive is to consider—
for rules relating to supplemented surface water, the following—
any existing water sharing arrangements;
the extent to which any existing water supply arrangements are linked to the natural occurrence of streamflows;
the frequency, duration, magnitude and timing of limited water availability;
the impact of the rules on authorisations to take water in the plan area;
the impact of the rules on unsupplemented water allocations, particularly as assessed under—
the 30% unsupplemented water sharing index; and
the 50% unsupplemented water sharing index; and
the 70% unsupplemented water sharing index; and
for rules relating to unsupplemented surface water, the following—
any existing water sharing arrangements;
the local availability of water that may be taken from streamflows, waterholes or bedsands;
the conditions for taking water;
the volumetric limits for the water entitlements;
the impact of the rules on authorisations to take water in the plan area;
the impact of the rules on unsupplemented water allocations, particularly as assessed under—
the 30% unsupplemented water sharing index; and
the 50% unsupplemented water sharing index; and
the 70% unsupplemented water sharing index; and
for rules relating to groundwater in the Upper Callide, Lower Callide and Prospect Creek groundwater sub-areas and the Callide Valley Water Supply Scheme—
the matters mentioned in paragraph (e) ; and
the range of historical water levels in the groundwater sub-areas and Callide Valley Water Supply Scheme from 1970 to 2010; and
for rules relating to groundwater in Isaac Connors Groundwater Unit 1—
the matters mentioned in paragraph (e) ; and
the range of historical water levels and extraction in the Braeside Borefield; and
for rules relating to other groundwater, the following—
any existing water sharing arrangements;
the local availability of water that may be taken from aquifers;
the connectivity of surface water and groundwater;
the impact of the taking of groundwater on authorisations in the groundwater management areas;
the operating arrangements and supply requirements for any water infrastructure;
the volumetric limits for water entitlements.
Subsection (1) does not limit the matters the chief executive may consider.
In this section—
Braeside Borefield means a bore field of production bores near Nebo that takes groundwater from the Denison Creek alluvium in the Isaac Connors Alluvium groundwater sub-area.
existing water sharing arrangements means water sharing rules specified in the following on the day this plan is notified—
the resource operations plan;
the Water Regulation 2002 ;
the Callide Valley Water Supply Scheme interim resource operations licence (IROL);
the Department of Environment and Resource Management’s policy no. WAM/2005/2209 for the Callide Valley groundwater management area.
s 28 amd 2021 SL No. 71 s 49 (3)
(sec.28-ssec.1) In deciding the water sharing rules to be included in the resource operations plan, for authorisations to take water in a part of the plan area, the chief executive is to consider— for rules relating to supplemented surface water, the following— any existing water sharing arrangements; the extent to which any existing water supply arrangements are linked to the natural occurrence of streamflows; the frequency, duration, magnitude and timing of limited water availability; the impact of the rules on authorisations to take water in the plan area; the impact of the rules on unsupplemented water allocations, particularly as assessed under— the 30% unsupplemented water sharing index; and the 50% unsupplemented water sharing index; and the 70% unsupplemented water sharing index; and for rules relating to unsupplemented surface water, the following— any existing water sharing arrangements; the local availability of water that may be taken from streamflows, waterholes or bedsands; the conditions for taking water; the volumetric limits for the water entitlements; the impact of the rules on authorisations to take water in the plan area; the impact of the rules on unsupplemented water allocations, particularly as assessed under— the 30% unsupplemented water sharing index; and the 50% unsupplemented water sharing index; and the 70% unsupplemented water sharing index; and for rules relating to groundwater in the Upper Callide, Lower Callide and Prospect Creek groundwater sub-areas and the Callide Valley Water Supply Scheme— the matters mentioned in paragraph (e) ; and the range of historical water levels in the groundwater sub-areas and Callide Valley Water Supply Scheme from 1970 to 2010; and for rules relating to groundwater in Isaac Connors Groundwater Unit 1— the matters mentioned in paragraph (e) ; and the range of historical water levels and extraction in the Braeside Borefield; and for rules relating to other groundwater, the following— any existing water sharing arrangements; the local availability of water that may be taken from aquifers; the connectivity of surface water and groundwater; the impact of the taking of groundwater on authorisations in the groundwater management areas; the operating arrangements and supply requirements for any water infrastructure; the volumetric limits for water entitlements.
(sec.28-ssec.2) Subsection (1) does not limit the matters the chief executive may consider.
(sec.28-ssec.3) In this section— Braeside Borefield means a bore field of production bores near Nebo that takes groundwater from the Denison Creek alluvium in the Isaac Connors Alluvium groundwater sub-area. existing water sharing arrangements means water sharing rules specified in the following on the day this plan is notified— the resource operations plan; the Water Regulation 2002 ; the Callide Valley Water Supply Scheme interim resource operations licence (IROL); the Department of Environment and Resource Management’s policy no. WAM/2005/2209 for the Callide Valley groundwater management area.
(a) for rules relating to supplemented surface water, the following— (i) any existing water sharing arrangements; (ii) the extent to which any existing water supply arrangements are linked to the natural occurrence of streamflows; (iii) the frequency, duration, magnitude and timing of limited water availability; (iv) the impact of the rules on authorisations to take water in the plan area; (v) the impact of the rules on unsupplemented water allocations, particularly as assessed under— (A) the 30% unsupplemented water sharing index; and (B) the 50% unsupplemented water sharing index; and (C) the 70% unsupplemented water sharing index; and
(i) any existing water sharing arrangements;
(ii) the extent to which any existing water supply arrangements are linked to the natural occurrence of streamflows;
(iii) the frequency, duration, magnitude and timing of limited water availability;
(iv) the impact of the rules on authorisations to take water in the plan area;
(v) the impact of the rules on unsupplemented water allocations, particularly as assessed under— (A) the 30% unsupplemented water sharing index; and (B) the 50% unsupplemented water sharing index; and (C) the 70% unsupplemented water sharing index; and
(A) the 30% unsupplemented water sharing index; and
(B) the 50% unsupplemented water sharing index; and
(C) the 70% unsupplemented water sharing index; and
(b) for rules relating to unsupplemented surface water, the following— (i) any existing water sharing arrangements; (ii) the local availability of water that may be taken from streamflows, waterholes or bedsands; (iii) the conditions for taking water; (iv) the volumetric limits for the water entitlements; (v) the impact of the rules on authorisations to take water in the plan area; (vi) the impact of the rules on unsupplemented water allocations, particularly as assessed under— (A) the 30% unsupplemented water sharing index; and (B) the 50% unsupplemented water sharing index; and (C) the 70% unsupplemented water sharing index; and
(i) any existing water sharing arrangements;
(ii) the local availability of water that may be taken from streamflows, waterholes or bedsands;
(iii) the conditions for taking water;
(iv) the volumetric limits for the water entitlements;
(v) the impact of the rules on authorisations to take water in the plan area;
(vi) the impact of the rules on unsupplemented water allocations, particularly as assessed under— (A) the 30% unsupplemented water sharing index; and (B) the 50% unsupplemented water sharing index; and (C) the 70% unsupplemented water sharing index; and
(A) the 30% unsupplemented water sharing index; and
(B) the 50% unsupplemented water sharing index; and
(C) the 70% unsupplemented water sharing index; and
(c) for rules relating to groundwater in the Upper Callide, Lower Callide and Prospect Creek groundwater sub-areas and the Callide Valley Water Supply Scheme— (i) the matters mentioned in paragraph (e) ; and (ii) the range of historical water levels in the groundwater sub-areas and Callide Valley Water Supply Scheme from 1970 to 2010; and
(i) the matters mentioned in paragraph (e) ; and
(ii) the range of historical water levels in the groundwater sub-areas and Callide Valley Water Supply Scheme from 1970 to 2010; and
(d) for rules relating to groundwater in Isaac Connors Groundwater Unit 1— (i) the matters mentioned in paragraph (e) ; and (ii) the range of historical water levels and extraction in the Braeside Borefield; and
(i) the matters mentioned in paragraph (e) ; and
(ii) the range of historical water levels and extraction in the Braeside Borefield; and
(e) for rules relating to other groundwater, the following— (i) any existing water sharing arrangements; (ii) the local availability of water that may be taken from aquifers; (iii) the connectivity of surface water and groundwater; (iv) the impact of the taking of groundwater on authorisations in the groundwater management areas; (v) the operating arrangements and supply requirements for any water infrastructure; (vi) the volumetric limits for water entitlements.
(i) any existing water sharing arrangements;
(ii) the local availability of water that may be taken from aquifers;
(iii) the connectivity of surface water and groundwater;
(iv) the impact of the taking of groundwater on authorisations in the groundwater management areas;
(v) the operating arrangements and supply requirements for any water infrastructure;
(vi) the volumetric limits for water entitlements.
(i) any existing water sharing arrangements;
(ii) the extent to which any existing water supply arrangements are linked to the natural occurrence of streamflows;
(iii) the frequency, duration, magnitude and timing of limited water availability;
(iv) the impact of the rules on authorisations to take water in the plan area;
(v) the impact of the rules on unsupplemented water allocations, particularly as assessed under— (A) the 30% unsupplemented water sharing index; and (B) the 50% unsupplemented water sharing index; and (C) the 70% unsupplemented water sharing index; and
(A) the 30% unsupplemented water sharing index; and
(B) the 50% unsupplemented water sharing index; and
(C) the 70% unsupplemented water sharing index; and
(A) the 30% unsupplemented water sharing index; and
(B) the 50% unsupplemented water sharing index; and
(C) the 70% unsupplemented water sharing index; and
(i) any existing water sharing arrangements;
(ii) the local availability of water that may be taken from streamflows, waterholes or bedsands;
(iii) the conditions for taking water;
(iv) the volumetric limits for the water entitlements;
(v) the impact of the rules on authorisations to take water in the plan area;
(vi) the impact of the rules on unsupplemented water allocations, particularly as assessed under— (A) the 30% unsupplemented water sharing index; and (B) the 50% unsupplemented water sharing index; and (C) the 70% unsupplemented water sharing index; and
(A) the 30% unsupplemented water sharing index; and
(B) the 50% unsupplemented water sharing index; and
(C) the 70% unsupplemented water sharing index; and
(A) the 30% unsupplemented water sharing index; and
(B) the 50% unsupplemented water sharing index; and
(C) the 70% unsupplemented water sharing index; and
(i) the matters mentioned in paragraph (e) ; and
(ii) the range of historical water levels in the groundwater sub-areas and Callide Valley Water Supply Scheme from 1970 to 2010; and
(i) the matters mentioned in paragraph (e) ; and
(ii) the range of historical water levels and extraction in the Braeside Borefield; and
(i) any existing water sharing arrangements;
(ii) the local availability of water that may be taken from aquifers;
(iii) the connectivity of surface water and groundwater;
(iv) the impact of the taking of groundwater on authorisations in the groundwater management areas;
(v) the operating arrangements and supply requirements for any water infrastructure;
(vi) the volumetric limits for water entitlements.
(a) the resource operations plan;
(b) the Water Regulation 2002 ;
(c) the Callide Valley Water Supply Scheme interim resource operations licence (IROL);
(d) the Department of Environment and Resource Management’s policy no. WAM/2005/2209 for the Callide Valley groundwater management area.
sec.29
Matters to be considered for water allocation change rules
sec.29 Matters to be considered for water allocation change rules
In deciding the water allocation change rules to be included in the resource operations plan for authorisations to take surface water in a part of the plan area, the chief executive is to consider—
the implications for the availability of water under water allocations of changes to the frequency, duration, magnitude and timing of limited water availability; and
the impact of the rules on unsupplemented water allocations, particularly as assessed under—
the 30% unsupplemented water sharing index; and
the 50% unsupplemented water sharing index; and
the 70% unsupplemented water sharing index.
In deciding the water allocation change rules to be included in the resource operations plan for authorisations to take groundwater, the chief executive is to consider—
the volume density for a locality in part of the groundwater management area relative to the availability of water in that part; and
the impact the proposed taking of groundwater would have on the following—
watercourses, lakes, springs, baseflows, waterholes, groundwater levels or areas of ecological value;
the ecological values of relevant groundwater-dependent ecosystems;
water quality;
other authorisations in the area of the proposed taking; and
existing management zones; and
for water allocations to take water in the Callide Valley Water Supply Scheme—the ability of an allocation holder to change the priority group of water allocations from medium to high B.
Subsections (1) and (2) do not limit the matters the chief executive may consider.
In this section—
volume density , for a locality in a part of the groundwater management area, means the total annual volumetric limits for all the water allocations in the locality divided by the area of the locality.
s 29 amd 2021 SL No. 71 ss 14 , 49 (11)
(sec.29-ssec.1) In deciding the water allocation change rules to be included in the resource operations plan for authorisations to take surface water in a part of the plan area, the chief executive is to consider— the implications for the availability of water under water allocations of changes to the frequency, duration, magnitude and timing of limited water availability; and the impact of the rules on unsupplemented water allocations, particularly as assessed under— the 30% unsupplemented water sharing index; and the 50% unsupplemented water sharing index; and the 70% unsupplemented water sharing index.
(sec.29-ssec.2) In deciding the water allocation change rules to be included in the resource operations plan for authorisations to take groundwater, the chief executive is to consider— the volume density for a locality in part of the groundwater management area relative to the availability of water in that part; and the impact the proposed taking of groundwater would have on the following— watercourses, lakes, springs, baseflows, waterholes, groundwater levels or areas of ecological value; the ecological values of relevant groundwater-dependent ecosystems; water quality; other authorisations in the area of the proposed taking; and existing management zones; and for water allocations to take water in the Callide Valley Water Supply Scheme—the ability of an allocation holder to change the priority group of water allocations from medium to high B.
(sec.29-ssec.3) Subsections (1) and (2) do not limit the matters the chief executive may consider.
(sec.29-ssec.4) In this section— volume density , for a locality in a part of the groundwater management area, means the total annual volumetric limits for all the water allocations in the locality divided by the area of the locality.
(a) the implications for the availability of water under water allocations of changes to the frequency, duration, magnitude and timing of limited water availability; and
(b) the impact of the rules on unsupplemented water allocations, particularly as assessed under— (i) the 30% unsupplemented water sharing index; and (ii) the 50% unsupplemented water sharing index; and (iii) the 70% unsupplemented water sharing index.
(i) the 30% unsupplemented water sharing index; and
(ii) the 50% unsupplemented water sharing index; and
(iii) the 70% unsupplemented water sharing index.
(i) the 30% unsupplemented water sharing index; and
(ii) the 50% unsupplemented water sharing index; and
(iii) the 70% unsupplemented water sharing index.
(a) the volume density for a locality in part of the groundwater management area relative to the availability of water in that part; and
(b) the impact the proposed taking of groundwater would have on the following— (i) watercourses, lakes, springs, baseflows, waterholes, groundwater levels or areas of ecological value; (ii) the ecological values of relevant groundwater-dependent ecosystems; (iii) water quality; (iv) other authorisations in the area of the proposed taking; and
(i) watercourses, lakes, springs, baseflows, waterholes, groundwater levels or areas of ecological value;
(ii) the ecological values of relevant groundwater-dependent ecosystems;
(iii) water quality;
(iv) other authorisations in the area of the proposed taking; and
(c) existing management zones; and
(d) for water allocations to take water in the Callide Valley Water Supply Scheme—the ability of an allocation holder to change the priority group of water allocations from medium to high B.
(i) watercourses, lakes, springs, baseflows, waterholes, groundwater levels or areas of ecological value;
(ii) the ecological values of relevant groundwater-dependent ecosystems;
(iii) water quality;
(iv) other authorisations in the area of the proposed taking; and
sec.30
Section sec.30
s 30 om 2021 SL No. 71 s 15
ch.5-pt.1-div.2
sec.31
Section sec.31
s 31 om 2021 SL No. 71 s 16
sec.32
Section sec.32
s 32 om 2021 SL No. 71 s 16
sec.33
Section sec.33
s 33 amd 2015 SL No. 121 s 5
om 2021 SL No. 71 s 16
sec.34
Section sec.34
s 34 om 2021 SL No. 71 s 16
sec.35
Section sec.35
s 35 om 2021 SL No. 71 s 16
sec.36
Section sec.36
s 36 om 2021 SL No. 71 s 16
ch.5-pt.1-div.3
Unallocated water reserves
Unallocated water reserves
sec.37
Application of div 3
sec.37 Application of div 3
This division applies to unallocated water.
sec.38
Unallocated water held as strategic reserve, strategic water infrastructure reserve and general reserve
sec.38 Unallocated water held as strategic reserve, strategic water infrastructure reserve and general reserve
Unallocated water in the plan area is divided into a strategic reserve, strategic water infrastructure reserve and general reserve.
sec.39
Purpose for which unallocated water held as strategic reserve may be granted
sec.39 Purpose for which unallocated water held as strategic reserve may be granted
Unallocated water held as a strategic reserve may be granted only if the water is to be taken for a State purpose or an Indigenous purpose.
sec.40
Reserve volumes
sec.40 Reserve volumes
The total of the nominal entitlements for all water licences to take unallocated surface water for a State purpose granted from the strategic reserve in a subcatchment area mentioned in schedule 8 , part 1 , column 1 is stated in schedule 8 , part 1 , column 2 opposite the area.
The total of the nominal entitlements for all water licences to take unallocated surface water for an Indigenous purpose granted from the strategic reserve in a subcatchment area mentioned in schedule 8 , part 1 , column 1 is stated in schedule 8 , part 1 , column 3 opposite the area.
The total of the nominal entitlements for all water licences to take unallocated groundwater for a State purpose granted from the strategic reserve in a groundwater management area, groundwater unit or groundwater sub-area mentioned in schedule 8 , part 2 , column 1 is stated in schedule 8 , part 2 , column 2 opposite the area.
(sec.40-ssec.1) The total of the nominal entitlements for all water licences to take unallocated surface water for a State purpose granted from the strategic reserve in a subcatchment area mentioned in schedule 8 , part 1 , column 1 is stated in schedule 8 , part 1 , column 2 opposite the area.
(sec.40-ssec.2) The total of the nominal entitlements for all water licences to take unallocated surface water for an Indigenous purpose granted from the strategic reserve in a subcatchment area mentioned in schedule 8 , part 1 , column 1 is stated in schedule 8 , part 1 , column 3 opposite the area.
(sec.40-ssec.3) The total of the nominal entitlements for all water licences to take unallocated groundwater for a State purpose granted from the strategic reserve in a groundwater management area, groundwater unit or groundwater sub-area mentioned in schedule 8 , part 2 , column 1 is stated in schedule 8 , part 2 , column 2 opposite the area.
sec.41
Period for which water is granted for particular State purpose
sec.41 Period for which water is granted for particular State purpose
This section applies to the volume of water granted from the strategic reserve for either of the following State purposes—
a coordinated project;
a project of regional significance.
The volume of water is granted only for the life of the project and on conclusion of the project the volume of water returns to the strategic reserve.
s 41 amd 2015 SL No. 121 s 6
(sec.41-ssec.1) This section applies to the volume of water granted from the strategic reserve for either of the following State purposes— a coordinated project; a project of regional significance.
(sec.41-ssec.2) The volume of water is granted only for the life of the project and on conclusion of the project the volume of water returns to the strategic reserve.
(a) a coordinated project;
(b) a project of regional significance.
sec.42
Projects that may be considered to be of regional significance
sec.42 Projects that may be considered to be of regional significance
The chief executive may consider a particular project to be a project of regional significance for the plan area only if the chief executive considers the project is significant for a region in the plan area having regard to the following—
the outcomes stated in chapter 3 ;
the economic or social impact the project will have on the region;
the public interest and the welfare of people in the region;
any other relevant consideration.
(a) the outcomes stated in chapter 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) any other relevant consideration.
sec.43
Period for which water is granted for particular Indigenous purpose
sec.43 Period for which water is granted for particular Indigenous purpose
This section applies to the volume of water granted from the strategic reserve for an Indigenous purpose.
The volume of water is granted only for the life of the project and on conclusion of the project the volume of water returns to the strategic reserve.
(sec.43-ssec.1) This section applies to the volume of water granted from the strategic reserve for an Indigenous purpose.
(sec.43-ssec.2) The volume of water is granted only for the life of the project and on conclusion of the project the volume of water returns to the strategic reserve.
sec.44
Purpose for which unallocated water held as strategic water infrastructure reserve may be granted
sec.44 Purpose for which unallocated water held as strategic water infrastructure reserve may be granted
Unallocated water held as a strategic water infrastructure reserve may only be granted for water infrastructure mentioned in section 45 .
sec.45
Reserve volumes
sec.45 Reserve volumes
The total of the nominal volumes for all supplemented water allocations to take unallocated water granted from the strategic water infrastructure reserve is the following—
for water infrastructure on the Dawson River—90,000ML;
for water infrastructure on the Connors River—56,400ML;
for water infrastructure on the Fitzroy River—76,000ML.
(a) for water infrastructure on the Dawson River—90,000ML;
(b) for water infrastructure on the Connors River—56,400ML;
(c) for water infrastructure on the Fitzroy River—76,000ML.
sec.46
Purpose for which unallocated water held as general reserve may be granted
sec.46 Purpose for which unallocated water held as general reserve may be granted
Unallocated water held as a general reserve may be granted for any purpose.
sec.47
Reserve volumes
sec.47 Reserve volumes
The total of the mean annual diversions for all water licences or water allocations to take unallocated surface water granted from the general reserve in a subcatchment area, or a part of a subcatchment area, mentioned in schedule 8 , part 3 , column 1 is stated in schedule 8 , part 3 , column 2 opposite the area or part.
The total of the nominal volume for all water allocations to take unallocated surface water granted from the general reserve in a subcatchment area mentioned in schedule 8 , part 4 , column 1 is stated in schedule 8 , part 4 , column 2 opposite the area.
The total of the nominal entitlement for all water licences to take unallocated groundwater from the general reserve in a groundwater management area, groundwater unit or groundwater sub-area mentioned in schedule 8 , part 5 , column 1 is stated in schedule 8 , part 5 , column 2 opposite the area.
s 47 amd 2015 SL No. 121 s 7
(sec.47-ssec.1) The total of the mean annual diversions for all water licences or water allocations to take unallocated surface water granted from the general reserve in a subcatchment area, or a part of a subcatchment area, mentioned in schedule 8 , part 3 , column 1 is stated in schedule 8 , part 3 , column 2 opposite the area or part.
(sec.47-ssec.2) The total of the nominal volume for all water allocations to take unallocated surface water granted from the general reserve in a subcatchment area mentioned in schedule 8 , part 4 , column 1 is stated in schedule 8 , part 4 , column 2 opposite the area.
(sec.47-ssec.3) The total of the nominal entitlement for all water licences to take unallocated groundwater from the general reserve in a groundwater management area, groundwater unit or groundwater sub-area mentioned in schedule 8 , part 5 , column 1 is stated in schedule 8 , part 5 , column 2 opposite the area.
sec.48
Processes for releasing unallocated water— Act , s 43
sec.48 Processes for releasing unallocated water— Act , s 43
For section 43 (2) (f) of the Act , this section states the processes for releasing unallocated water not held as a general reserve under this plan.
The processes stated in the Water Regulation 2016 , part 2 , division 2 , subdivision 2 apply for releasing unallocated water held as a strategic reserve.
The processes stated in the water management protocol apply for releasing unallocated water held as a strategic water infrastructure reserve.
s 48 sub 2021 SL No. 71 s 17
(sec.48-ssec.1) For section 43 (2) (f) of the Act , this section states the processes for releasing unallocated water not held as a general reserve under this plan.
(sec.48-ssec.2) The processes stated in the Water Regulation 2016 , part 2 , division 2 , subdivision 2 apply for releasing unallocated water held as a strategic reserve.
(sec.48-ssec.3) The processes stated in the water management protocol apply for releasing unallocated water held as a strategic water infrastructure reserve.
ch.5-pt.1-div.4
sec.49
Section sec.49
s 49 sub 2015 SL No. 121 s 8
om 2021 SL No. 71 s 18
sec.50
Section sec.50
s 50 sub 2015 SL No. 121 s 8
om 2021 SL No. 71 s 18
ch.5-pt.1-div.5
Authorised taking or interfering with water without water entitlement
Authorised taking or interfering with water without water entitlement
sec.51
Limitations on taking or interfering with water— Act , s 101
sec.51 Limitations on taking or interfering with water— Act , s 101
For section 101 (1) of the Act , a person may, in each financial year, take or interfere with up to 5ML of water for prescribed activities.
Also, water in the area of a water supply scheme described in this plan can not be taken or interfered with for prescribed activities.
In this section—
prescribed activities means activities prescribed under a regulation for section 101 (1) (a) of the Act .
s 51 sub 2015 SL No. 121 s 8
amd 2021 SL No. 71 s 19
(sec.51-ssec.1) For section 101 (1) of the Act , a person may, in each financial year, take or interfere with up to 5ML of water for prescribed activities.
(sec.51-ssec.2) Also, water in the area of a water supply scheme described in this plan can not be taken or interfered with for prescribed activities.
(sec.51-ssec.3) In this section— prescribed activities means activities prescribed under a regulation for section 101 (1) (a) of the Act .
sec.52
Taking water for stock or domestic purposes
sec.52 Taking water for stock or domestic purposes
For section 103 (a) of the Act , an owner of land may take water from a watercourse, lake or spring for stock or domestic purposes—
from any location in the plan area, other than the area of a water supply scheme described in this plan; and
in any way.
s 52 prev s 52 om 2014 SL No. 142 s 74
pres s 52 ins 2015 SL No. 121 s 8
amd 2021 SL No. 71 s 20
(sec.52-ssec) For section 103 (a) of the Act , an owner of land may take water from a watercourse, lake or spring for stock or domestic purposes— from any location in the plan area, other than the area of a water supply scheme described in this plan; and in any way.
(a) from any location in the plan area, other than the area of a water supply scheme described in this plan; and
(b) in any way.
ch.5-pt.1-div.6
Water licences
Water licences
sec.53
Applications for water licences that must not be accepted— Act , s 43
sec.53 Applications for water licences that must not be accepted— Act , s 43
For section 43 (2) (j) of the Act , the chief executive must not accept an application for a water licence made under section 107 of the Act unless the application—
is an application to which part 2 , division 4 applies; or
is made as part of a process for releasing unallocated water from the general reserve or strategic reserve; or
is to interfere with the flow of surface water in a watercourse, lake or spring by diversion; or
is to interfere with the flow of groundwater under land; or
is to take water to facilitate the removal of mine site seepage or runoff from a watercourse.
Subsection (1) (e) applies only if the water management protocol states that applications of the type mentioned in that subsection may be accepted.
s 53 prev s 53 om 2015 SL No. 121 s 8
pres s 53 ins 2021 SL No. 71 s 21
(sec.53-ssec.1) For section 43 (2) (j) of the Act , the chief executive must not accept an application for a water licence made under section 107 of the Act unless the application— is an application to which part 2 , division 4 applies; or is made as part of a process for releasing unallocated water from the general reserve or strategic reserve; or is to interfere with the flow of surface water in a watercourse, lake or spring by diversion; or is to interfere with the flow of groundwater under land; or is to take water to facilitate the removal of mine site seepage or runoff from a watercourse.
(sec.53-ssec.2) Subsection (1) (e) applies only if the water management protocol states that applications of the type mentioned in that subsection may be accepted.
(a) is an application to which part 2 , division 4 applies; or
(b) is made as part of a process for releasing unallocated water from the general reserve or strategic reserve; or
(c) is to interfere with the flow of surface water in a watercourse, lake or spring by diversion; or
(d) is to interfere with the flow of groundwater under land; or
(e) is to take water to facilitate the removal of mine site seepage or runoff from a watercourse.
sec.54
Deciding applications for relocating water licences or seasonal water assignments of water licences— Act , s 43
sec.54 Deciding applications for relocating water licences or seasonal water assignments of water licences— Act , s 43
For section 43 (2) (i) of the Act , this section applies to—
an application for relocating a water licence; or
an application for a seasonal water assignment of a water licence.
The chief executive may decide to grant the application to change the location from which water may be taken under the licence or for the seasonal water assignment of the licence if—
the existing location from which water may be taken under the licence is within—
a groundwater sub-area zone; or
a water licence zone; and
the dealing is permitted under the water management protocol.
However, the chief executive may grant the application only if the application would result in water being taken from a location that is—
if the existing location is in a groundwater sub-area zone—a groundwater sub-area zone within the same groundwater sub-area; or
if the existing location is in a water licence zone—within a water licence zone.
s 54 prev s 54 om 2015 SL No. 121 s 8
pres s 54 ins 2021 SL No. 71 s 21
(sec.54-ssec.1) For section 43 (2) (i) of the Act , this section applies to— an application for relocating a water licence; or an application for a seasonal water assignment of a water licence.
(sec.54-ssec.2) The chief executive may decide to grant the application to change the location from which water may be taken under the licence or for the seasonal water assignment of the licence if— the existing location from which water may be taken under the licence is within— a groundwater sub-area zone; or a water licence zone; and the dealing is permitted under the water management protocol.
(sec.54-ssec.3) However, the chief executive may grant the application only if the application would result in water being taken from a location that is— if the existing location is in a groundwater sub-area zone—a groundwater sub-area zone within the same groundwater sub-area; or if the existing location is in a water licence zone—within a water licence zone.
(a) an application for relocating a water licence; or
(b) an application for a seasonal water assignment of a water licence.
(a) the existing location from which water may be taken under the licence is within— (i) a groundwater sub-area zone; or (ii) a water licence zone; and
(i) a groundwater sub-area zone; or
(ii) a water licence zone; and
(b) the dealing is permitted under the water management protocol.
(i) a groundwater sub-area zone; or
(ii) a water licence zone; and
(a) if the existing location is in a groundwater sub-area zone—a groundwater sub-area zone within the same groundwater sub-area; or
(b) if the existing location is in a water licence zone—within a water licence zone.
sec.55
Applications for dealings with water licences inconsistent with this plan— Act , s 129
sec.55 Applications for dealings with water licences inconsistent with this plan— Act , s 129
This section applies to an application for a dealing with a water licence, other than an application—
for a dealing that is permitted under the water management protocol; or
that the chief executive may grant under section 54 ; or
for a dealing with a water licence to interfere with the flow of surface water or groundwater.
Granting the application would be inconsistent with this plan if granting the application would—
increase the volume of water that would be taken or stored under licence; or
increase the rate at which water may be taken under the licence; or
increase the maximum area to be irrigated under the licence; or
increase the daily or monthly volumetric limit for taking water under the licence; or
change the location of taking surface water under the licence; or
change the conditions under which water may be taken.
s 55 prev s 55 om 2015 SL No. 121 s 8
pres s 55 ins 2021 SL No. 71 s 21
(sec.55-ssec.1) This section applies to an application for a dealing with a water licence, other than an application— for a dealing that is permitted under the water management protocol; or that the chief executive may grant under section 54 ; or for a dealing with a water licence to interfere with the flow of surface water or groundwater.
(sec.55-ssec.2) Granting the application would be inconsistent with this plan if granting the application would— increase the volume of water that would be taken or stored under licence; or increase the rate at which water may be taken under the licence; or increase the maximum area to be irrigated under the licence; or increase the daily or monthly volumetric limit for taking water under the licence; or change the location of taking surface water under the licence; or change the conditions under which water may be taken.
(a) for a dealing that is permitted under the water management protocol; or
(b) that the chief executive may grant under section 54 ; or
(c) for a dealing with a water licence to interfere with the flow of surface water or groundwater.
(a) increase the volume of water that would be taken or stored under licence; or
(b) increase the rate at which water may be taken under the licence; or
(c) increase the maximum area to be irrigated under the licence; or
(d) increase the daily or monthly volumetric limit for taking water under the licence; or
(e) change the location of taking surface water under the licence; or
(f) change the conditions under which water may be taken.
sec.56
Section sec.56
s 56 om 2015 SL No. 121 s 8
sec.57
Section sec.57
s 57 om 2015 SL No. 121 s 8
ch.5-pt.2
Additional strategies for surface water
Additional strategies for surface water
ch.5-pt.2-div.1
Preliminary
Preliminary
sec.58
Application of pt 2
sec.58 Application of pt 2
The strategies stated in this part apply to surface water in addition to the strategies stated in part 1 .
sec.59
Restrictions on taking water from waterholes or lakes
sec.59 Restrictions on taking water from waterholes or lakes
This section applies to the chief executive in making a decision about—
a water licence to take unsupplemented water; or
converting an authorisation to take unsupplemented water into a water allocation; or
the management of water under a resource operations licence, a distribution operations licence or an interim resource operations licence.
If the water licence, water allocation, resource operations licence, distribution operations licence or interim resource operations licence allows the taking of water from a waterhole or lake, the chief executive must—
consider the impact the taking may have on the cultural or ecological values of the waterhole or lake; and
impose a condition on the water licence, water allocation, resource operations licence, distribution operations licence or interim resource operations licence about maintaining the cultural or ecological 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 it naturally overflows
However, the chief executive need not impose a condition mentioned in subsection (2) (b) if the chief executive is satisfied—
the taking of water from the waterhole or lake will not adversely affect its cultural or ecological values; or
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.
(sec.59-ssec.1) This section applies to the chief executive in making a decision about— a water licence to take unsupplemented water; or converting an authorisation to take unsupplemented water into a water allocation; or the management of water under a resource operations licence, a distribution operations licence or an interim resource operations licence.
(sec.59-ssec.2) If the water licence, water allocation, resource operations licence, distribution operations licence or interim resource operations licence allows the taking of water from a waterhole or lake, the chief executive must— consider the impact the taking may have on the cultural or ecological values of the waterhole or lake; and impose a condition on the water licence, water allocation, resource operations licence, distribution operations licence or interim resource operations licence about maintaining the cultural or ecological 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 it naturally overflows
(sec.59-ssec.3) However, the chief executive need not impose a condition mentioned in subsection (2) (b) if the chief executive is satisfied— the taking of water from the waterhole or lake will not adversely affect its cultural or ecological values; or 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.
(a) a water licence to take unsupplemented water; or
(b) converting an authorisation to take unsupplemented water into a water allocation; or
(c) the management of water under a resource operations licence, a distribution operations licence or an interim resource operations licence.
(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, water allocation, resource operations licence, distribution operations licence or interim resource operations licence 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
(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.
ch.5-pt.2-div.2
sec.60
Section sec.60
s 60 om 2021 SL No. 71 s 22
sec.61
Section sec.61
s 61 om 2021 SL No. 71 s 22
ch.5-pt.2-div.3
sec.62
Section sec.62
s 62 amd 2015 SL No. 121 s 9
om 2021 SL No. 71 s 22
sec.63
Section sec.63
s 63 om 2021 SL No. 71 s 22
sec.64
Section sec.64
s 64 amd 2015 SL No. 121 s 9
om 2021 SL No. 71 s 22
sec.65
Section sec.65
s 65 om 2021 SL No. 71 s 22
sec.66
Section sec.66
s 66 om 2021 SL No. 71 s 22
sec.67
Section sec.67
s 67 om 2021 SL No. 71 s 22
sec.68
Section sec.68
s 68 om 2021 SL No. 71 s 22
sec.69
Section sec.69
s 69 om 2021 SL No. 71 s 22
sec.70
Section sec.70
s 70 om 2021 SL No. 71 s 22
sec.71
Section sec.71
s 71 om 2021 SL No. 71 s 22
sec.72
Section sec.72
s 72 om 2021 SL No. 71 s 22
sec.73
Section sec.73
s 73 om 2021 SL No. 71 s 22
sec.74
Section sec.74
s 74 om 2021 SL No. 71 s 22
sec.75
Section sec.75
s 75 om 2021 SL No. 71 s 22
ch.5-pt.2-div.4
Interference with water in a watercourse, lake or spring
Interference with water in a watercourse, lake or spring
sec.76
Application of div 4
sec.76 Application of div 4
This division applies to applications, made under section 107 of the Act , for a water licence to interfere with water in a watercourse, lake or spring by impounding the flow of water.
However, this division does not apply to an application mentioned in subsection (1) that is made before the commencement of the division if—
the chief executive has decided not to grant the application; and
an interested person for the application has appealed, under chapter 6 of the Act , against the decision and the appeal has not been decided before the commencement.
s 76 amd 2021 SL No. 71 s 23
(sec.76-ssec.1) This division applies to applications, made under section 107 of the Act , for a water licence to interfere with water in a watercourse, lake or spring by impounding the flow of water.
(sec.76-ssec.2) However, this division does not apply to an application mentioned in subsection (1) that is made before the commencement of the division if— the chief executive has decided not to grant the application; and an interested person for the application has appealed, under chapter 6 of the Act , against the decision and the appeal has not been decided before the commencement. s 76 amd 2021 SL No. 71 s 23
(a) the chief executive has decided not to grant the application; and
(b) an interested person for the application has appealed, under chapter 6 of the Act , against the decision and the appeal has not been decided before the commencement.
sec.77
Limitations on interference with water
sec.77 Limitations on interference with water
The water licence may be granted only if the purpose of the proposed impoundment is 1 or more of the following—
to store water taken under an authorisation for stock or domestic purposes;
to provide a pumping pool to enable water to be taken under an authorisation;
to provide improved security for town water supplies taken under an authorisation;
to satisfy the requirements of an environmental authority issued under the Environmental Protection Act 1994 .
However, the water licence may also be granted if—
the proposed impoundment is related to a proposed water licence to take water that is allocated under the processes mentioned in section 48 (2) or (3) ; or
the proposed impoundment is related to a water licence to take water that is allocated under the process mentioned in repealed section 48 (1) ; or
the impoundment was in existence immediately before 31 December 1999.
In this section—
repealed section 48(1) means section 48 (1) as in force from time to time before the commencement.
s 77 amd 2021 SL No. 71 s 24
(sec.77-ssec.1) The water licence may be granted only if the purpose of the proposed impoundment is 1 or more of the following— to store water taken under an authorisation for stock or domestic purposes; to provide a pumping pool to enable water to be taken under an authorisation; to provide improved security for town water supplies taken under an authorisation; to satisfy the requirements of an environmental authority issued under the Environmental Protection Act 1994 .
(sec.77-ssec.2) However, the water licence may also be granted if— the proposed impoundment is related to a proposed water licence to take water that is allocated under the processes mentioned in section 48 (2) or (3) ; or the proposed impoundment is related to a water licence to take water that is allocated under the process mentioned in repealed section 48 (1) ; or the impoundment was in existence immediately before 31 December 1999.
(sec.77-ssec.3) In this section— repealed section 48(1) means section 48 (1) as in force from time to time before the commencement.
(a) to store water taken under an authorisation for stock or domestic purposes;
(b) to provide a pumping pool to enable water to be taken under an authorisation;
(c) to provide improved security for town water supplies taken under an authorisation;
(d) to satisfy the requirements of an environmental authority issued under the Environmental Protection Act 1994 .
(a) the proposed impoundment is related to a proposed water licence to take water that is allocated under the processes mentioned in section 48 (2) or (3) ; or
(b) the proposed impoundment is related to a water licence to take water that is allocated under the process mentioned in repealed section 48 (1) ; or
(c) the impoundment was in existence immediately before 31 December 1999.
sec.78
Interference with water to enable take of water for stock or domestic purposes
sec.78 Interference with water to enable take of water for stock or domestic purposes
This section applies if the proposed interference with water is to store water to be taken under an authorisation for stock or domestic purposes.
In deciding the application the chief executive must consider the following—
existing water supplies on the property to which the application relates, including existing weirs, groundwater and storages taking overland flow water and the availability of water at the proposed site;
the matters mentioned in section 27 (1) (d) .
However, the storage capacity must not be greater than is necessary for the storage of water taken under an authorisation for stock or domestic purposes.
Subsection (2) does not limit the matters the chief executive may consider.
(sec.78-ssec.1) This section applies if the proposed interference with water is to store water to be taken under an authorisation for stock or domestic purposes.
(sec.78-ssec.2) In deciding the application the chief executive must consider the following— existing water supplies on the property to which the application relates, including existing weirs, groundwater and storages taking overland flow water and the availability of water at the proposed site; the matters mentioned in section 27 (1) (d) .
(sec.78-ssec.3) However, the storage capacity must not be greater than is necessary for the storage of water taken under an authorisation for stock or domestic purposes.
(sec.78-ssec.4) Subsection (2) does not limit the matters the chief executive may consider.
(a) existing water supplies on the property to which the application relates, including existing weirs, groundwater and storages taking overland flow water and the availability of water at the proposed site;
(b) the matters mentioned in section 27 (1) (d) .
sec.79
Interference with water for the provision of a pumping pool
sec.79 Interference with water for the provision of a pumping pool
This section applies if the proposed interference with water is to provide a pumping pool to enable water to be taken under an authorisation.
The proposed storage capacity of the pumping pool must not be greater than the capacity required to enable the pump to function properly while minimising the impact the proposed interference may have on the matters mentioned in section 27 (1) (d) .
However, the storage capacity of the pumping pool must not be greater than 5ML.
In deciding the application the chief executive must also consider any alternative methods for providing for the operation of the pump that may minimise the impact on the matters mentioned in section 27 (1) (d) .
a pump well constructed in bedsand
(sec.79-ssec.1) This section applies if the proposed interference with water is to provide a pumping pool to enable water to be taken under an authorisation.
(sec.79-ssec.2) The proposed storage capacity of the pumping pool must not be greater than the capacity required to enable the pump to function properly while minimising the impact the proposed interference may have on the matters mentioned in section 27 (1) (d) .
(sec.79-ssec.3) However, the storage capacity of the pumping pool must not be greater than 5ML.
(sec.79-ssec.4) In deciding the application the chief executive must also consider any alternative methods for providing for the operation of the pump that may minimise the impact on the matters mentioned in section 27 (1) (d) . a pump well constructed in bedsand
sec.80
Interference with water to improve security for town water supply
sec.80 Interference with water to improve security for town water supply
This section applies if the proposed interference with water is to provide improved security for town water supplies taken under an authorisation.
The chief executive must not grant the application unless the chief executive is satisfied—
the town has appropriate water supply security strategies, such as demand and drought management strategies, in place; and
there is a demonstrated need for an increased reliability of the water supply.
In deciding the application the chief executive must consider the matters mentioned in section 27 (1) (d) .
Subsection (3) does not limit the matters the chief executive may consider.
(sec.80-ssec.1) This section applies if the proposed interference with water is to provide improved security for town water supplies taken under an authorisation.
(sec.80-ssec.2) The chief executive must not grant the application unless the chief executive is satisfied— the town has appropriate water supply security strategies, such as demand and drought management strategies, in place; and there is a demonstrated need for an increased reliability of the water supply.
(sec.80-ssec.3) In deciding the application the chief executive must consider the matters mentioned in section 27 (1) (d) .
(sec.80-ssec.4) Subsection (3) does not limit the matters the chief executive may consider.
(a) the town has appropriate water supply security strategies, such as demand and drought management strategies, in place; and
(b) there is a demonstrated need for an increased reliability of the water supply.
sec.81
Interference with water to satisfy the requirements of an environmental authority
sec.81 Interference with water to satisfy the requirements of an environmental authority
This section applies if the proposed interference with water is to satisfy the requirements of an environmental authority issued under the Environmental Protection Act 1994 .
In deciding the application the chief executive must consider the matters mentioned in section 27 (1) (d) .
Subsection (2) does not limit the matters the chief executive may consider.
(sec.81-ssec.1) This section applies if the proposed interference with water is to satisfy the requirements of an environmental authority issued under the Environmental Protection Act 1994 .
(sec.81-ssec.2) In deciding the application the chief executive must consider the matters mentioned in section 27 (1) (d) .
(sec.81-ssec.3) Subsection (2) does not limit the matters the chief executive may consider.
sec.82
Interference with water related to the granting of unallocated water
sec.82 Interference with water related to the granting of unallocated water
This section applies if the proposed interference with water is related to the granting of unallocated water.
The interference must not be greater than is necessary for the purpose of taking the unallocated water.
In deciding the application, the chief executive must consider the matters mentioned in section 27 (1) (d) .
A water licence to interfere with water, granted in association with a water entitlement to take water granted from the release of unallocated water, may include flow conditions.
(sec.82-ssec.1) This section applies if the proposed interference with water is related to the granting of unallocated water.
(sec.82-ssec.2) The interference must not be greater than is necessary for the purpose of taking the unallocated water.
(sec.82-ssec.3) In deciding the application, the chief executive must consider the matters mentioned in section 27 (1) (d) .
(sec.82-ssec.4) A water licence to interfere with water, granted in association with a water entitlement to take water granted from the release of unallocated water, may include flow conditions.
ch.5-pt.2-div.5
sec.83
Section sec.83
s 83 amd 2014 SL No. 142 s 75
om 2021 SL No. 71 s 25
sec.84
Section sec.84
s 84 om 2014 SL No. 142 s 76
ch.5-pt.2-div.6
Existing water allocations to take supplemented and unsupplemented water
Existing water allocations to take supplemented and unsupplemented water
sec.85
Purpose of div 6
sec.85 Purpose of div 6
This division states strategies for water allocations established under the repealed Water Resource (Fitzroy Basin) Plan 1999 to take supplemented or unsupplemented water.
sec.86
Existing water allocations to take supplemented water
sec.86 Existing water allocations to take supplemented water
On the commencement of this plan, a water allocation established under the repealed Water Resource (Fitzroy Basin) Plan 1999 to take supplemented water—
is to be transitioned, without amendment, to a water allocation under this plan; and
continues to be—
managed under the allocation’s respective resource operations licence; and
subject to the water sharing rules, water allocation change rules and seasonal water assignment arrangements in the resource operations plan.
(a) is to be transitioned, without amendment, to a water allocation under this plan; and
(b) continues to be— (i) managed under the allocation’s respective resource operations licence; and (ii) subject to the water sharing rules, water allocation change rules and seasonal water assignment arrangements in the resource operations plan.
(i) managed under the allocation’s respective resource operations licence; and
(ii) subject to the water sharing rules, water allocation change rules and seasonal water assignment arrangements in the resource operations plan.
(i) managed under the allocation’s respective resource operations licence; and
(ii) subject to the water sharing rules, water allocation change rules and seasonal water assignment arrangements in the resource operations plan.
sec.87
Existing water allocations to take unsupplemented water
sec.87 Existing water allocations to take unsupplemented water
On the commencement of this plan, a water allocation established under the repealed Water Resource (Fitzroy Basin) Plan 1999 to take unsupplemented water—
is to be transitioned, with the amendments mentioned in subsection (2) , to a water allocation under this plan; and
continues to be subject to the water sharing rules, water allocation change rules and seasonal water assignment arrangements in the resource operations plan.
A water allocation established under the repealed Water Resource (Fitzroy Basin) Plan 1999 to take unsupplemented water is to be amended under the resource operations plan as follows—
to state a maximum rate for the amended water allocation equal to the rate, expressed in litres per second, stated on the existing water allocation multiplied by 1.3;
to state a daily volumetric limit, expressed in megalitres, for the amended water allocation equal to the rate, expressed in litres per second, stated on the existing water allocation multiplied by 0.0864.
(sec.87-ssec.1) On the commencement of this plan, a water allocation established under the repealed Water Resource (Fitzroy Basin) Plan 1999 to take unsupplemented water— is to be transitioned, with the amendments mentioned in subsection (2) , to a water allocation under this plan; and continues to be subject to the water sharing rules, water allocation change rules and seasonal water assignment arrangements in the resource operations plan.
(sec.87-ssec.2) A water allocation established under the repealed Water Resource (Fitzroy Basin) Plan 1999 to take unsupplemented water is to be amended under the resource operations plan as follows— to state a maximum rate for the amended water allocation equal to the rate, expressed in litres per second, stated on the existing water allocation multiplied by 1.3; to state a daily volumetric limit, expressed in megalitres, for the amended water allocation equal to the rate, expressed in litres per second, stated on the existing water allocation multiplied by 0.0864.
(a) is to be transitioned, with the amendments mentioned in subsection (2) , to a water allocation under this plan; and
(b) continues to be subject to the water sharing rules, water allocation change rules and seasonal water assignment arrangements in the resource operations plan.
(a) to state a maximum rate for the amended water allocation equal to the rate, expressed in litres per second, stated on the existing water allocation multiplied by 1.3;
(b) to state a daily volumetric limit, expressed in megalitres, for the amended water allocation equal to the rate, expressed in litres per second, stated on the existing water allocation multiplied by 0.0864.
ch.5-pt.2-div.7
Converting authorisations to water allocations to take unsupplemented water
Converting authorisations to water allocations to take unsupplemented water
sec.88
Purpose of div 7
sec.88 Purpose of div 7
This division states strategies for authorisations to be converted, under section 121 of the Act , to water allocations to take unsupplemented water under the resource operations plan.
sec.89
Authorisations to be converted to water allocations
sec.89 Authorisations to be converted to water allocations
The authorisations to be converted to water allocations to take unsupplemented water are water licences for taking unsupplemented water from—
the Nogoa River from the upstream limit of Fairbairn Dam at AMTD 737.5km to its junction with Theresa Creek; and
Theresa Creek from its junction with Retreat Creek at AMTD 15.0km to its junction with the Nogoa River; and
Retreat Creek, including anabranches, from its junction with Kettle Creek at AMTD 23.6km to its junction with Theresa Creek; and
the Comet River, including anabranches, from Lake Brown gauging station AMTD 199.2km to its junction with the Nogoa River; and
the Dawson River from the upstream limit of Glebe Weir at AMTD 356.5km to its junction with the Mackenzie River, including sections of tributaries where Dawson River flows are accessible; and
the Dawson River from Utopia Downs Gauging Station at AMTD 453.5km to the upstream limit of Glebe Weir at AMTD 356.5km, including sections of tributaries where Dawson River flows are accessible.
(a) the Nogoa River from the upstream limit of Fairbairn Dam at AMTD 737.5km to its junction with Theresa Creek; and
(b) Theresa Creek from its junction with Retreat Creek at AMTD 15.0km to its junction with the Nogoa River; and
(c) Retreat Creek, including anabranches, from its junction with Kettle Creek at AMTD 23.6km to its junction with Theresa Creek; and
(d) the Comet River, including anabranches, from Lake Brown gauging station AMTD 199.2km to its junction with the Nogoa River; and
(e) the Dawson River from the upstream limit of Glebe Weir at AMTD 356.5km to its junction with the Mackenzie River, including sections of tributaries where Dawson River flows are accessible; and
(f) the Dawson River from Utopia Downs Gauging Station at AMTD 453.5km to the upstream limit of Glebe Weir at AMTD 356.5km, including sections of tributaries where Dawson River flows are accessible.
sec.90
Elements of water allocations
sec.90 Elements of water allocations
A water allocation to take unsupplemented water must state the following—
the maximum rate at which water may be taken under the allocation;
the daily volumetric limit for the allocation;
the annual volumetric limit for the allocation;
the flow conditions for the allocation.
s 90 sub 2014 SL No. 142 s 77
(a) the maximum rate at which water may be taken under the allocation;
(b) the daily volumetric limit for the allocation;
(c) the annual volumetric limit for the allocation;
(d) the flow conditions for the allocation.
sec.91
Water allocation groups
sec.91 Water allocation groups
This section applies to an authorisation converted to a water allocation to take unsupplemented water (the resulting water allocation ) mentioned in section 89 .
The water allocation group for the resulting water allocation is stated in schedule 11 , table, column 3 opposite the location used for taking water stated in schedule 11 , table, column 1 and the flow condition stated in schedule 11 , table, column 2.
(sec.91-ssec.1) This section applies to an authorisation converted to a water allocation to take unsupplemented water (the resulting water allocation ) mentioned in section 89 .
(sec.91-ssec.2) The water allocation group for the resulting water allocation is stated in schedule 11 , table, column 3 opposite the location used for taking water stated in schedule 11 , table, column 1 and the flow condition stated in schedule 11 , table, column 2.
sec.92
Location for taking water under a water allocation
sec.92 Location for taking water under a water allocation
The location for taking water to be stated on a water allocation to take unsupplemented water is to include the place at which water could have been taken under the authorisation from which the allocation was converted.
sec.93
Purpose to be stated on a water allocation
sec.93 Purpose to be stated on a water allocation
The purpose to be stated on a water allocation to take unsupplemented water is to be—
if the purpose stated on the authorisation is stock, domestic, irrigation, stock intensive, agriculture or a similar purpose—‘agriculture’; or
otherwise—‘any’.
(a) if the purpose stated on the authorisation is stock, domestic, irrigation, stock intensive, agriculture or a similar purpose—‘agriculture’; or
(b) otherwise—‘any’.
sec.94
Nominal volume for a water allocation
sec.94 Nominal volume for a water allocation
In deciding the nominal volume for a water allocation to take unsupplemented water, the chief executive must have regard to the following—
the local availability of water;
the conditions under which water may be taken under the authorisation;
for an authorisation that states any volumetric limits—the stated volumetric limits;
the simulated mean annual diversion for the proposed water allocation.
In this section—
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.
s 94 amd 2021 SL No. 71 ss 26 , 49 (10)
(sec.94-ssec.1) In deciding the nominal volume for a water allocation to take unsupplemented water, the chief executive must have regard to the following— the local availability of water; the conditions under which water may be taken under the authorisation; for an authorisation that states any volumetric limits—the stated volumetric limits; the simulated mean annual diversion for the proposed water allocation.
(sec.94-ssec.2) In this section— 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.
(a) the local availability of water;
(b) the conditions under which water may be taken under the authorisation;
(c) for an authorisation that states any volumetric limits—the stated volumetric limits;
(d) the simulated mean annual diversion for the proposed water allocation.
sec.95
Maximum rate for taking water
sec.95 Maximum rate for taking water
The maximum rate at which water may be taken under a water allocation is—
for an authorisation that states an authorised activity referring to the capability of a particular pump size to take water—
for a pump size mentioned in schedule 10 , column 1—the rate stated in schedule 10 , column 2 for the pump size; or
for a pump size other than a pump size mentioned in schedule 10 , column 1—the rate decided by the chief executive having regard to the rates stated for similar pump sizes in schedule 10 , column 2; and
for an authorisation that does not state an authorised activity referring to the capability of a particular pump size to take water, but for which a related development permit—
states a pump size mentioned in schedule 10 , column 1—the rate stated in schedule 10 , column 2 for the pump size; or
states a pump size other than a pump size mentioned in schedule 10 , column 1—the rate decided by the chief executive having regard to the rates stated for similar pump sizes in schedule 10 , column 2; and
for another authorisation—the rate decided by the chief executive having regard to—
the type of authorisation; and
an estimate or measurement of the rate at which water can be taken under the authorisation.
However, for subsection (1) (a) and (b) , if the authorisation holder satisfies the chief executive that the maximum rate at which water can be taken is different from the rate under the subsection, the maximum rate is the rate decided by the chief executive having regard to the following—
the conditions under which the water may be taken;
the water-taking capacity of the pump to which the authorised activity or development permit relates (the existing pump );
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;
the efficiency of the water use associated with the existing pump or the system mentioned in paragraph (c) .
The chief executive must ensure that the total volume that can be taken in a day at the maximum rate for the allocation is not less than the daily volumetric limit under section 96 .
(sec.95-ssec.1) The maximum rate at which water may be taken under a water allocation is— for an authorisation that states an authorised activity referring to the capability of a particular pump size to take water— for a pump size mentioned in schedule 10 , column 1—the rate stated in schedule 10 , column 2 for the pump size; or for a pump size other than a pump size mentioned in schedule 10 , column 1—the rate decided by the chief executive having regard to the rates stated for similar pump sizes in schedule 10 , column 2; and for an authorisation that does not state an authorised activity referring to the capability of a particular pump size to take water, but for which a related development permit— states a pump size mentioned in schedule 10 , column 1—the rate stated in schedule 10 , column 2 for the pump size; or states a pump size other than a pump size mentioned in schedule 10 , column 1—the rate decided by the chief executive having regard to the rates stated for similar pump sizes in schedule 10 , column 2; and for another authorisation—the rate decided by the chief executive having regard to— the type of authorisation; and an estimate or measurement of the rate at which water can be taken under the authorisation.
(sec.95-ssec.2) However, for subsection (1) (a) and (b) , if the authorisation holder satisfies the chief executive that the maximum rate at which water can be taken is different from the rate under the subsection, the maximum rate is the rate decided by the chief executive having regard to the following— the conditions under which the water may be taken; the water-taking capacity of the pump to which the authorised activity or development permit relates (the existing pump ); 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; the efficiency of the water use associated with the existing pump or the system mentioned in paragraph (c) .
(sec.95-ssec.3) The chief executive must ensure that the total volume that can be taken in a day at the maximum rate for the allocation is not less than the daily volumetric limit under section 96 .
(a) for an authorisation that states an authorised activity referring to the capability of a particular pump size to take water— (i) for a pump size mentioned in schedule 10 , column 1—the rate stated in schedule 10 , column 2 for the pump size; or (ii) for a pump size other than a pump size mentioned in schedule 10 , column 1—the rate decided by the chief executive having regard to the rates stated for similar pump sizes in schedule 10 , column 2; and
(i) for a pump size mentioned in schedule 10 , column 1—the rate stated in schedule 10 , column 2 for the pump size; or
(ii) for a pump size other than a pump size mentioned in schedule 10 , column 1—the rate decided by the chief executive having regard to the rates stated for similar pump sizes in schedule 10 , column 2; and
(b) for an authorisation that does not state an authorised activity referring to the capability of a particular pump size to take water, but for which a related development permit— (i) states a pump size mentioned in schedule 10 , column 1—the rate stated in schedule 10 , column 2 for the pump size; or (ii) states a pump size other than a pump size mentioned in schedule 10 , column 1—the rate decided by the chief executive having regard to the rates stated for similar pump sizes in schedule 10 , column 2; and
(i) states a pump size mentioned in schedule 10 , column 1—the rate stated in schedule 10 , column 2 for the pump size; or
(ii) states a pump size other than a pump size mentioned in schedule 10 , column 1—the rate decided by the chief executive having regard to the rates stated for similar pump sizes in schedule 10 , column 2; and
(c) for another authorisation—the rate decided by the chief executive having regard to— (i) the type of authorisation; and (ii) an estimate or measurement of the rate at which water can be taken under the authorisation.
(i) the type of authorisation; and
(ii) an estimate or measurement of the rate at which water can be taken under the authorisation.
(i) for a pump size mentioned in schedule 10 , column 1—the rate stated in schedule 10 , column 2 for the pump size; or
(ii) for a pump size other than a pump size mentioned in schedule 10 , column 1—the rate decided by the chief executive having regard to the rates stated for similar pump sizes in schedule 10 , column 2; and
(i) states a pump size mentioned in schedule 10 , column 1—the rate stated in schedule 10 , column 2 for the pump size; or
(ii) states a pump size other than a pump size mentioned in schedule 10 , column 1—the rate decided by the chief executive having regard to the rates stated for similar pump sizes in schedule 10 , column 2; and
(i) the type of authorisation; and
(ii) an estimate or measurement of the rate at which water can be taken under the authorisation.
(a) the conditions under which the water may be taken;
(b) the water-taking capacity of the pump to which the authorised activity or development permit relates (the existing pump );
(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;
(d) the efficiency of the water use associated with the existing pump or the system mentioned in paragraph (c) .
sec.96
Daily volumetric limit for a water allocation
sec.96 Daily volumetric limit for a water allocation
The daily volumetric limit for a water allocation to take unsupplemented water is—
for an authorisation that states a maximum rate, expressed in litres per second—the volume, expressed in megalitres, calculated by multiplying the stated rate by 0.0864; or
for an authorisation that does not state a maximum rate but states an authorised activity referring to the capability of a particular pump size to take water—
for a pump size mentioned in schedule 10 , column 1—the volume stated in schedule 10 , column 3 for the pump size; or
for a pump size other than a pump size mentioned in schedule 10 , column 1—the volume decided by the chief executive having regard to the volumes stated for similar pump sizes in schedule 10 , column 3; or
for an authorisation that does not state a maximum rate or an authorised activity referring to the capability of a particular pump size to take water, but for which a related development permit—
states a pump size mentioned in schedule 10 , column 1—the volume stated in schedule 10 , column 3 for the pump size; or
states a pump size other than a pump size mentioned in schedule 10 , column 1—the volume decided by the chief executive having regard to the volumes stated for similar pump sizes in schedule 10 , column 3; or
for another authorisation—the volume decided by the chief executive having regard to—
the type of authorisation; and
an estimate or measurement of the daily rate at which water can be taken under the authorisation.
However, for subsection (1) (b) and (c) , if the authorisation holder satisfies the chief executive that the water-taking capacity of the pump is different from the daily volumetric limit under the subsection, the daily volumetric limit is the volume decided by the chief executive having regard to the following—
the conditions under which the water may be taken;
the water-taking capacity of the pump to which the authorised activity or development permit relates (the existing pump ) under normal operating conditions;
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;
the efficiency of the water use associated with the existing pump or the system mentioned in paragraph (c) .
(sec.96-ssec.1) The daily volumetric limit for a water allocation to take unsupplemented water is— for an authorisation that states a maximum rate, expressed in litres per second—the volume, expressed in megalitres, calculated by multiplying the stated rate by 0.0864; or for an authorisation that does not state a maximum rate but states an authorised activity referring to the capability of a particular pump size to take water— for a pump size mentioned in schedule 10 , column 1—the volume stated in schedule 10 , column 3 for the pump size; or for a pump size other than a pump size mentioned in schedule 10 , column 1—the volume decided by the chief executive having regard to the volumes stated for similar pump sizes in schedule 10 , column 3; or for an authorisation that does not state a maximum rate or an authorised activity referring to the capability of a particular pump size to take water, but for which a related development permit— states a pump size mentioned in schedule 10 , column 1—the volume stated in schedule 10 , column 3 for the pump size; or states a pump size other than a pump size mentioned in schedule 10 , column 1—the volume decided by the chief executive having regard to the volumes stated for similar pump sizes in schedule 10 , column 3; or for another authorisation—the volume decided by the chief executive having regard to— the type of authorisation; and an estimate or measurement of the daily rate at which water can be taken under the authorisation.
(sec.96-ssec.2) However, for subsection (1) (b) and (c) , if the authorisation holder satisfies the chief executive that the water-taking capacity of the pump is different from the daily volumetric limit under the subsection, the daily volumetric limit is the volume decided by the chief executive having regard to the following— the conditions under which the water may be taken; the water-taking capacity of the pump to which the authorised activity or development permit relates (the existing pump ) under normal operating conditions; 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; the efficiency of the water use associated with the existing pump or the system mentioned in paragraph (c) .
(a) for an authorisation that states a maximum rate, expressed in litres per second—the volume, expressed in megalitres, calculated by multiplying the stated rate by 0.0864; or
(b) for an authorisation that does not state a maximum rate but states an authorised activity referring to the capability of a particular pump size to take water— (i) for a pump size mentioned in schedule 10 , column 1—the volume stated in schedule 10 , column 3 for the pump size; or (ii) for a pump size other than a pump size mentioned in schedule 10 , column 1—the volume decided by the chief executive having regard to the volumes stated for similar pump sizes in schedule 10 , column 3; or
(i) for a pump size mentioned in schedule 10 , column 1—the volume stated in schedule 10 , column 3 for the pump size; or
(ii) for a pump size other than a pump size mentioned in schedule 10 , column 1—the volume decided by the chief executive having regard to the volumes stated for similar pump sizes in schedule 10 , column 3; or
(c) for an authorisation that does not state a maximum rate or an authorised activity referring to the capability of a particular pump size to take water, but for which a related development permit— (i) states a pump size mentioned in schedule 10 , column 1—the volume stated in schedule 10 , column 3 for the pump size; or (ii) states a pump size other than a pump size mentioned in schedule 10 , column 1—the volume decided by the chief executive having regard to the volumes stated for similar pump sizes in schedule 10 , column 3; or
(i) states a pump size mentioned in schedule 10 , column 1—the volume stated in schedule 10 , column 3 for the pump size; or
(ii) states a pump size other than a pump size mentioned in schedule 10 , column 1—the volume decided by the chief executive having regard to the volumes stated for similar pump sizes in schedule 10 , column 3; or
(d) for another authorisation—the volume decided by the chief executive having regard to— (i) the type of authorisation; and (ii) an estimate or measurement of the daily rate at which water can be taken under the authorisation.
(i) the type of authorisation; and
(ii) an estimate or measurement of the daily rate at which water can be taken under the authorisation.
(i) for a pump size mentioned in schedule 10 , column 1—the volume stated in schedule 10 , column 3 for the pump size; or
(ii) for a pump size other than a pump size mentioned in schedule 10 , column 1—the volume decided by the chief executive having regard to the volumes stated for similar pump sizes in schedule 10 , column 3; or
(i) states a pump size mentioned in schedule 10 , column 1—the volume stated in schedule 10 , column 3 for the pump size; or
(ii) states a pump size other than a pump size mentioned in schedule 10 , column 1—the volume decided by the chief executive having regard to the volumes stated for similar pump sizes in schedule 10 , column 3; or
(i) the type of authorisation; and
(ii) an estimate or measurement of the daily rate at which water can be taken under the authorisation.
(a) the conditions under which the water may be taken;
(b) the water-taking capacity of the pump to which the authorised activity or development permit relates (the existing pump ) under normal operating conditions;
(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;
(d) the efficiency of the water use associated with the existing pump or the system mentioned in paragraph (c) .
sec.97
Annual volumetric limit for a water allocation
sec.97 Annual volumetric limit for a water allocation
The annual volumetric limit for a water allocation to take unsupplemented water is—
for an authorisation converted to a water allocation belonging to water allocation group Class 0A—the stated volume; or
for an authorisation converted to a water allocation belonging to water allocation group Class 9A, Class 9B, Class 10A, Class 10B, Class 11A, Class 11B, Class 12A or Class 13A—the volume, expressed in megalitres, calculated by multiplying the daily volumetric limit under section 96 , by the number of days stated in schedule 11 , column 4 for the water allocation group; or
for an authorisation converted to a water allocation belonging to water allocation group Class 8A, Class 10C or Class 13C—
for an authorisation that states the area that may be irrigated—the volume, expressed in megalitres, calculated by multiplying the area, in hectares, by 6; or
for another authorisation—the volume, expressed in megalitres, calculated by multiplying the daily volumetric limit under section 96 , by the number of days stated in schedule 11 , column 4 for the water allocation group.
(a) for an authorisation converted to a water allocation belonging to water allocation group Class 0A—the stated volume; or
(b) for an authorisation converted to a water allocation belonging to water allocation group Class 9A, Class 9B, Class 10A, Class 10B, Class 11A, Class 11B, Class 12A or Class 13A—the volume, expressed in megalitres, calculated by multiplying the daily volumetric limit under section 96 , by the number of days stated in schedule 11 , column 4 for the water allocation group; or
(c) for an authorisation converted to a water allocation belonging to water allocation group Class 8A, Class 10C or Class 13C— (i) for an authorisation that states the area that may be irrigated—the volume, expressed in megalitres, calculated by multiplying the area, in hectares, by 6; or (ii) for another authorisation—the volume, expressed in megalitres, calculated by multiplying the daily volumetric limit under section 96 , by the number of days stated in schedule 11 , column 4 for the water allocation group.
(i) for an authorisation that states the area that may be irrigated—the volume, expressed in megalitres, calculated by multiplying the area, in hectares, by 6; or
(ii) for another authorisation—the volume, expressed in megalitres, calculated by multiplying the daily volumetric limit under section 96 , by the number of days stated in schedule 11 , column 4 for the water allocation group.
(i) for an authorisation that states the area that may be irrigated—the volume, expressed in megalitres, calculated by multiplying the area, in hectares, by 6; or
(ii) for another authorisation—the volume, expressed in megalitres, calculated by multiplying the daily volumetric limit under section 96 , by the number of days stated in schedule 11 , column 4 for the water allocation group.
sec.98
Conditions for water allocations
sec.98 Conditions for water allocations
The chief executive may impose on a water allocation to take unsupplemented water any condition the chief executive is satisfied is necessary to ensure the outcomes of this plan are achieved.
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 from which the allocation was converted.
(sec.98-ssec.1) The chief executive may impose on a water allocation to take unsupplemented water any condition the chief executive is satisfied is necessary to ensure the outcomes of this plan are achieved.
(sec.98-ssec.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 from which the allocation was converted.
sec.99
Monthly volumetric limit for a water allocation
sec.99 Monthly volumetric limit for a water allocation
A water allocation converted from an authorisation that states an area that may be irrigated may also state a monthly volumetric limit.
The monthly volumetric limit for the water allocation is the volume decided by the chief executive having regard to the volume of water required for the allocation’s intended purpose, but not more than the volume, expressed in megalitres, calculated by multiplying the area, in hectares, by 2.
(sec.99-ssec.1) A water allocation converted from an authorisation that states an area that may be irrigated may also state a monthly volumetric limit.
(sec.99-ssec.2) The monthly volumetric limit for the water allocation is the volume decided by the chief executive having regard to the volume of water required for the allocation’s intended purpose, but not more than the volume, expressed in megalitres, calculated by multiplying the area, in hectares, by 2.
sec.100
Storing water taken under a water allocation
sec.100 Storing water taken under a water allocation
This section applies if the chief executive decides to impose a condition on a water allocation that states works that may be used to store the water taken under the allocation.
In deciding to impose the condition, the chief executive must consider the capacity of any existing overland flow works being used to store the water.
(sec.100-ssec.1) This section applies if the chief executive decides to impose a condition on a water allocation that states works that may be used to store the water taken under the allocation.
(sec.100-ssec.2) In deciding to impose the condition, the chief executive must consider the capacity of any existing overland flow works being used to store the water.
ch.5-pt.2-div.8
Water licences to take water from watercourse, lake or spring
Water licences to take water from watercourse, lake or spring
sec.100A
Application of division
sec.100A Application of division
This division applies to—
a water licence to take water to which this plan applies that is proposed to be granted by the chief executive under the Act ; or
a water licence to take water to which this plan applies that is proposed to be amended under section 133 of the Act for consistency with this plan.
However, this division does not apply to a water licence to interfere with the flow of water to which this plan applies.
s 100A ins 2021 SL No. 71 s 28
(sec.100A-ssec.1) This division applies to— a water licence to take water to which this plan applies that is proposed to be granted by the chief executive under the Act ; or a water licence to take water to which this plan applies that is proposed to be amended under section 133 of the Act for consistency with this plan.
(sec.100A-ssec.2) However, this division does not apply to a water licence to interfere with the flow of water to which this plan applies.
(a) a water licence to take water to which this plan applies that is proposed to be granted by the chief executive under the Act ; or
(b) a water licence to take water to which this plan applies that is proposed to be amended under section 133 of the Act for consistency with this plan.
sec.101
Elements of water licences to take water from a watercourse, lake or spring
sec.101 Elements of water licences to take water from a watercourse, lake or spring
A water licence to take water from a watercourse, lake or spring in the plan area is to state—
1 of the following purposes for which the water may be taken under the licence—
stock and domestic;
relift;
agriculture;
any; and
the maximum rate at which the water may be taken under the licence; and
the daily volumetric limit for the licence; and
the nominal entitlement for the licence; and
the monthly volumetric limit, if any, for the licence; and
the conditions, if any, for the licence, including flow conditions and conditions for storing water taken under the licence.
s 101 amd 2021 SL No. 71 s 29
(a) 1 of the following purposes for which the water may be taken under the licence— (i) stock and domestic; (ii) relift; (iii) agriculture; (iv) any; and
(i) stock and domestic;
(ii) relift;
(iii) agriculture;
(iv) any; and
(b) the maximum rate at which the water may be taken under the licence; and
(c) the daily volumetric limit for the licence; and
(d) the nominal entitlement for the licence; and
(e) the monthly volumetric limit, if any, for the licence; and
(f) the conditions, if any, for the licence, including flow conditions and conditions for storing water taken under the licence.
(i) stock and domestic;
(ii) relift;
(iii) agriculture;
(iv) any; and
sec.102
Definition for sdiv 2
sec.102 Definition for sdiv 2
In this subdivision—
amended water licence means a water licence to take unsupplemented water from a watercourse, lake or spring and amended under section 133 of the Act .
s 102 def amended water licence amd 2021 SL No. 71 s 30
sec.103
Purpose to be stated on a water licence
sec.103 Purpose to be stated on a water licence
The purpose stated on an amended water licence is to be—
if the purpose stated on the water licence before the amendment is stock or domestic—‘stock and domestic’; or
if the purpose stated on the water licence before the amendment is agriculture, irrigation, stock intensive or a similar purpose—‘agriculture’; or
if the chief executive is satisfied that water taken under the water licence before the amendment was used for a relift purpose—‘relift’; or
otherwise—‘any’.
For subsection (1) (c) , water taken under a water licence is used for a relift purpose if the water is—
released into a watercourse, lake, spring or works for the purpose of being taken from the watercourse, lake, spring or works under another authorisation; and
taken from a watercourse, lake, spring or works under the licence.
s 103 amd 2021 SL No. 71 s 31
(sec.103-ssec.1) The purpose stated on an amended water licence is to be— if the purpose stated on the water licence before the amendment is stock or domestic—‘stock and domestic’; or if the purpose stated on the water licence before the amendment is agriculture, irrigation, stock intensive or a similar purpose—‘agriculture’; or if the chief executive is satisfied that water taken under the water licence before the amendment was used for a relift purpose—‘relift’; or otherwise—‘any’.
(sec.103-ssec.2) For subsection (1) (c) , water taken under a water licence is used for a relift purpose if the water is— released into a watercourse, lake, spring or works for the purpose of being taken from the watercourse, lake, spring or works under another authorisation; and taken from a watercourse, lake, spring or works under the licence.
(a) if the purpose stated on the water licence before the amendment is stock or domestic—‘stock and domestic’; or
(b) if the purpose stated on the water licence before the amendment is agriculture, irrigation, stock intensive or a similar purpose—‘agriculture’; or
(c) if the chief executive is satisfied that water taken under the water licence before the amendment was used for a relift purpose—‘relift’; or
(d) otherwise—‘any’.
(a) released into a watercourse, lake, spring or works for the purpose of being taken from the watercourse, lake, spring or works under another authorisation; and
(b) taken from a watercourse, lake, spring or works under the licence.
sec.104
Maximum rate for a water licence
sec.104 Maximum rate for a water licence
The maximum rate at which unsupplemented water may be taken under an amended water licence is—
for an amended water licence that, before the amendment, stated both a maximum rate, expressed in litres per second, and a daily volumetric limit—the maximum rate stated on the licence before the amendment; or
for an amended water licence that, before the amendment, did not state a maximum rate and a daily volumetric limit but stated an authorised activity referring to the capability of a particular pump size to take water—
for a pump size mentioned in schedule 10 , column 1—the rate stated in schedule 10 , column 2 for the pump size; or
for a pump size other than a pump size mentioned in schedule 10 , column 1—the rate decided by the chief executive having regard to the rates stated for similar pump sizes in schedule 10 , column 2; and
for an amended water licence that, before the amendment, did not state a maximum rate and a daily volumetric limit or an authorised activity referring to the capability of a particular pump size to take water, but for which a related development permit—
stated a pump size mentioned in schedule 10 , column 1—the rate stated in schedule 10 , column 2 for the pump size; or
stated a pump size other than a pump size mentioned in schedule 10 , column 1—the rate decided by the chief executive having regard to the rates stated for similar pump sizes in schedule 10 , column 2; and
for another amended water licence—the rate decided by the chief executive having regard to—
the type of licence; and
an estimate or measurement of the rate at which water can be taken under the licence.
However, for subsection (1) (b) and (c) , if the licence holder satisfies the chief executive that the maximum rate at which water can be taken is different from the rate under the subsection, the maximum rate is the rate decided by the chief executive having regard to the following—
the conditions under which the water may be taken;
the water-taking capacity of the pump (the existing pump ) to which the authorised activity or development permit relates;
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;
the efficiency of the water use associated with the existing pump or the system mentioned in paragraph (c) .
The chief executive must ensure that the total volume that could be taken in a day at the maximum rate for the amended water licence is not less than the daily volumetric limit under section 105 .
(sec.104-ssec.1) The maximum rate at which unsupplemented water may be taken under an amended water licence is— for an amended water licence that, before the amendment, stated both a maximum rate, expressed in litres per second, and a daily volumetric limit—the maximum rate stated on the licence before the amendment; or for an amended water licence that, before the amendment, did not state a maximum rate and a daily volumetric limit but stated an authorised activity referring to the capability of a particular pump size to take water— for a pump size mentioned in schedule 10 , column 1—the rate stated in schedule 10 , column 2 for the pump size; or for a pump size other than a pump size mentioned in schedule 10 , column 1—the rate decided by the chief executive having regard to the rates stated for similar pump sizes in schedule 10 , column 2; and for an amended water licence that, before the amendment, did not state a maximum rate and a daily volumetric limit or an authorised activity referring to the capability of a particular pump size to take water, but for which a related development permit— stated a pump size mentioned in schedule 10 , column 1—the rate stated in schedule 10 , column 2 for the pump size; or stated a pump size other than a pump size mentioned in schedule 10 , column 1—the rate decided by the chief executive having regard to the rates stated for similar pump sizes in schedule 10 , column 2; and for another amended water licence—the rate decided by the chief executive having regard to— the type of licence; and an estimate or measurement of the rate at which water can be taken under the licence.
(sec.104-ssec.2) However, for subsection (1) (b) and (c) , if the licence holder satisfies the chief executive that the maximum rate at which water can be taken is different from the rate under the subsection, the maximum rate is the rate decided by the chief executive having regard to the following— the conditions under which the water may be taken; the water-taking capacity of the pump (the existing pump ) to which the authorised activity or development permit relates; 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; the efficiency of the water use associated with the existing pump or the system mentioned in paragraph (c) .
(sec.104-ssec.3) The chief executive must ensure that the total volume that could be taken in a day at the maximum rate for the amended water licence is not less than the daily volumetric limit under section 105 .
(a) for an amended water licence that, before the amendment, stated both a maximum rate, expressed in litres per second, and a daily volumetric limit—the maximum rate stated on the licence before the amendment; or
(b) for an amended water licence that, before the amendment, did not state a maximum rate and a daily volumetric limit but stated an authorised activity referring to the capability of a particular pump size to take water— (i) for a pump size mentioned in schedule 10 , column 1—the rate stated in schedule 10 , column 2 for the pump size; or (ii) for a pump size other than a pump size mentioned in schedule 10 , column 1—the rate decided by the chief executive having regard to the rates stated for similar pump sizes in schedule 10 , column 2; and
(i) for a pump size mentioned in schedule 10 , column 1—the rate stated in schedule 10 , column 2 for the pump size; or
(ii) for a pump size other than a pump size mentioned in schedule 10 , column 1—the rate decided by the chief executive having regard to the rates stated for similar pump sizes in schedule 10 , column 2; and
(c) for an amended water licence that, before the amendment, did not state a maximum rate and a daily volumetric limit or an authorised activity referring to the capability of a particular pump size to take water, but for which a related development permit— (i) stated a pump size mentioned in schedule 10 , column 1—the rate stated in schedule 10 , column 2 for the pump size; or (ii) stated a pump size other than a pump size mentioned in schedule 10 , column 1—the rate decided by the chief executive having regard to the rates stated for similar pump sizes in schedule 10 , column 2; and
(i) stated a pump size mentioned in schedule 10 , column 1—the rate stated in schedule 10 , column 2 for the pump size; or
(ii) stated a pump size other than a pump size mentioned in schedule 10 , column 1—the rate decided by the chief executive having regard to the rates stated for similar pump sizes in schedule 10 , column 2; and
(d) for another amended water licence—the rate decided by the chief executive having regard to— (i) the type of licence; and (ii) an estimate or measurement of the rate at which water can be taken under the licence.
(i) the type of licence; and
(ii) an estimate or measurement of the rate at which water can be taken under the licence.
(i) for a pump size mentioned in schedule 10 , column 1—the rate stated in schedule 10 , column 2 for the pump size; or
(ii) for a pump size other than a pump size mentioned in schedule 10 , column 1—the rate decided by the chief executive having regard to the rates stated for similar pump sizes in schedule 10 , column 2; and
(i) stated a pump size mentioned in schedule 10 , column 1—the rate stated in schedule 10 , column 2 for the pump size; or
(ii) stated a pump size other than a pump size mentioned in schedule 10 , column 1—the rate decided by the chief executive having regard to the rates stated for similar pump sizes in schedule 10 , column 2; and
(i) the type of licence; and
(ii) an estimate or measurement of the rate at which water can be taken under the licence.
(a) the conditions under which the water may be taken;
(b) the water-taking capacity of the pump (the existing pump ) to which the authorised activity or development permit relates;
(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;
(d) the efficiency of the water use associated with the existing pump or the system mentioned in paragraph (c) .
sec.105
Daily volumetric limit for a water licence
sec.105 Daily volumetric limit for a water licence
The daily volumetric limit for an amended water licence to take unsupplemented water is—
for an amended water licence that, before the amendment, stated the volume of water that may be taken in a day—the daily volume stated on the licence before the amendment; or
for an amended water licence that, before the amendment, did not state a volume of water that may be taken in a day but stated a maximum rate, expressed in litres per second—the volume, expressed in megalitres, calculated by multiplying the stated maximum rate by 0.0864; or
for an amended water licence that, before the amendment, did not state a volume of water that may be taken in a day or a maximum rate but stated an authorised activity referring to the capability of a particular pump size to take water—
for a pump size mentioned in schedule 10 , column 1—the volume stated in schedule 10 , column 3 for the pump size; or
for a pump size other than a pump size mentioned in schedule 10 , column 1—the volume decided by the chief executive having regard to the volumes stated for similar pump sizes in schedule 10 , column 3; or
for an amended water licence that, before the amendment, did not state a volume of water that may be taken in a day or a maximum rate or an authorised activity referring to the capability of a particular pump size to take water, but for which a related development permit—
stated a pump size mentioned in schedule 10 , column 1—the volume stated in schedule 10 , column 3 for the pump size; or
stated a pump size other than a pump size mentioned in schedule 10 , column 1—the volume decided by the chief executive having regard to the volumes stated for similar pump sizes in schedule 10 , column 3; or
for another amended water licence—the volume decided by the chief executive having regard to—
the type of licence; and
an estimate or measurement of the daily rate at which water can be taken under the licence.
However, for subsection (1) (c) and (d) , if the licence holder satisfies the chief executive that the water-taking capacity of the pump is different from the daily volumetric limit under the subsection, the daily volumetric limit is the volume decided by the chief executive having regard to the following—
the conditions under which the water may be taken;
the water-taking capacity of the pump (the existing pump ) to which the authorised activity or development permit relates under normal operating conditions;
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;
the efficiency of the water use associated with the existing pump or the system mentioned in paragraph (c) .
(sec.105-ssec.1) The daily volumetric limit for an amended water licence to take unsupplemented water is— for an amended water licence that, before the amendment, stated the volume of water that may be taken in a day—the daily volume stated on the licence before the amendment; or for an amended water licence that, before the amendment, did not state a volume of water that may be taken in a day but stated a maximum rate, expressed in litres per second—the volume, expressed in megalitres, calculated by multiplying the stated maximum rate by 0.0864; or for an amended water licence that, before the amendment, did not state a volume of water that may be taken in a day or a maximum rate but stated an authorised activity referring to the capability of a particular pump size to take water— for a pump size mentioned in schedule 10 , column 1—the volume stated in schedule 10 , column 3 for the pump size; or for a pump size other than a pump size mentioned in schedule 10 , column 1—the volume decided by the chief executive having regard to the volumes stated for similar pump sizes in schedule 10 , column 3; or for an amended water licence that, before the amendment, did not state a volume of water that may be taken in a day or a maximum rate or an authorised activity referring to the capability of a particular pump size to take water, but for which a related development permit— stated a pump size mentioned in schedule 10 , column 1—the volume stated in schedule 10 , column 3 for the pump size; or stated a pump size other than a pump size mentioned in schedule 10 , column 1—the volume decided by the chief executive having regard to the volumes stated for similar pump sizes in schedule 10 , column 3; or for another amended water licence—the volume decided by the chief executive having regard to— the type of licence; and an estimate or measurement of the daily rate at which water can be taken under the licence.
(sec.105-ssec.2) However, for subsection (1) (c) and (d) , if the licence holder satisfies the chief executive that the water-taking capacity of the pump is different from the daily volumetric limit under the subsection, the daily volumetric limit is the volume decided by the chief executive having regard to the following— the conditions under which the water may be taken; the water-taking capacity of the pump (the existing pump ) to which the authorised activity or development permit relates under normal operating conditions; 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; the efficiency of the water use associated with the existing pump or the system mentioned in paragraph (c) .
(a) for an amended water licence that, before the amendment, stated the volume of water that may be taken in a day—the daily volume stated on the licence before the amendment; or
(b) for an amended water licence that, before the amendment, did not state a volume of water that may be taken in a day but stated a maximum rate, expressed in litres per second—the volume, expressed in megalitres, calculated by multiplying the stated maximum rate by 0.0864; or
(c) for an amended water licence that, before the amendment, did not state a volume of water that may be taken in a day or a maximum rate but stated an authorised activity referring to the capability of a particular pump size to take water— (i) for a pump size mentioned in schedule 10 , column 1—the volume stated in schedule 10 , column 3 for the pump size; or (ii) for a pump size other than a pump size mentioned in schedule 10 , column 1—the volume decided by the chief executive having regard to the volumes stated for similar pump sizes in schedule 10 , column 3; or
(i) for a pump size mentioned in schedule 10 , column 1—the volume stated in schedule 10 , column 3 for the pump size; or
(ii) for a pump size other than a pump size mentioned in schedule 10 , column 1—the volume decided by the chief executive having regard to the volumes stated for similar pump sizes in schedule 10 , column 3; or
(d) for an amended water licence that, before the amendment, did not state a volume of water that may be taken in a day or a maximum rate or an authorised activity referring to the capability of a particular pump size to take water, but for which a related development permit— (i) stated a pump size mentioned in schedule 10 , column 1—the volume stated in schedule 10 , column 3 for the pump size; or (ii) stated a pump size other than a pump size mentioned in schedule 10 , column 1—the volume decided by the chief executive having regard to the volumes stated for similar pump sizes in schedule 10 , column 3; or
(i) stated a pump size mentioned in schedule 10 , column 1—the volume stated in schedule 10 , column 3 for the pump size; or
(ii) stated a pump size other than a pump size mentioned in schedule 10 , column 1—the volume decided by the chief executive having regard to the volumes stated for similar pump sizes in schedule 10 , column 3; or
(e) for another amended water licence—the volume decided by the chief executive having regard to— (i) the type of licence; and (ii) an estimate or measurement of the daily rate at which water can be taken under the licence.
(i) the type of licence; and
(ii) an estimate or measurement of the daily rate at which water can be taken under the licence.
(i) for a pump size mentioned in schedule 10 , column 1—the volume stated in schedule 10 , column 3 for the pump size; or
(ii) for a pump size other than a pump size mentioned in schedule 10 , column 1—the volume decided by the chief executive having regard to the volumes stated for similar pump sizes in schedule 10 , column 3; or
(i) stated a pump size mentioned in schedule 10 , column 1—the volume stated in schedule 10 , column 3 for the pump size; or
(ii) stated a pump size other than a pump size mentioned in schedule 10 , column 1—the volume decided by the chief executive having regard to the volumes stated for similar pump sizes in schedule 10 , column 3; or
(i) the type of licence; and
(ii) an estimate or measurement of the daily rate at which water can be taken under the licence.
(a) the conditions under which the water may be taken;
(b) the water-taking capacity of the pump (the existing pump ) to which the authorised activity or development permit relates under normal operating conditions;
(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;
(d) the efficiency of the water use associated with the existing pump or the system mentioned in paragraph (c) .
sec.106
Nominal entitlement for a water licence
sec.106 Nominal entitlement for a water licence
The nominal entitlement for an amended water licence to take unsupplemented water is—
for an amended water licence that, before the amendment, stated the volume of water that may be taken in a 12-month period—the stated volume; or
for an amended water licence that, before the amendment, stated an 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, expressed in hectares, by 6; or
if the chief executive is satisfied that the amount under subparagraph (i) is not sufficient, the volume decided by the chief executive having regard to the following—
the volume required for the licence’s intended purpose;
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;
the efficiency of the use of the water mentioned in sub-subparagraph (B); or
otherwise—the volume decided by the chief executive having regard to the following—
the conditions under which water may be taken under the licence;
the water-taking capacity of any works for taking water under the licence;
the volume required for the licence’s intended purpose;
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;
the efficiency of the use of the water mentioned in subparagraph (iv) .
(a) for an amended water licence that, before the amendment, stated the volume of water that may be taken in a 12-month period—the stated volume; or
(b) for an amended water licence that, before the amendment, stated an area that may be irrigated— (i) 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, expressed in hectares, by 6; or (ii) if the chief executive is satisfied that the amount under subparagraph (i) is not sufficient, the volume decided by the chief executive having regard to the following— (A) the volume required for the licence’s intended purpose; (B) 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; (C) the efficiency of the use of the water mentioned in sub-subparagraph (B); or
(i) 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, expressed in hectares, by 6; or
(ii) if the chief executive is satisfied that the amount under subparagraph (i) is not sufficient, the volume decided by the chief executive having regard to the following— (A) the volume required for the licence’s intended purpose; (B) 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; (C) the efficiency of the use of the water mentioned in sub-subparagraph (B); or
(A) the volume required for the licence’s intended purpose;
(B) 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;
(C) the efficiency of the use of the water mentioned in sub-subparagraph (B); or
(c) otherwise—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) .
(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) .
(i) 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, expressed in hectares, by 6; or
(ii) if the chief executive is satisfied that the amount under subparagraph (i) is not sufficient, the volume decided by the chief executive having regard to the following— (A) the volume required for the licence’s intended purpose; (B) 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; (C) the efficiency of the use of the water mentioned in sub-subparagraph (B); or
(A) the volume required for the licence’s intended purpose;
(B) 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;
(C) the efficiency of the use of the water mentioned in sub-subparagraph (B); or
(A) the volume required for the licence’s intended purpose;
(B) 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;
(C) the efficiency of the use of the water mentioned in sub-subparagraph (B); or
(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) .
sec.106A
Section sec.106A
s 106A ins 2015 SL No. 121 s 10
om 2021 SL No. 71 s 32
sec.107
Monthly volumetric limit for a water licence
sec.107 Monthly volumetric limit for a water licence
This section applies to an amended water licence that, before the amendment, stated an area that may be irrigated.
The monthly volumetric limit for the amended water licence is 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, expressed in hectares, by 2.
(sec.107-ssec.1) This section applies to an amended water licence that, before the amendment, stated an area that may be irrigated.
(sec.107-ssec.2) The monthly volumetric limit for the amended water licence is 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, expressed in hectares, by 2.
sec.108
Conditions for water licences
sec.108 Conditions for water licences
In deciding the conditions, including flow conditions under which water may be taken under an amended water licence, the chief executive must consider the conditions stated on the water licence being amended.
sec.109
Storing water taken under a water licence
sec.109 Storing water taken under a water licence
This section applies if the chief executive decides to impose a condition on an amended water licence that states the works that may be used to store the water taken under the licence.
In deciding to impose the condition, the chief executive must consider the capacity of any existing overland flow works being used to store the water.
(sec.109-ssec.1) This section applies if the chief executive decides to impose a condition on an amended water licence that states the works that may be used to store the water taken under the licence.
(sec.109-ssec.2) In deciding to impose the condition, the chief executive must consider the capacity of any existing overland flow works being used to store the water.
ch.5-pt.2-div.9
Regulating overland flow water
Regulating overland flow water
sec.110
Limitation on taking overland flow water— Act , s 101
sec.110 Limitation on taking overland flow water— Act , s 101
This section limits the overland flow water that may be taken under section 101 (1) of the Act .
A person may only take overland flow water—
for stock or domestic purposes; or
for another purpose, if the works that allow the taking of overland flow water have a capacity of not more than the following—
for works located in the Downstream of Fitzroy Barrage subcatchment area—5ML;
otherwise—50ML; or
under a water licence; or
of not more than the volume necessary to satisfy the requirements of the following—
an environmental authority issued under the Environmental Protection Act 1994 ;
a development permit for carrying out an environmentally relevant activity, other than a mining or petroleum activity, under the Environmental Protection Act 1994 ; or
that is contaminated agricultural runoff water; or
that is incidental to the operation of a storage facility constructed to store coal seam gas water for which an entity holds an approval under the Waste Reduction and Recycling Act 2011 , chapter 8 ; or
that is incidental to the operation of a storage facility located outside the Downstream of Fitzroy Barrage subcatchment area and constructed to store water other than overland flow water on a catchment of not more than 250 hectares; or
under section 111 .
In this section—
coal seam gas water see the Environmental Protection Act 1994 , section 310D (7) .
contaminated agricultural runoff water means overland flow water that contains, or is likely to contain, excess nutrients or farm chemicals at levels potentially harmful to the quality of water in a watercourse.
s 110 amd 2013 Act No. 23 s 352 s ch 1 pt 2 ; 2021 SL No. 71 s 33
(sec.110-ssec.1) This section limits the overland flow water that may be taken under section 101 (1) of the Act .
(sec.110-ssec.2) A person may only take overland flow water— for stock or domestic purposes; or for another purpose, if the works that allow the taking of overland flow water have a capacity of not more than the following— for works located in the Downstream of Fitzroy Barrage subcatchment area—5ML; otherwise—50ML; or under a water licence; or of not more than the volume necessary to satisfy the requirements of the following— an environmental authority issued under the Environmental Protection Act 1994 ; a development permit for carrying out an environmentally relevant activity, other than a mining or petroleum activity, under the Environmental Protection Act 1994 ; or that is contaminated agricultural runoff water; or that is incidental to the operation of a storage facility constructed to store coal seam gas water for which an entity holds an approval under the Waste Reduction and Recycling Act 2011 , chapter 8 ; or that is incidental to the operation of a storage facility located outside the Downstream of Fitzroy Barrage subcatchment area and constructed to store water other than overland flow water on a catchment of not more than 250 hectares; or under section 111 .
(sec.110-ssec.3) In this section— coal seam gas water see the Environmental Protection Act 1994 , section 310D (7) . contaminated agricultural runoff water means overland flow water that contains, or is likely to contain, excess nutrients or farm chemicals at levels potentially harmful to the quality of water in a watercourse.
(a) for stock or domestic purposes; or
(b) for another purpose, if the works that allow the taking of overland flow water have a capacity of not more than the following— (i) for works located in the Downstream of Fitzroy Barrage subcatchment area—5ML; (ii) otherwise—50ML; or
(i) for works located in the Downstream of Fitzroy Barrage subcatchment area—5ML;
(ii) otherwise—50ML; or
(c) under a water licence; or
(d) of not more than the volume necessary to satisfy the requirements of the following— (i) an environmental authority issued under the Environmental Protection Act 1994 ; (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
(i) an environmental authority issued under the Environmental Protection Act 1994 ;
(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) that is contaminated agricultural runoff water; or
(f) that is incidental to the operation of a storage facility constructed to store coal seam gas water for which an entity holds an approval under the Waste Reduction and Recycling Act 2011 , chapter 8 ; or
(g) that is incidental to the operation of a storage facility located outside the Downstream of Fitzroy Barrage subcatchment area and constructed to store water other than overland flow water on a catchment of not more than 250 hectares; or
(h) under section 111 .
(i) for works located in the Downstream of Fitzroy Barrage subcatchment area—5ML;
(ii) otherwise—50ML; or
(i) an environmental authority issued under the Environmental Protection Act 1994 ;
(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
More sections below
Source text: opening excerpt
Sourced from Queensland Legislation (legislation.qld.gov.au), CC BY 4.0.
ch.4-pt.1 Environmental flow objectives
Environmental flow objectives
ch.4-pt.1-div.1 Surface water
Surface water
sec.16 Performance indicators for environmental flow objectives
sec.16 Performance indicators for environmental flow objectives
The performance indicators for the environmental flow objectives are—
for assessing periods of low flow—the base flow; and
for assessing periods of medium to high flow, the following—
mean annual flow;
median annual flow ratio;
annual proportional flow deviation;
mean wet season flow;
4% daily exceedance duration flow;
10% daily exceedance duration flow;
2 year daily flow volume;
5 year daily flow volume;
20 year daily flow volume; and
for assessing the first post-winter flow event—the performance indicators listed in schedule 6 , part 3 .
(a) for assessing periods of low flow—the base flow; and
(b) for assessing periods of medium to high flow, the following— (i) mean annual flow; (ii) median annual flow ratio; (iii) annual proportional flow deviation; (iv) mean wet season flow; (v) 4% daily exceedance duration flow; (vi) 10% daily exceedance duration flow; (vii) 2 year daily flow volume; (viii) 5 year daily flow volume; (ix) 20 year daily flow volume; and
(i) mean annual flow;
(ii) median annual flow ratio;
(iii) annual proportional flow deviation;
(iv) mean wet season flow;
(v) 4% daily exceedance duration flow;
(vi) 10% daily exceedance duration flow;
(vii) 2 year daily flow volume;
(viii) 5 year daily flow volume;
(ix) 20 year daily flow volume; and
(c) for assessing the first post-winter flow event—the performance indicators listed in schedule 6 , part 3 .
(i) mean annual flow;
(ii) median annual flow ratio;
(iii) annual proportional flow deviation;
(iv) mean wet season flow;
(v) 4% daily exceedance duration flow;
(vi) 10% daily exceedance duration flow;
(vii) 2 year daily flow volume;
(viii) 5 year daily flow volume;
(ix) 20 year daily flow volume; and
sec.17 Environmental flow objectives
sec.17 Environmental flow objectives
The environmental flow objectives for surface water for this plan are stated in schedule 6 , parts 1 to 3 .
Procedural gates and limits on applications for licences, relocation and dealings with licences (ss 53-55), and detailed rules for converting authorisations to water allocations and for setting allocation elements (ss 86-106). Conversions contain concrete arithmetic rules, for example the 1.3 multiplier for maximum rates when transitioning certain unsupplemented authorisations (s 87(2)), and the 0.0864 factor to convert a litres per second rate to a daily volumetric limit (s 96(1)(a)).
Prescribed limits on unauthorised taking or interference: an annual permittable unauthorised take for prescribed activities up to 5 ML (s 51), stock and domestic rights retained outside water supply scheme areas (s 52), and specific constraints for overland flow water (ss 110-113).
Detailed operational constraints for impoundments and pumping pools, including permitted purposes (s 77), maximum pumping pool size (5 ML, s 79), and conditions for town supply and environmental authority related impoundments (ss 80-81).
Mechanically the plan binds decision‑makers to stated objectives (s 23), requires modelling-based assessments for consistency (ss 24-25), and creates conversion and allocation formulas that will change how volumes and rates are expressed on licences (secs 90-107). It also delegates several procedural and technical matters to associated instruments, specifically the Act, the Water Regulation 2016 (cited at s 48), and the water management protocol (s 48 and elsewhere), and cross‑refers to other statutes where relevant (for example the Environmental Protection Act 1994 at s 77 and s 110, and the Mineral Resources Act 1989 at s 111).
Main concepts
This plan organises water management around a small set of interlocking concepts that appear repeatedly in the text: environmental flow objectives, water allocation security objectives, simulation‑based assessment, reserves, licence and allocation elements, and prescribed decision criteria.
Environmental flow objectives and performance indicators
Performance indicators are listed for distinct flow regimes: low flows are assessed against base flow; medium to high flows are assessed against a multi‑metric set including mean annual flow, median annual flow ratio, annual proportional flow deviation, mean wet season flow, 4% and 10% daily exceedance duration flows, and event volumes for 2, 5 and 20 year daily flow volumes (s 16). The objectives themselves are stated numerically in schedule 6 (s 17).
The plan sets a separate indicator for groundwater-dependent ecosystems: drawdown duration (s 18). Groundwater objectives are in schedule 6 part 4 (s 19).
Allocation security concepts
For supplemented water (water provided via a scheme), the plan uses the annual and monthly supplemented water sharing indices as performance indicators (s 20). For unsupplemented surface and groundwater, the annual volume probability is the indicator (s 20). The precise security objectives for specific schemes and groups are contained in schedule 7 (s 21, sch 7 parts referenced).
Simulation and technical assessment
The IQQM computer program is compulsory for surface water assessments, unless impracticable, with the chief executive empowered to approve alternatives only if the method is at least as accurate (s 24). The Callide Valley groundwater computer program serves the same role for certain groundwater assessments (s 25). This both standardises modelling and centralises the technical yardstick under chief executive oversight.
Unallocated water and reserves
Unallocated water is split mechanically into three pools: strategic reserve, strategic water infrastructure reserve and general reserve (s 38). Strategic reserve may be granted only for State or Indigenous purposes (s 39). Strategic water infrastructure reserve is limited to infrastructure listed in s 45, which provides river‑specific nominal volumes (s 45). General reserve may be granted for any purpose (s 46). Grants from strategic and infrastructure reserves are process‑bound to other instruments (s 48).
Licence and allocation mechanics
The plan defines what must appear on licences and allocations (for example purpose, maximum rate, daily and annual volumetric limits, nominal entitlement, flow conditions) (ss 90, 101, 118). It prescribes how to calculate those elements in multiple contexts, including conversions from older authorisations (secs 87, 95-107).
For converted unsupplemented authorisations a rate multiplier (1.3) and a rule to derive a daily volumetric limit (multiply the rate by 0.0864) are explicit (s 87(2), s 96(1)(a)). The chief executive retains discretion to vary rates and volumes where licence or authorisation history supports a different figure, subject to specified evidentiary factors (secs 95(2), 96(2), 104(2), 105(2)).
Operational constraints and preservation
The plan embeds environmental considerations that must be weighed when deciding management measures and licence conditions, including connectivity, sediment movement, baseflow, riparian vegetation, habitats and cultural values (s 27). For waterholes and lakes there is an express requirement to consider cultural and ecological values and to impose a maintenance condition (for example limiting taking to when levels are not lower than 0.5 m below natural overflow) unless economic hardship or no adverse effect is demonstrated (s 59).
Interplay with other instruments
The plan expressly refers decision‑makers to the Act (various sections), the Water Regulation 2016 (s 48), the water management protocol (s 48 and elsewhere), the Environmental Protection Act 1994 (ss 77, 110), the Waste Reduction and Recycling Act 2011 (s 110), the Mineral Resources Act 1989 (s 111), and the Professional Engineers Act 2002 (s 112). These cross‑references allocate process, technical and evidentiary tasks beyond the plan text itself.
The plan therefore operates as a ruleset that converts objective targets into decision criteria, specifies standard modelling tools, prescribes numeric conversion rules for legacy entitlements, and channels some decisions (reserves, infrastructure allocations, certain assessment methods) into other statutory or administrative instruments.
Who it affects
The plan’s rules affect a defined set of actors through decision rules, eligibility gates, and operational constraints. Principal affected parties, as derived from the text, are:
Licence and allocation holders and applicants: People or entities applying for water licences, seasonal water assignments, relocations, or dealings are directly affected by the acceptance rules in s 53, relocation rules in s 54, and dealing limitations in s 55. Existing allocations converted from prior plans (ss 86-87) are transitioned into the new regime, often with specific numerical amendments (for example s 87(2)).
Irrigators, farmers and landowners: The plan modifies how unsupplemented entitlements are expressed, for example by imposing daily and annual volumetric limits, maximum rates derived from pump size schedules (schedule 10 is repeatedly cited in secs 95-96, 104-105), and in some conversion cases increasing the numeric rate by 1.3 (s 87(2)). Owners of land retain a stock and domestic taking right except within water supply scheme areas (s 52), and overland flow users face restrictions and specific licensing routes (ss 110-113).
Water supply scheme operators and town water entities: The plan places special constraints on water in water supply scheme areas, excluding certain permitted unauthorised takes (s 51(2)), and requiring demonstrable demand/drought management strategies and demonstrated need for impoundments intended to improve town water security (s 80).
Mining and petroleum operators: Special notices and grandfathering rules apply to owners or tenure holders with existing overland flow works associated with mining or petroleum tenures (s 111). The plan references mine dewatering exemptions for licences under s 114 of the Act in the groundwater licence element rules (s 118(2)).
Indigenous and State project proponents: Strategic reserve water may be granted only for State or Indigenous purposes, with specified reserve volumes and the water granted only for the life of the project with return to reserve on conclusion (ss 39-43, s 40, s 41, s 43). This creates a direct allocation channel for these project categories (s 39).
Engineers, consultants and model users: The plan requires use of particular simulation models (IQQM for surface water, Callide Valley groundwater program for certain groundwater) when assessing consistency with objectives (ss 24-25). The process for overland flow licence grants may require a certificate from a registered professional engineer (s 112). Alternative assessment methods require chief executive approval and equality in accuracy to the named models (ss 24(2)-(3), 25(2)-(3)).
Regulators and the chief executive: The chief executive is given central decision authority and discretion across technical approval of assessment methods (ss 24-25), imposing conditions on licences and allocations to ensure plan outcomes (ss 98, 122), considering specified matters when forming rules (ss 27-29), and ensuring certain consistency requirements (s 23). The instrument directs many operational and discretionary decisions to that office.
Distributional impacts that follow from these mechanics are concrete in the text. For example, strategic water infrastructure reserve volumes are concentrated in a small number of named river systems with specific ML figures (s 45), thereby allocating potential supply rights to infrastructure in those catchments. Owners inside water supply scheme areas are excluded from some unauthorised access rights (s 51, s 52). Holders of older authorisations face explicit conversion formulas that change how their rights are stated and administered (ss 86-99).
Entities that must engage the administrative process will encounter compliance steps: submitting notices for overland flow works to the chief executive to preserve existing use (s 111(3)-(4)), supplying professional engineer certificates where a process requires them (s 112(4)), and providing evidence on pump size, historic use and efficiency where the chief executive is to set rates or volumes (secs 95-96, 104-106).
Key duties and rights
The plan creates duties for decision‑makers and procedural and substantive rights and limits for water users. The principal duties and rights in the text are:
Duties on the chief executive and decision makers
Consistency duty: Decisions about allocation or management of water, other than a decision about a water permit, must be consistent with the environmental flow objectives in schedule 6 and the water allocation security objectives in schedule 7 (s 23). This is a top‑level legal consistency duty binding plan‑based decisions.
Technical assessment duty: The chief executive and decision makers must use the IQQM simulation for surface water consistency assessments, and the Callide Valley groundwater program for certain groundwater assessments, unless impracticable (ss 24-25). Alternatives require express approval and parity of accuracy to the named model.
Consideration duties: When framing environmental management rules, water sharing rules and water allocation change rules the chief executive must consider the matters listed in ss 27-29, which include ecological connectivity, baseflow, sediment movement, cultural values and specific indices for unsupplemented allocations.
Condition imposition duty: The chief executive may impose conditions to ensure plan outcomes; when deciding flow conditions for allocations the chief executive must have regard to conditions on the original authorisation being converted (ss 98, 108, 122).
Rights and authorisations for water users
Stock and domestic taking right: An owner of land may take water from a watercourse, lake or spring for stock or domestic purposes from anywhere in the plan area outside water supply scheme areas, and in any way (s 52). That right is explicitly carved out.
Permissible unauthorised take for prescribed activities: Up to 5 ML per financial year for prescribed activities may be taken without a water entitlement, except in water supply scheme areas (s 51). The definition of prescribed activities is left to regulation.
Existing overland flow works grandfathering: Owners or prescribed tenure holders of specified existing overland flow works may continue to use them if they give notice to the chief executive in the approved form, or provided they previously gave notice under the prior plan (s 111(3)-(4)).
Conversion rights: Authorisations identified in s 89 are to be converted to water allocations under the plan (s 88-89). Converted allocations must contain specified elements such as maximum rate, daily, annual and flow conditions (s 90). Schedule 11 assigns allocation groups that determine volumetric multipliers and annual limits (s 91, s 97).
Reserve application opportunities: Water may be granted from unallocated water reserves under the processes set out or referenced (s 48). Strategic reserve water is available only for State or Indigenous purposes (s 39), while general reserve water may be granted for any purpose (s 46).
Administrative gates and prohibitions
Application acceptance gate: The chief executive must not accept certain types of applications for a water licence unless they fall within enumerated exceptions (s 53). That is a frontal restriction on who may lodge a new application.
Dealings inconsistent with plan prohibited: Applications that would increase volume, rate, irrigated area, daily or monthly volumetric limits, change location, or change conditions are inconsistent with the plan if they would have those effects (s 55). Such dealings are precluded unless permitted under the water management protocol or other narrow exceptions.
Impoundment limits: Water licences to interfere with flow by impoundment are permitted only for specified purposes and subject to conditions and limits tied to necessity and minimising environmental impacts (ss 76-82).
Evidential and technical obligations
Pump and system evidence: Holders can satisfy the chief executive that a different maximum rate or daily volumetric limit should apply by providing evidence about pump capacity, historical irrigation or distribution systems for up to 10 years prior to the plan, and efficiency of use (secs 95(2), 96(2), 104(2), 105(2)). The chief executive must have regard to these factors.
Modelling and certification requirements: Assessments must use specified simulations or approved alternatives (ss 24-25), and processes for granting overland flow licences may require a registered professional engineer’s certificate about works capacity and rate (s 112(4)).
Numerical obligations and formulae
Conversion arithmetic: Converted unsupplemented authorisations are to have their rate multiplied by 1.3 and their daily volumetric limit set at rate multiplied by 0.0864 (s 87(2), s 96(1)(a)). The plan provides precise numeric rules rather than open standards for many converted elements (secs 95-97, 104-107).
Procedural rights of appeal
The plan references appeals under chapter 6 of the Act in at least one procedural context (s 76(2)). The Act’s appeal processes are therefore relevant to decisions under the plan, although their detail is in the Act rather than the plan text.
The plan, in sum, creates a dense set of administrative duties on decision makers, fixed conversion mechanics for many legacy rights, and specified rights that are contingent on procedural compliance and technical proof to the chief executive.
Penalties and enforcement
The plan text supplied does not itself enumerate penalty provisions or create new criminal offences or administrative fines. Instead the plan embeds compliance and enforcement by reference to the broader statutory framework and by creating binding decision rules that the chief executive and other decision makers must follow. Key enforcement‑related features in the text are:
Consistency requirement that binds decisions: Decisions must be consistent with the environmental flow objectives in schedule 6 and the water allocation security objectives in schedule 7 (s 23). The plan therefore makes consistency with those schedules a legal constraint on decision making.
Administrative gates and acceptance rules that limit applications: The chief executive must not accept certain categories of applications (s 53). This gate function is an administrative enforcement mechanism to prevent the processing of proposals incompatible with plan objectives.
Condition imposition as an enforcement tool: The chief executive is empowered to impose any condition on a water allocation or licence that the chief executive is satisfied is necessary to ensure the outcomes of the plan are achieved (s 98). Conditions operate as the primary tool to reconcile a grant with plan objectives.
Model‑based assessment requirement as a compliance yardstick: Use of IQQM or the Callide Valley groundwater program for assessing consistency (ss 24-25) supplies a technical standard against which projects and licences are judged. The chief executive’s approval is needed for alternative methods, creating a compliance pathway controlled by the regulator.
References to other enforcement instruments: The plan directs the release of unallocated water and related processes to instruments that contain enforcement mechanics. For example, the processes for releasing unallocated water from the strategic reserve are those set out in the Water Regulation 2016 (s 48(2)), and strategic water infrastructure reserve releases are governed by the water management protocol (s 48(3)). Enforcement mechanisms and penalties where breaches occur will therefore generally be found in the Act, the Water Regulation and other statutory instruments cited in the plan.
Appeals: The plan recognises appeals under chapter 6 of the Act in at least one procedural exclusion (s 76(2)), indicating that decisions under the plan may be subject to the Act’s appeal mechanisms, which provide a rights‑of‑review pathway separate from penal enforcement.
Because the provided text does not set monetary penalties, infringement notices, or criminal offences it is not possible from this instrument alone to state what sanctions apply for non‑compliance. The plan locates enforcement within administrative decision‑making (non‑acceptance of applications, conditions on licences, refusal of conversions) and by cross‑reference to the Act and subordinate instruments that are indicated as the vehicles for releases and other processes (s 48). Practitioners should therefore consult the Act, the Water Regulation 2016 and the water management protocol to identify specific sanctioning powers and offence provisions applicable to breaches of licence conditions or unauthorised taking.
How it interacts with other laws
The plan is explicitly designed to operate inside a network of other statutes and instruments. The text names and cross‑refers to several external laws and instruments, making those instruments part of the decision ecology for water management in the plan area.
Primary statutory cross‑references
The Act: The plan repeatedly cites “the Act” for procedural authority and cross‑references to Act provisions, for example sections concerning limitations on taking or interfering with water, application and granting processes, and appeals (see s 51 referencing Act s 101, s 53 referencing Act s 43, s 76 referencing Act s 107 and chapter 6 appeals). The Act is the primary legal framework within which the plan’s rules are applied.
Water Regulation 2016: The processes for releasing unallocated water held as a strategic reserve are those set out in Water Regulation 2016 part 2 division 2 subdivision 2 (s 48(2)). That Regulation, therefore, supplies the procedural and likely administrative detail for strategic reserve releases.
Water management protocol: The plan repeatedly delegates process detail to the water management protocol, for example for releasing unallocated water held as a strategic water infrastructure reserve (s 48(3)), permitted dealings under the plan (s 53(2)(e) conditional on the protocol), and for relocations and other dealings (s 54 references dealings permitted under the water management protocol).
Environmental and waste statutes
Environmental Protection Act 1994: The plan confines impoundment licences in part to those that satisfy an environmental authority issued under the Environmental Protection Act 1994 (s 77(d)), and allows unauthorised overland flow taking in certain circumstances necessary to satisfy environmental authority requirements (s 110(2)(d)). Environmental approvals and conditions under that Act are therefore implicated when an applicant seeks to justify certain impoundments or overland flow uses.
Waste Reduction and Recycling Act 2011: Overland flow exceptions include water incidental to the operation of a storage facility constructed to store coal seam gas water for which an approval under the Waste Reduction and Recycling Act 2011, chapter 8 is held (s 110(2)(f)). That cross‑reference links waste regulatory approvals with water take rights in narrow contexts.
Resource and professional regulation
Mineral Resources Act 1989: The plan recognises mining tenements in structuring grandfathered overland flow works and prescribed tenure holders (s 111(1)(b), definition). This creates an intersection between tenure rights under mining law and water take authorisations.
Professional Engineers Act 2002: The plan contemplates a requirement for a registered professional engineer’s certificate in the process for granting overland flow licences (s 112(4)), thereby importing professional regulation and certification into the evidentiary process for licence grants.
Administrative instruments and plans
Resource operations plan: The plan requires the chief executive, in deciding water sharing and environmental management rules, to have regard to water sharing rules and change rules stated in the resource operations plan; existing water sharing arrangements are taken as those set out in the resource operations plan and other named instruments (s 28; definition of existing water sharing arrangements).
Repealed and prior instruments: The plan transitions allocations and authorisations from prior plans, for example the repealed Water Resource (Fitzroy Basin) Plan 1999, and preserves certain notices and rights given under previous plans where explicitly stated (s 111 references). This creates continuity and transition interactions with predecessor instruments.
Operational interaction effects
The plan’s reliance on simulation models (IQQM and Callide Valley program) imports data, calibration and modelling conventions from departmental systems into the legal assessment process (ss 24-25). The chief executive’s ability to approve alternative methods only where they are at least as accurate centralises an evidentiary standard in the departmental modelling framework, and links assessment outcomes to the availability and acceptance of technical methods.
Reserve release processes are not self‑contained in the plan but are executed under other instruments (s 48(2)-(3)). Practically this requires applicants and proponents to engage multiple instruments and administrative channels to access unallocated water.
Environmental approvals under the Environmental Protection Act 1994 and waste approvals under the Waste Reduction and Recycling Act 2011 may be both prerequisites and concurrent obligations when licences or impoundments interact with industrial, mining, or waste activities (ss 77, 110).
In short, the plan is a ruleset layered onto the Act and implemented through regulatory instruments and departmental protocols. Practitioners and applicants will need to navigate the Act, the Water Regulation 2016, the water management protocol, environmental and waste statutes, resource tenure regimes and professional certification requirements in order to secure or defend rights governed by the plan.
Amendment history
The plan text contains multiple editorial markers and explicit amendment annotations. The instrument as presented records a sequence of amendments and omissions, identified by year and statutory instrument numbers where provided. The following is a catalogue of amendments and notes that are visible in the supplied text. Each entry cites the section annotated in the plan text.
2013 amendments: s 110 shows an amendment reference to 2013 Act No. 23 s 352 sch 1 pt 2 (s 110 amd 2013 Act No. 23 s 352 sch 1 pt 2).
2014 omissions and amendments: Several sections show “om 2014 SL No. 142” indicating omission at the 2014 subordinate legislation instrument, for example s 26 (s 26 om 2014 SL No. 142 s 73), s 83 and s 84 have 2014 omissions noted in later entries.
2015 subordinate legislation: Multiple sections were amended or had insertions in 2015, annotated with “2015 SL No. 121”. Notable 2015 changes include:
s 40 had no explicit 2015 mark in the excerpt, but elsewhere schedule and section annotations show s 41 was amended in 2015 (s 41 amd 2015 SL No. 121 s 6).
s 47 and s 111 show changes or insertions in 2015 (s 47 amd 2015 SL No. 121 s 7; s 111 amd 2021 but earlier parts had 2015 sub).
sch.6 and many conversion sections include 2015 insertions or amendments (see s 139 definitions added or amended 2015 SL No. 121 s 14).
2016 subordinate legislation: A small number of omnibus or schedule changes have “om 2016 SL No. 216 s 146 sch 20” annotations, for example s 112 (s 112 amd 2021 SL No. 71 s 34 also shows prior changes).
2021 subordinate legislation: Many sections in the text show amendments in 2021 recorded as “2021 SL No. 71” with specific section references. Examples include:
s 25 amended 2021 SL No. 71 ss 12, 49(4) (s 25 amd 2021 SL No. 71 ss 12, 49(4)).
ss 27-29, 37, 48, 51, 52, 53, 54, 59, 76, 77, 79, 80, 82, 86, 87, 94, 95, 96, 98, 100A, 101, 103, 104, 105, 106, 107, 118, 119, 120, 121, 133 and many others show “om 2021 SL No. 71 s xx” or “ins 2021 SL No. 71” annotations indicating omissions, insertions or amendments made by that instrument. Specific examples visible in the text include:
s 27 amd 2021 SL No. 71 ss 13, 49(6).
s 28 amd 2021 SL No. 71 s 49(3).
s 29 amd 2021 SL No. 71 ss 14, 49(11).
s 59 om 2021 SL No. 71 s 22 (multiple sections in pt 2 div 1 show “om 2021 SL No. 71 s 22”).
s 86 and s 87 and many conversion provisions show transition-related amendments in 2015 and 2021 annotations.
2022 subordinate legislation: schedule 7 section 3A records an amendment in 2022 (sch 7 s 3A ins 2021 SL No. 71 s 47 amd 2022 SL No. 119 s 3), indicating insertion in 2021 and a further amendment in 2022.
The plan text documents a pattern of iterative modification using subordinate legislation (SL) instruments in 2014, 2015, 2016, 2021 and 2022, with a concentration of consolidated changes captured by SL No. 71 in 2021. These amendment annotations appear alongside individual sections in the plan, showing which sections were inserted, amended or omitted in particular SL instruments and which schedule parts were updated.
Practitioners should consult the consolidated instrument and the cited subordinate legislation entries (for example 2015 SL No. 121, 2021 SL No. 71, 2022 SL No. 119) to obtain the authoritative amendment history and timing for every clause. The supplied text itself records these amendment citations inline and therefore serves as a roadmap to the legislative history, but not as a substitute for the official consolidated version and the amending instruments.
Litigation history
The plan text provided contains no case citations, judicial decisions, or summaries of litigation. It does reference administrative appeal rights in the Act (for example appeals under chapter 6 of the Act are mentioned in s 76(2)), but it does not catalog litigation outcomes, precedent or judicial interpretation.
Because the excerpt does not include any reported decisions, there is no litigation history embedded in the text of the plan itself. Any judicial challenges, appellate decisions, or administrative law rulings that interpret specific plan provisions, the chief executive’s discretion, or modelling standards would reside outside this document in case law and tribunal records. To locate litigation that bears on the plan’s operation practitioners must search judicial and administrative decisions under the Act and related administrative law caselaw; the plan’s references to chapter 6 of the Act signals that appeal mechanisms exist, but the plan text does not provide further detail.
Therefore, from the plan text alone the concrete statement is: the plan does not include or reference any litigation outcomes or judicial interpretations. Users seeking precedent or litigation history must look to the Act’s appeal records, tribunal and court decisions applying the plan or related water management instruments.
Gotchas
The plan text contains multiple provisions that create technical and administrative traps for applicants, licence holders and advisers. Below are the concrete operational “gotchas” derived from the text, each grounded in the cited provision.
Reliance on specific departmental models
The plan requires the IQQM computer program for surface water consistency assessments and the Callide Valley groundwater computer program for groundwater in specified areas (ss 24-25). Alternative methods are only permitted if the chief executive is satisfied the method will be at least as accurate. Practically this means applicants who expect to rely on other models must secure pre‑approval from the chief executive and meet a high evidentiary threshold, increasing time and technical cost.
Conversion arithmetic is mandatory and changes entitlement framing
Converting existing unsupplemented authorisations to allocations is not simply a restatement: the plan prescribes a 1.3 multiplier to the rate (s 87(2)(a)) and computes daily volumetric limits using a 0.0864 factor (s 96(1)(a)). These specific numerical conversions can raise instantaneous take rates and daily limits relative to prior permit wording, and require careful verification that the converted figures are consistent with pump capabilities and historic use.
Chief executive discretion and evidentiary gates
Although many numerical rules are prescriptive, the chief executive may depart from standard rates and limits if the authorisation holder satisfies the chief executive with evidence about pump capacity, historical system configuration (up to 10 years), and efficiency (secs 95(2), 96(2), 104(2), 105(2)). The practical effect is that applicants must assemble documentary evidence and possibly metering data to negotiate different outcomes. The chief executive must ensure total daily volume at maximum rate is not less than the daily volumetric limit (s 95(3)), a technical consistency check that can create awkward drafting if rates and daily caps are miscalculated.
Unallocated water grant conditions create temporal impermanence
Water from the strategic reserve or Indigenous purpose allocations is granted only for the life of the project and returns to the strategic reserve on conclusion (ss 41, 43). For investors or proponents this creates temporal uncertainty: the right is not perpetual and is explicitly temporary by statute, affecting financing and long‑term planning.
Reserve release processes split between instruments
Release of unallocated water is governed by other instruments,the Water Regulation 2016 for strategic reserve releases and the water management protocol for strategic water infrastructure reserve releases (s 48). Practically this requires applicants to navigate multiple administrative frameworks with possibly different timelines and documentation requirements.
Overland flow complexities and notice requirements
Existing overland flow works may be grandfathered only if the owner or tenure holder gives notice to the chief executive in the approved form (s 111(3)). Prescribed tenure holders may continue to use such works for only one year after commencement unless notice is given (s 111(2)-(4)). Failure to lodge timely notice can result in loss of continuity of use. Moreover the process for granting overland flow licences may demand an engineer’s certificate of capacity (s 112(4)), which is an additional compliance cost.
Waterhole and lake condition imposition, with economic hardship carve‑out
The chief executive must consider cultural and ecological values and impose a condition to preserve those values for waterholes and lakes, for example limiting take when level is below 0.5 m of natural overflow, unless satisfied the taking will not adversely affect values or that imposing the condition would cause economic hardship to the holder of a pre‑existing authorisation (s 59). This creates a two‑track outcome: newer applicants face stricter conditions, while some holders replacing pre‑existing authorisations may avoid conditions by demonstrating economic hardship,evidentially difficult to satisfy but a possible escape valve.
Strict prohibition on certain application types unless falling within narrow exceptions
The chief executive must not accept applications for particular licence types unless they fall within enumerated categories (s 53). This is a hard administrative gate that can preclude applications unless they are part of prescribed processes (for example release from reserves), or are for diversion/groundwater interference as specified.
Interaction with other statutes for objectionable or contaminating flows
The plan permits taking certain overland flow water necessary to satisfy environmental authority requirements, incidental coal seam gas water storage (referencing the Waste Reduction and Recycling Act 2011), or contaminated agricultural runoff definitions (s 110). Applicants dealing with industrial or waste‑related water management must therefore align approvals across environmental and waste statutes as well as the plan.
Schedule reliance and numerical thresholds
Many operational outcomes depend on schedule tables: schedule 6 contains node-specific environmental flow targets, schedule 7 sets allocation security indices per scheme, schedule 8 lists reserve volumes, schedule 10 gives pump sizes and rates, and schedule 11 sets allocation groups and days used to calculate annual limits. Errors in reading or applying schedules can produce materially incorrect allocation figures, and the plan makes those schedules the operative yardstick (see s 16, s 17, s 21, s 45, s 95, s 96, s 91, s 97).
Appeals and transitional exclusions
The division on impoundments excludes applications lodged before commencement where the chief executive has decided not to grant and an interested person has appealed under chapter 6 of the Act and the appeal is unresolved at commencement (s 76(2)). Practitioners must track appeal timelines and the status of existing administrative proceedings at the plan’s commencement to avoid procedural traps.
Each of these mechanisms creates procedural, technical, evidential and financial compliance costs that are spelled out in the statutory text and which applicants and counsel must address when preparing applications or defending rights under the plan.
How to comply
Compliance under the plan requires a combination of technical preparation, careful application drafting, and procedural awareness. The following is a pragmatic checklist-style deep dive grounded in the plan text, aimed at applicants, licence holders, and advisers.
Determine whether the activity is within the plan area and which water regime applies
Identify whether the take or interference is surface water or groundwater and which water management area, groundwater management area, sub‑area or supply scheme applies. Many rules, model requirements and schedule targets are area-specific (see ss 22-25, ss 115-116, schedule references).
Check whether the proposed activity can be accepted
Before lodging an application under s 107 of the Act, confirm that the chief executive may accept applications of that type under s 53. Section 53 lists types of applications the chief executive must not accept unless they fall within specified exceptions (for example being part of reserve release processes or covered by part 2 division 4).
Prepare the technical assessment using required models or secure alternative method approval
For surface water consistency assessments use the IQQM computer program simulation for the simulation period (s 24). For specified groundwater assessments use the Callide Valley groundwater computer program (s 25). If an alternative model is to be used, apply to the chief executive for approval and demonstrate the alternative is at least as accurate as the named model (s 24(2)-(3), s 25(2)-(3)). Expect documentary requirements and potential reviewer queries.
Assemble evidence on pump capacity, historical use and efficiency where variances are sought
If the licence or authorisation references pump size, be ready to use schedule 10 rates/volumes as defaults (secs 95-96, 104-105). If seeking a different maximum rate or daily volume, present evidence on the existing pump’s capacity, the irrigation or distribution system used in the previous 10 years, and water use efficiency (secs 95(2), 96(2), 104(2), 105(2)). These are the factors the chief executive must consider.
For conversions from prior authorisations, apply the statutory formulas and check schedule assignments
If an authorisation converts to a water allocation, apply the conversion mechanics: multiplier 1.3 to rate for certain unsupplemented conversions (s 87(2)(a)), daily volumetric limits via 0.0864 conversion factor (s 96(1)(a)), and annual volumetric limit calculations using schedule 11 day counts or area multipliers (s 97). Confirm the water allocation group in schedule 11 that applies to the location and flow condition (s 91).
Prepare to meet condition and cultural/ecological considerations for waterholes and lakes
Where taking from waterholes or lakes is involved, the chief executive must consider cultural and ecological values and ordinarily impose a condition to maintain those values such as a minimum level expressed relative to natural overflow (s 59). If you are replacing an authorisation in force immediately before the plan, be prepared to show that imposing the condition would cause economic hardship to avoid the condition.
If seeking water from reserves, follow the applicable release processes in other instruments
For strategic reserve releases follow the Water Regulation 2016 part 2 division 2 subdivision 2 process as referenced (s 48(2)). For strategic water infrastructure reserve releases follow the water management protocol processes (s 48(3)). Liaise with the department early to confirm steps and timelines.
For overland flow works, check whether grandfathering or re‑licensing applies and provide notice or engineer certificates
If overland flow works exist on the land, provide the approved notice to the chief executive to preserve use under s 111(3) and s 111(4). If applying for a licence to take overland flow water under the process set out in the water management protocol, be prepared to provide a registered professional engineer’s certificate of capacity and rate information if required (s 112(4)).
Ensure proposed impoundments meet permitted purposes and size limits
Impoundment licences are permitted only for enumerated purposes (s 77). For pumping pools, the storage capacity must be no greater than required and in any event must not exceed 5 ML (s 79). For stock or domestic storages and town supply security storages follow s 78 and s 80 requirements, including showing existing supply status and, for town supply, that demand/drought management strategies are in place.
Check unsupplemented and supplemented allocation security targets
For supplemented water allocations refer to the scheme‑specific supplemented water sharing indices and thresholds in schedule 7 (s 21 and sch 7 sections). For unsupplemented allocation probability targets consult schedule 7 parts for groundwater and surface water (s 21). Design proposals and operating rules to support these security indicators.
Document cultural and ecological assessments
The chief executive must consider cultural values and ecological connectivity when designing environmental management rules (s 27). Prepare assessments addressing connectivity, baseflow, hyporheic zones, riparian vegetation, and cultural values, with site‑specific data where available.
Anticipate and plan for appeals and administrative review
If the decision pathway predicts refusal or restrictive conditions, note that the plan references appeals under chapter 6 of the Act (s 76(2)). Prepare to engage in the Act’s appeal processes and assemble contemporaneous administrative records to support any review.
Maintain regulatory currency
The plan repeatedly delegates process and detail to the water management protocol and the Water Regulation 2016 (s 48 and others). Ensure you have and follow the current versions of those instruments and any departmental protocols, because the plan’s practical implementation depends on them.
Recordkeeping and measurement
The conversion rules, daily limits and security indices imply a need for reliable measurement and recordkeeping. Ensure meters, flow gauges and operational logs are in place and calibration and measurement methods are consistent with departmental expectations and the certified modelling inputs.
Seek early departmental engagement
Given the centrality of the chief executive’s technical approvals (model alternatives, rate/volume adjustments, condition imposition), obtain pre‑application meetings to clarify evidentiary expectations and provisional acceptability of technical approaches.
Following these steps is the route the plan text mandates for assessing consistency with objectives, securing licences or conversions, and maintaining licence compliance. The plan ties many practical outcomes,numerical limits, modelling thresholds, condition impositions,to discrete statutory provisions cited above; compliance requires aligning applications and operations tightly with those provisions.
Section sec.18Performance indicators for environmental flow objectives—relevant groundwater-dependent ecosystems
sec.18 Performance indicators for environmental flow objectives—relevant groundwater-dependent ecosystems
sec.18 Performance indicators for environmental flow objectives—relevant groundwater-dependent ecosystems
The performance indicator for the environmental flow objectives for assessing groundwater levels to support relevant groundwater-dependent ecosystems is the drawdown duration.
sec.19 Environmental flow objectives
sec.19 Environmental flow objectives
The environmental flow objectives for groundwater for this plan are stated in schedule 6 , part 4 .
ch.4-pt.2 Water allocation security objectives
Water allocation security objectives
sec.20 Performance indicators for water allocation security objectives
sec.20 Performance indicators for water allocation security objectives
The performance indicators for the water allocation security objectives are—
for taking supplemented surface water, the following—
annual supplemented water sharing index;
monthly supplemented water sharing index; and
for taking unsupplemented surface water—the annual volume probability; and
for taking supplemented groundwater—the annual supplemented water sharing index; and
for taking unsupplemented groundwater—the annual volume probability.
(a) for taking supplemented surface water, the following— (i) annual supplemented water sharing index; (ii) monthly supplemented water sharing index; and
(i) annual supplemented water sharing index;
(ii) monthly supplemented water sharing index; and
(b) for taking unsupplemented surface water—the annual volume probability; and
(c) for taking supplemented groundwater—the annual supplemented water sharing index; and
(d) for taking unsupplemented groundwater—the annual volume probability.
(i) annual supplemented water sharing index;
(ii) monthly supplemented water sharing index; and
sec.21 Water allocation security objectives
sec.21 Water allocation security objectives
The water allocation security objectives for this plan are stated in—
for water allocations to take supplemented water— schedule 7 , part 1 ; and
for water allocations to take unsupplemented surface water— schedule 7 , part 2 ; and
for water allocations to take unsupplemented groundwater— schedule 7 , part 3 .
(a) for water allocations to take supplemented water— schedule 7 , part 1 ; and
(b) for water allocations to take unsupplemented surface water— schedule 7 , part 2 ; and
(c) for water allocations to take unsupplemented groundwater— schedule 7 , part 3 .
ch.5-pt.1 Strategies for both surface water and groundwater
Strategies for both surface water and groundwater
ch.5-pt.1-div.1 General provisions
General provisions
sec.22 Application of pt 1
sec.22 Application of pt 1
This part applies to surface water and groundwater.
sec.23 Decisions to be consistent with objectives
sec.23 Decisions to be consistent with objectives
Decisions about the allocation or management of water in the plan area, other than a decision about a water permit, must be consistent with—
the environmental flow objectives stated in schedule 6 ; and
the water allocation security objectives stated in schedule 7 .
(a) the environmental flow objectives stated in schedule 6 ; and
(b) the water allocation security objectives stated in schedule 7 .
sec.24 Assessing impact of decisions about surface water
sec.24 Assessing impact of decisions about surface water
The IQQM computer program’s simulation for the simulation period is used to assess consistency with the environmental flow objectives and the water allocation security objectives for surface water.
If it is not practicable to use the IQQM computer program, another assessment method approved by the chief executive may be used.
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.
(sec.24-ssec.1) The IQQM computer program’s simulation for the simulation period is used to assess consistency with the environmental flow objectives and the water allocation security objectives for surface water.
(sec.24-ssec.2) If it is not practicable to use the IQQM computer program, another assessment method approved by the chief executive may be used.
(sec.24-ssec.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.
sec.25 Assessing impact of decisions about groundwater
sec.25 Assessing impact of decisions about groundwater
The Callide Valley groundwater computer program’s simulation for the simulation period is used to assess consistency with the environmental flow objectives and the water allocation security objectives for groundwater.
If it is not practicable to use the Callide Valley groundwater computer program, another assessment method approved by the chief executive may be used.
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 Callide Valley groundwater computer program.
In this section—
Callide Valley groundwater computer program means the department’s computer program and associated data files, and statistical and data processing programs, that simulate groundwater levels, groundwater demand, recharge and groundwater flows in parts of the Callide Groundwater Unit 1.
s 25 amd 2021 SL No. 71 ss 12 , 49 (4)
(sec.25-ssec.1) The Callide Valley groundwater computer program’s simulation for the simulation period is used to assess consistency with the environmental flow objectives and the water allocation security objectives for groundwater.
(sec.25-ssec.2) If it is not practicable to use the Callide Valley groundwater computer program, another assessment method approved by the chief executive may be used.
(sec.25-ssec.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 Callide Valley groundwater computer program.
(sec.25-ssec.4) In this section— Callide Valley groundwater computer program means the department’s computer program and associated data files, and statistical and data processing programs, that simulate groundwater levels, groundwater demand, recharge and groundwater flows in parts of the Callide Groundwater Unit 1.
Section sec.26
s 26 om 2014 SL No. 142 s 73
sec.27 Matters to be considered for environmental management rules
sec.27 Matters to be considered for environmental management rules
In deciding the environmental management rules to be included in the resource operations plan, the chief executive is to consider—
the streamflows required to maintain the following—
the longitudinal connectivity of low flow habitats throughout river systems in the plan area;
the wetted habitats at riffles and other streambed features;
the natural seasonality of flows;
the replenishment of refuge pools that enable movement of instream biota;
the lateral connectivity between rivers in the plan area and their adjacent riverine environments including floodplains;
the connectivity, through the flow of water, between a watercourse, lake or spring and groundwater to replenish aquifers;
the first post-winter flow event at nodes downstream of supplemented water infrastructure; and
the distance of a water bore from a watercourse, lake, spring or area of ecological value; and
the groundwater levels required to maintain the following—
habitats needed by aquatic biota in hyporheic zones;
relevant groundwater-dependent ecosystems;
the connectivity through the flow of water between an aquifer and an adjacent watercourse, lake or spring to replenish instream pools and enable movement of instream aquatic biota;
the natural seasonality of low flows; and
the impact the taking of, or interfering with, water may have on the following—
instream water levels;
water quality;
baseflow;
groundwater levels;
the natural movement of sediment;
the bed and banks of a watercourse or lake;
riparian vegetation;
habitats for native plants and animals;
the contribution from aquifers to the flow of water in watercourses;
the inundation of habitats;
the movement of fish and other aquatic animals;
the ecological values of waterholes, lakes, springs, relevant groundwater-dependent ecosystems or hyporheic zones;
the recreation and aesthetic values of the plan area;
cultural values including, for example, cultural values of traditional owners of an area.
Subsection (1) does not limit the matters the chief executive may consider.
In this section—
hyporheic zone means the zone where an exchange between surface water and groundwater happens.
water bore means a subartesian bore.
s 27 amd 2021 SL No. 71 ss 13 , 49 (6)
(sec.27-ssec.1) In deciding the environmental management rules to be included in the resource operations plan, the chief executive is to consider— the streamflows required to maintain the following— the longitudinal connectivity of low flow habitats throughout river systems in the plan area; the wetted habitats at riffles and other streambed features; the natural seasonality of flows; the replenishment of refuge pools that enable movement of instream biota; the lateral connectivity between rivers in the plan area and their adjacent riverine environments including floodplains; the connectivity, through the flow of water, between a watercourse, lake or spring and groundwater to replenish aquifers; the first post-winter flow event at nodes downstream of supplemented water infrastructure; and the distance of a water bore from a watercourse, lake, spring or area of ecological value; and the groundwater levels required to maintain the following— habitats needed by aquatic biota in hyporheic zones; relevant groundwater-dependent ecosystems; the connectivity through the flow of water between an aquifer and an adjacent watercourse, lake or spring to replenish instream pools and enable movement of instream aquatic biota; the natural seasonality of low flows; and the impact the taking of, or interfering with, water may have on the following— instream water levels; water quality; baseflow; groundwater levels; the natural movement of sediment; the bed and banks of a watercourse or lake; riparian vegetation; habitats for native plants and animals; the contribution from aquifers to the flow of water in watercourses; the inundation of habitats; the movement of fish and other aquatic animals; the ecological values of waterholes, lakes, springs, relevant groundwater-dependent ecosystems or hyporheic zones; the recreation and aesthetic values of the plan area; cultural values including, for example, cultural values of traditional owners of an area.
(sec.27-ssec.2) Subsection (1) does not limit the matters the chief executive may consider.
(sec.27-ssec.3) In this section— hyporheic zone means the zone where an exchange between surface water and groundwater happens. water bore means a subartesian bore.
(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; (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; (vi) the connectivity, through the flow of water, between a watercourse, lake or spring and groundwater to replenish aquifers; (vii) the first post-winter flow event at nodes downstream of supplemented water infrastructure; and
(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;
(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;
(vi) the connectivity, through the flow of water, between a watercourse, lake or spring and groundwater to replenish aquifers;
(vii) the first post-winter flow event at nodes downstream of supplemented water infrastructure; and
(b) the distance of a water bore from a watercourse, lake, spring or area of ecological value; and
(c) the groundwater levels required to maintain the following— (i) habitats needed by aquatic biota in hyporheic zones; (ii) relevant groundwater-dependent ecosystems; (iii) the connectivity through the flow of water between an aquifer and an adjacent watercourse, lake or spring to replenish instream pools and enable movement of instream aquatic biota; (iv) the natural seasonality of low flows; and
(i) habitats needed by aquatic biota in hyporheic zones;
(ii) relevant groundwater-dependent ecosystems;
(iii) the connectivity through the flow of water between an aquifer and an adjacent watercourse, lake or spring to replenish instream pools and enable movement of instream aquatic biota;
(iv) the natural seasonality of low flows; and
(d) the impact the taking of, or interferi
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